SW8070935_Historical File_20081205

., �OF W AT�9Q Michael F.Easley,Governor
' • �O G
y William G.Ross Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
Coleen H.Sullins Director
Division of Water Quality
December 5, 2008
Michael Greene
MDI MGT INC
1381 Old Mill Circle
Winston Salem, NC 27114
Subject: Stormwater Permit No. SW8 070935MOD
Two- Eleven Midway
High Density Subdivision Project
Brunswick County
Dear Mr. Greene:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Two- Eleven Midway on December 5, 2008. 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
070935MOD, dated November 24, 2008, for the construction of the project, Two- Eleven
Midway.
This permit shall be effective from the date of issuance until April 17, 2018, and shall be
subject to the conditions and limitations as snecified.therein. Please pal special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Chris Baker, or me at [phone].
Sin erely,
George a Scott
Stormwater Supervisor
Division of Water Quality
GS/csb: S:IWQSISTORMWATERIPERMIT1070935MOD.dec08
cc: Robin Austin, P.E., Withers and Ravenel
Brunswick County Inspections
Brunswick County Engineering
real Off-one
Central Files N,,°�," Carolina
dvatura!!g
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualiiy.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled110%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070935MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended. and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Michael Greene, MD/MGT INC
Two- Eleven Midway
NC Highway 211, Brunswick County
FOR THE
construction, operation and maintenance of a wetlands detention system in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 17, 2018 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 development is
permitted for 9 outparcels, each limited to a maximum amount of built-upon area
as indicated in Section 11.16 (f of this permit.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. This pond must be operated with a 30' vegetated filter.
6. Each parcel or future development area 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.
Pana9nfa

State Stormwater Management Systems
Permit No. SW8 070935MOD
7. The following design elements have been permitted for this wetlands detention
stormwater facility, and must be provided in the system at all times.
a. Drainage Arp, acres: 39.47
Onsite, ft : 1,719,313
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 1,216,200
Buildings, ft2: 86,800
Streets, ft2: 235,000
Parking, ft2: 120,000
Sidewalks ft2: 37,300
Other onsite ft2: 2,700
Outparcel #1, ft2: 58,610
Outparcel #2, ft2: 50,145
Outparcel #3, ft2: 64,330
Outparcel #4, ft2: 91,349
Outparcel #5, ft2: 62,123
Outparcel #6, ft2: 48,703
Outparcel #7, ft2: 50,397
Outparcel #8, ft2: 106,797
Outparcej#9, ft2: 80,000
BEMC, ft : 43,560
Future, ft2: 78,387
c. Deep Pool Depth @ PP, feet: 3
d. TSS removal efficiency: 85 %
e. Design Storm: 1
f. Permanent Pool Elevation, FMSL-- 39.0
g. Permitted Surface Area @PP ft2: 126,325
h. Permitted Storage Volume, fts: 111,399
i. Storage Elevation, FMSL: 39.75
j. Controlling Weir: 18" Wide X 9" High
k. Permanent Pool Volume, ft3: 110,156
I. Forebay Volume, ft3: 28,397
m. Receiving Stream / River Basin: River Swamp / Lumber
n. Stream Index Number: 15-25-1-6
o. Classification of Water Body: "C; Sw"
II. SCHEDULE OF COMPLIANCE
1. 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.
2. The permittee is responsible for verifying that the proposed built-upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built-upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built-upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built-upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 070935MOD
4. 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.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
6. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. 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 9

State Stormwater Management Systems
Permit No. SW8 070935MOD
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re-vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
15. 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.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 070935MOD, 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 the Stormwater
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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 070935MOD
f. The maximum built-upon area for the outparcel(s) or future development
areas shown on the approved plan is as follows:
Description of Area BUA (ft)
Outparcel 1 581610
Outparcel 2 50,145
Outparcel 3 64,330
Outparcel 4 91,349
Outparcel 5 62,123
Outparcel 6 48,703
Outparcel 7 50,397
Outparcel 8 106,797
Outparcel 9 80,000
BEMC 43,560
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. The runoff from all built-upon area within the outparcels or future
development areas must be directed into the permitted stormwater control
system.
i. Built-upon area in excess of the permitted amount will require a permit
modification.
j. The connection from the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not
occur.
k. For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate Offsite
Stormwater Management Permit application to the Division of Water
Quality and receive a permit prior to any construction on the lot.
17. 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
deed book number and page, and the stamp/signature of the Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. 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.
20. 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 6of9

State Stormwater Management Systems
Permit No. SW8 070935MOD
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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), which have jurisdiction.
5.. In the event that the facilities fail to perform satisfactorily, including the creation of.
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 5th day of December, 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
or Coleeff H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 070935MOD
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 070935MOD
Two- Eleven Midway Page 1 of 2
Stormwater Permit No. SW8 070935MOD
Brunswick Counly
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (period ically/weekly/fuii
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 070935MOD
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

Permit Number: y /
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established,the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year,a dam safety expert will inspect the embankment.
After the wet detention pond is established,I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
wetland erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
The inlet device: pipe or The pipe is clogged(if Unclog the pipe. Dispose of the
swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland O&M-Rev.3 Page 1 of 4

NOV 2 4 2008
BMP element: Potentialproblem: How I will remediate the problenr.
The forebay Sediment has accumulated in Search for the source of the
the forebay to a depth that sediment and remedy the problem if
inhibits the forebay from possible. Remove the sediment and
functioning well. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
-prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If a pesticide is used,wipe it
on the plants rather than spraying.
The deep pool,shallow Algal growth covers over Consult a professional to remove
water and shallow land 50% of the deep pool and and control the algal growth.
areas shallow water areas.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray)-
the deep pool and shallow consult a professional.
water areas.
Shallow land remains flooded Unclog the outlet device
more than 5 days after a immediately.
storm event.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices Prune according to best professional
show that pruning is needed practices.
to maintain optimal plant
health.
Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth possible. Remove the sediment and
of the deep pools. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3 Page 2 of 4

BMP element: Potentialproblem: How I will remediate theproblem:
The embankment A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
The micropool Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the Remove the plants,preferably by
micropool. hand. If a pesticide is used,wipe it
on the plants rather than spraying.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Wetland O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the NOV 2 4 200$
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Two-Eleven Midway
BMP drainage area number- 1
Print name: Michael Greene
Title: Vice President
Address: 1381 Old Mill Circle, Suite 200, Winston-Salem NC 27114
Phone: [phone]
Signature: s :ii- -j rf/P dam®I M
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
/r/C'. , County of � ,�� , do hereby certify that
personally appeared before me this /00&,
day of ADO , and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
1
SEAL
My commission expires
Form SW401-Wetland O&M-Rev.3 Page 4 of 4

r
r
DWQ USE ONLY
Date Received Fee Paid Permit Number
--trimA 16,v>-'):2 020 '13nLI)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORV
This form may be photocopied for use as an original V 2 4 zn0$
I. GENERAL INFORMATION -
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
MDI Management,Inc.
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Michael Greene-Vice President
3. Mailing Address for person listed in item 2 above:
1381 Old Mill Circle Suite 200
City: Winston-Salem State: NC Zip: 27114
Phone: ( 336 ) 775-3005 Fax: ( 336 ) 659-2434
Email: [e-mail]
4. Project Name (subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Two-Eleven Midway
5. Location of Project(street address):
Located at the northwest corner of the intersection of Midway Road SE and NC Hwy 211
City: N/A County: Brunswick Zip: N/A
6. Directions to project(from nearest major intersection):
Project site located at the northwest corner of the intersection of Midway Road SE and NC Hwy 211
7. Latitude:33°58'30"N Longitude:78°8'6" W of project
8. Contact person who can answer questions about the project:
Name:-M.Robin Austin,P.E. Telephone Number: ( 919 ) 256-9277
Email: [e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is(check one): ❑New ❑Renewal ®Modification
Form SWU-101 Version 09.25.08 Page 1 of 4

2 4 Z008
2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number SW8 070935 and its issue date(if known) Agril 17,2008
3. Specify the type of project(check one):
[]Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SUP ❑Other
4. Additional Project Requirements (check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ®404/401 Permit ❑NPDES Industrial
Stormwater
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stoirnwater management to be handled via three interconnected extended detention wetlands which function as
a single unit. A vegetated filter strip has been incorporated at the systems sole outlet
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Property Area: 39.91 acres 4. Total Coastal Wetlands Area:N/A acres
5. Total Property Area(3) - Total Coastal Wetlands Area(4) = Total Project Area**: N/A acres
6. (Total Impervious Area/Total Project Area)X 100 = Project Built Upon Area(BUA): N/A %
7. How many drainage areas does the project have? 1
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
For high density projects,com lete the table with one drainage area for each engineered stormwater device.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name River Swamp
Stream Class&Index No. C;Sw 15-25-1-6
Total Drainage Area(sf) 1,719,313
On-site Drainage Area(sf) 1,719,313
Off-site Drainage Area(sf) 0
Existing Impervious*Area(sf) 19,166
Proposed Impervious*Area(sf) 1,137,813
Impervious*Area(total) 66.15 %
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings(sf) 86,800
On-site Streets (sf) 235,000
On-site Parking (sf) 120,000
Or.-site Sidewalks (sf) 37,300
Other on-site (sf) 2,700 ..
Off-site (sf) 656,013 (See Attachment"A")
Total (sf): 1,137,813
Form SWU-101 Version 09.25.08 Page 2 of 4

Impervious area is defined as the built upon area including, but not limited to, buildings,roads,parking areas,
sidewalks,gravel areas,etc.
"Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area(BUA).
9. How was the off-site impervious area listed above derived? No off-site area drains to proposed stormwater
wetland.
Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located
within a Threatened&Endangered Species watershed that may be subject to more stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a table
listing each lot number,size and the allowable built-upon area for each lot must be provided as an attachment.
Forms can be downloaded from http://l12o.(,pr.state.nc.us/su/bm.p forms.htm-deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below,you certify that the recorded proper-ti restrictions and protective covenants for this
project shall include all the applicable items required in the above form,that the covenants will be binding
on all parties and persons claiming under them,that they will run with the land,that the required covenants
cannot be changed or deleted without concurrence from the NC DWQ and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s)listed below must be submitted for
each BMP specified for this project. Contact the Stormwater Permitting Unit at(919)807-6300 for the status and
availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bml2 forces htm.
Form SW401-Low Density Low Density Supplement
Form SW401-Curb Outlet System Curb Outlet System Supplement
Form SW401-Off-Site System Off-Site System Supplement
Form SW401-Wet Detention Basin Wet Detention Basin Supplement
Form SW401-Infiltration Basin Infiltration Basin Supplement
Form SW401-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell Bioretention Cell Supplement
Form SW401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Consiructed Wetland Supplement
Form SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement
Form SW401-Permeable Pavement Permeable Pavement Supplement
Form SW401-Cistern Cistern Supplement
Form SWU-101 Version 09.25.08 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htln:l/h2o.enr.state.ne.Li.sisu�msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions&Protective Covenants Form(if
required as per Part IV above)
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BMP
• Permit application processing fee of$505(Express:$4,000 for HD,$2,000 for LD)
payable to NCDENR ✓°
• Calculations&detailed narrative description of stormwater treatment/management• Copy of any applicable soils report
• Two copies of plans and specifications(sealed,signed&dated),including: �AtR
-Development/Project name
-Engineer and firm
-Legend
-North arrow
-Scale
-Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads,drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
-Drainage areas delineated
Vegetated buffers(where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf(such as additional information requests),please complete this section. (ex. designing engineer or firm)
Designated agent(individual or firm): Withers&Ravenel
Mailing Address: 1410 Commonwealth Drive,Suite 101
City: Wilmington State: NC Zip: 28403
Phone: ( 910 ) 256-9277 Fax: ( 910 ) 256-2584
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2) Michael Greene
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
� a
Signature: Af N Date:
Form SWU-101 Version 09.25.08 Page 4 of 4

Two-Eleven Midway
Proposed Project Data
12/31/2008
Out Parcel# Parcel Area Parcel Area Maximum
(sf) (acre) BUA(sf)
1 73,262 1.68 58,610
2 62,681 1.44 50,145
3 80,412 1.85 64,330
4 114,186 2.62 91,349
5 77,654 1.78 62,123
6 60,879 1.40 48,703
7 62,996 1.45 50,397
8 133,496 3.06 106,797
9 100,000 2.30 80,000
BEMCI 106,044 2.43 43,560
871,610 656,013
20.011 1 15.06 75
Onsite Buildings 86,800 1.99
Onsite Streets 235,000 5.39
Onsite Parking 120,000 2.75
Onsite Sidewalks 37,300 0.86
Onsite Services(Pump Station) 2,700 0.06
Outparcels 656,013 15.06
Total Impervious 1,137,813 26.12 acres
Future Impervious 78,387 1.80 acres

Permit Numba6,0 �0. 0 )3�#L�A)
(to be provided by DWG)
AVA
jr14 } r_
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be tilled out,printed and submitted.
The Required Items Checklist(Part 111)must be printed,filled out and submitted along wlfh all tho required information.
!. PROJECT INFORMATION
Project name
!� �'utrti-�ievetr f+ }way
Contact name Nutter Freeman,P.E.
Pitons mttller
1€ 4s9 34a
Oats.. Novenftr 20,2008
Drainage.area number i
IL DESMN t ORAIATION
Site Characteristics
Drainage area 1,719,313.00 fe
Impervious area 121C.200,00 fe
Percent impervious 70,7%%
Design rainfall depth _1,00 ink,
Peak Flow Calculations
1-yr,24-hr rainfall depth 3.60. in
1-yr,24-hr intensity 0.15 Injltr
Pre-development 1-yr,24-hr runoff 426 felm
Post-development 1-yr,24-hr runoff 41.65 ft3hw.
Pre/Post 1-yr,24-hr peak control -0�1
Storage Volume: Non-SA Waters
Minimum required volume 98,378,00
Volume provided(temporary pool volume) 111,399.00 ft3 OK
Depth of temporary poollponding depth(Dpl.tj 9.00 in OK
Drawdown time 4.30 days OK
Diameter of orifice 18.00 in Drawdown orifice diameter may be insufficient.Please
provide adequate supporting calculations.
Coefficient of discharge(Co)used in orifice diameter 60iti
IS J$rr i;9" L'g*'
0. (uness) s-OL6,T(tds
calculation CA-
Driving head(HJ used In the orifice diameter calculation 0.38 ff OK
Storage Volume: SA Waters Parameters
1.5"runoff volume
Pre-development 1-yr,24-hr runoff volume
Post-development 1-yr,24-hr runoff volume {l?
Minimum volume required fe
Volume provided f
__ 9
t
Form SW401-Wetland-Rev.3 Parts I and 11.Project Design Summary,Page 1 of 3

NOV 2, 4. zoos (7013s�
Permit Numb
(to be provided by DINQ)
Surface Areas of Wetland Zones
Surface Area of Entire Wetland 126,325.00 fe Insufficient wetland surface area. ST�tT GAS
Shallow Land 42,325.00 ft2 OK
The shallow land percentage is: �0.34% `
Shallow Water _ 45,000.00 fe Insufficient shallow water area.
The shallow water percentage is: 0.36%
Deep Pool
Forebay portion of deep pool(pretreatment) 14,000.00 fe OK
The forebay surface area percentage is: . 0.11 %
Non-forebay portion of deep pool 25,000.00.le Insufficient non-forebay deep pool area.
The non-forebay deep pool surface area percentage is: 0.20%
Total of wetland zone areas 126,325.00 It' OK
Add or subtract the following area from the zones 0.00 ftz
Topographic Zone Elevations
Temporary Pool
Shallow Land(top) 39.75 fmsl
Permanent Pool
Shallow Water(top) 39.00 fmsl
. .. ... ......
Deep Pool(top) 39.00 fmsl
Most shallow point of deep pool's bottom 36.00 fmsl
Deepest point of deep pool's bottom 36.00 fmsl
Design must meet one of the following two options:
This design meets Option#1, Y (Y or N)
Deep pool is 61inches below SLWT,If yes: _
SLWT(Seasonally Low Water Table) 37.00 fmsl OK
This design meets Option#2,
Has a clay liner
If yes:
Depth of topsoil above clay liner 0.00 in Insufficient topsoil depth 1J0 i.gv.;�
Topographic Zone Depths
Temporary Pool
Shallow Land 9.00 In OK
Permanent Pool
Shallow Water 0.00 in
Deep Pool(shallowest) 36.00 in OK
._.._...... ....... ..... . .. ..
Deep Pool(deepest) 36.OQ in OK
Planting Plan
Are cattails included in the planting plan? N. (Y or N) OK
Number of Plants in planting plan recommended:
Herbaciotls(411nch diameter) 3192
Shrubs/small trees(1 gallon or larger) 2 .
Trees(1.5"dbh) 632
Number of Plants in planting plan provided(several species of
each plant type are recommended):
Herbacious(411nch diameter) i!a OK
Shrubs/small trees(1 gallon or larger) 641 Higher density is recommended,
Trees(2.5"dbh) IO Higher density is recommended.
Form SW401-Wetland-Rev 3 Parts I and II.Project Design Summary,Page 2 of 3

Permit Numb, t�%0-7 63 3-�ty-i
(to be provided by DM)
Additional Information
Can the design volume be contained? Y... (Y or N) OK
Does volume in excess of the design volume flow evenly Y (Y or N} OK
distributed through a vegetated filter?
What is the length of the vegetated filter? 30.00 ft
Are calculations for supporting the design volume provided in the Y (Y or N) OK
application?
Is BNIP sized to handle all runoff from ultimate build-out? Y (Y or N) OK
Is the BMP located in a recorded drainage easement with a Y (Y or N) UK
recorded access easement to a public Right of Way(ROW)?
9
The length to width ratio is: 18.00:1 OK
Approximate wetland length 900 00 ft
Approximate wetland width 50.00 ft
Approximate surface area using length and width provided 45,000.00 ft' This approx.surface area is within this number of square
feet of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK
Form SW401-Wetland-Rev.3 Parts I and 11.Project Design Summary,Page 3 of 3

i
. I
N O V 2, 4 2008 1 Permit
(to be provided by DINQ)
I. Ft;IrQUEE?ITS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Initials Pagel Plan
Sheet No.
1. Plans(1"-50'or larger)of the entire site showing:
Design at ultimate build-out,
Off-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
Wetland dimensions(and length to width ratio),
-Pretreatment system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
2. Plan details(1"=50'or larger)for the wetland showing:
Wetland dimensions(and length to width ratio)
Pretreatment system,
Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Design ai ultimate build-out,
-Off-site drainage(if applicable),
-Overflow device,and
Boundaries of drainage easement.
3. Section view of the wetland(1"=20'or larger)showing:
Side slopes,3:1 or lower
Wetland layers
All wetlands: Shallow land depth,shallow water depth,deep pool depth
Option 1,no clay liner: SLWT depth
Option 2,clay liner: Depth of topsoil on top of liner,liner specifications
4. A detailed planting plan(1"=20'or larger)prepared by a qualified individual showing:
-A variety of suitable species(not including cattails),
-Sizes,spacing and locations of plantings,
-Total quantity of each type of plant specified,
-A planting detail,
-The source nursery for the plants,and
-Fertilizer and watering requirements to establish vegetation.
_.... 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
6. ftte supporting calculations(including drawdown calculations).
7. A copy of the signed and notarized operation and maintenance(O&M)agreement.
B. A copy of the deed restrictions(if required).
9. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.
SW401-Wetland-Rev.3 Part III,page 1 of 1

High Density Developments with Outparcels NOV 2 4 ZOOS
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Developments with Outparcels where outparcel lots will be
subdivided from the main tract and sold. Deed restrictions and protective covenants are necessary to ensure
that the development maintains a "built-upon" area consistent with the design criteria used to size the
stormwater control facility.
i, Michael Greene acknowiedge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any outparcel or future
development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality,
6. The maximum allowable built-upon are for the outparcel(s) shown on the approved plans is as follows:
Outparcel# BUA Outparcel# BUA Outparcel# BUA
1 58,610 sf 2 50,145 sf 3 64,330 sf
4 91,349 sf 5 62,123 sf 6 48,703 sf
7 50,397 sf 8 106,797 sf 9 80,000 sf
BEMC 43,560 sf
These allotted amounts include any built-upon area constructed within the property boundaries, and that
portion of the right-of-way between the lot lines 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.
7. The runoff from all built-upon area within the outparcel or future development area must be directed into
the permitted stormwater control system.
8. Built-upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made such
that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the permittee,
the new owner shall submit a separate offsite stormwater permit application to the Division of Water
Quality and receive a permit prior to construction.
'00,
Signa -r ; ,- v 1�/'///7 �� ���, Date: //-40�aciF
a NotaryPublic in the S f
,
County of , do hereby cartify that personally
appeared before me this the 71W, day of 0,0?, a d acknowledge the due
execution of the fgregoinq instrument. Witness my and and official seal,
SEAL
Signature
My Commission expires
Form DRPC-1 Rev. 1 Page 1 of 1

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N Norttl Carolina pePartinent or Envirownent and Natural Resources (NCAENR)
'Wilmington Regional Office
(910)796-721 S
NLehael F.Easley,Governor William G.Ross Jr.,Secretary
FAX COVER SHEET
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FAX COVER SHtET
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Revised MA09

WITHER' & R"ENEL LETTER OFT NSMMAL
ENGINEERS 1 PLANNERS I SURVEYORS
i!}io Commonwealth Drive,Suite io1 DATE 12/0 /08 JoB No. O o806 8
ATTENTION
WILMINGTON,NORTH CAROLINA,28403 Chris Baker
PHONE# 6- O
[phone] RE:
FAX(g1o)256-256E1 Two-Eleven Midway
Stormwater Permit No. SW8 0 0935
To: Chris Baker
NC Division of Water Quality �
227 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU E Attached ❑ Under separate cover via the following items:
❑Shop Drawings ❑ Prints ® Plans ❑Samples ❑Specifications
❑Copy of Letter ❑ Change order ❑ Diskette ❑
COPIES DATE NO. DESCRIPTION
2 12/4/08 - Sealed engineering plans
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑Approved as submitted ❑ Resubmit _ copies for approval
❑ For your use ❑Approved as noted ❑Submit copies for distribution
®As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: Fle SIGNED: - Robin Austin
If enclosures are not as noted,kindly notify us at once.

WITHERS & RAVENEL TER OFTRAN5MMAL
ENGINEERS I PLANNERS I SURVEYORS
�-
DATE 1 2 /08 JOB NO. O o806
1410 Commonwealth Drive,Suite ios ��; TTENTIo
WILMINGTON,NORTH CAROLINA,28403 Chris Baker
PHONE 6-7 0
[phone] RE:
FAX(yzo)256-2584 Two-Eleven Midway
Stormwater Permit No. SW8 o7o935
TO: Chris Baker
NC Division of Water Quality
I
127 Cardinal Drive Extension
Wilmington, NC 284o5
WE ARE SENDING YOU ®Attached ❑ Underseparate covervia the following items:
❑Shop Drawings ❑ Prints ® Plans ❑Samples ❑ Specifications
❑ Copy of Letter ❑Change order ❑ Diskette ❑
COPIES DATE NO. DESCRIPTION
2 11/18/o8 03o8o678 Sets of plans for State Stormwater Permit
(Sheets Cover, C-2.0, 4.0-4.2, 5.0, 10.0, and L-1.2-1.3)
2 Stormwater calculations
2 Stormwater Management Permit Application Form (SWU-1o1)
1 Wetland Supplement Form (SW-401)
1 Stormwater Wetland Operation and Maintenance Agreement
1 High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
1 Fee check in the amount of$2,000
THESE ARE TRANSMITTED as checked below:
® For approval ❑Approved as submitted ❑ Resubmit 2 copies for approval
❑ For your use ElApproved as noted ❑Submit copies for distribution
❑As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For review and approval of a modification to the State Stormwater Permit No SW8 o7o9 5
Please contact us with any questions or comments. Thank you
COPYTO: File SIGNS -Lisa J.�Thoas, E.I.
/fenclosures are notasnoted,kindlynotifyusatonce.

WITHERS c. RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
November 24, 2008
North Carolina Division of Water Quality
Wilmington Regional Office NOV 2, 4 7008
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Mr. Chris Baker
Re: Two-Eleven Midway (SW8 070935)
W&R Project No. 03080678
Dear Mr. Baker:
This letter regarding the revised stormwater management permit for Two Eleven Midway is
in response to the pre-application meeting held on November 20, 2008 at your office. At
your request, we have provided revised plan sheets, supplement forms and additional
calculations to document the stormwater management design at the site.
The original permit for this project includes design information for 3 interconnected
wetlands, which will act as one connected pond system. The original permit application
was submitted by Kimley-Horn and Associates and the approved permit was dated April 17,
2008.
The owner of the project has since hired Withers & Ravenel to produce plans for a revised
site design; however no changes to the ponds were made. At this time, Withers & Ravenel
has performed a check of the data prepared by the previous engineer and has found no
major discrepancies with the information listed in the previously approved permit. For this
reason, Withers & Ravenel has prepared updated documents using the same data listed in
the previously approved permit.
Due to modifications in the Coastal Stormwater Rules, which went into effect on October 1,
2008, this stormwater permit does not meet current design standards. Because there is no
change to the pond design, we believe the owner is entitled to use the old design standards.
The main difference is that this system was designed to control and treat runoff from 1" of
rainfall, as it is a high density site and outside of 16 mile from SA waters.
111 MacKenan Drive I Cary,North Carolina 27511 I tel:[phone] fax:[phone] I www.withersravenel.com
7040 Wrightsville Avenue,Suite 101 1 Wilmington,North Carolina 28403 1 tel:[phone] fax-910.256.2584
1027 Sabbath Home Road SW I Sunnly.NC 28462 1 tel:[phone] fax:[phone]

Ws'II-HERS RAVENEL Mr. Chris Baker
ENSINEERS I PLANNERS 1 SURVEYORS November 24, 2008
At your request, we have completed a Wetland Supplement Form for this project. The form,
and the error messages within it, is based on the current stormwater regulations which
require treatment of runoff from the first 1.5" of rainfall. Therefore, where errors are
reported on the supplement form, we have added notes explaining why the pond is actually
in compliance with the regulations which were in effect at the time of the original permit.
At your request, we have included a copy of the soils report on site. Seasonal Water Surface
Elevations were derived from borind S-8 and S-9. Although elevations are not listed for
seasonal high or low water table elevations, a note in the text of the report reads
"'groundwater depths were observed to range from 1.0 to 2.2 feet below the grade in the
CPT borings...and our current groundwater observations are expected to be near or
representative of the seasonal maximum water table." Based on existing topographic
information and the soil boring map included in the report, we estimate that the seasonal
high water table is at approximately 39.0 FMSL. Due to the presence of nearby wetlands in
the areas adjacent to the ponds, we do not expect the seasonal low water table to exceed 3
feet of depth below the surface. Therefore we estimate that the seasonal low water table is
at 37.0 FMSL. This should ensure that the wetlands remain saturated throughout the year.
In addition, we have included calculations for drawdown time. Unlike a typical pond riser,
this design uses a notched weir to control the water quality event. Extended drawdown is
achieved by using a 1.5' wide, 0.75' tall weir. Drawdown time was calculated using the
PondPack software program. Stage-storage information was entered based on proposed
pond grading, and the weir variables were entered. The program computed a rating curve
for the outlet structure and performed a time step elevation-discharge calculation to
compute total drawdown time. Based on routing results, the pond will return to normal pool
in 104.25 hours.
We have also revised Sheet 10.0 to add critical elevations as requested. The sheet includes
call outs on the section views, as well as a summary table for your convenience. The data is
also represented on the revised supplement form. Finally, we have included a revised
permit application documenting the proposed impervious surfaces on site. Per our
discussion, we have included approximately 78,000 sf of"future impervious." This can be
apportioned to any area of the site drainage to the wetlands at the owner's discretion;
however changes to any aspect of the drainage area summary or deed restrictions may
require a permit revision at a later date.
Page 2 of 3

4"b'3THER8 &- 14AVENEL Mr. Chris Baker
ENGINEERS I PLANNERS I SURVEYORS November 24, 2008
Should you have any questions tggardin thissubmittal please do not hesitate to call me.
9
Thank, you for taking 'the time to meet last week, 1. hope that we have answered all of your
questions.
Sincerely,
WITHeFia &RAYENEL, INC.
NOV 2 4 2008
H u nter C. Freeman, P.E.
Page 3 cif 3

WITHERS RAVER EL --
NOV 2 4 zoos
_.. Tv o*E.-boVe
r Itdw �r
rmwa tr Ma a em lint Pl l
Brunsdareck 0 . IVor Ca r �o
Prepared:Fir.
:M01.Management
i t r
i38a Old 111 W Circle.
Winston-Salem, NC 27103
Prepared By6
WITHERS & RAVENEL, INC
1 y t a' cKenan Drive
nary, North Carolie�;a2.51`1
r
�I
(Mvember 2008' kt, - ..»
,.

INTRODUCTION
Two-Eleven Midway is a proposed high density commercial development consisting of 39.9i-acres;
located in Brunswick County, North Carolina. The site is located within the Lumbar River Basin. The
site as proposed is approximately 70.73%impervious. The purpose of this report is document the
site's continued compliance with the State and:County of Brunswick's stormwater regulations.
The original site plan and permit application was prepared by Kimly-Horn and Associates Inc. The
DWQ.p,ermit number is SW8 07o935,and,was issued forthe site on April 17, 2008.
Subsequent to stormwater approval the owner contracted with Withers&Ravenel to develop a new
site plan..The site name has remained Two-Eleven Midway and the owner has remained MDI
Management Inc.
The original stormwater management plan forthe site proposes three interconnected extended
detention wetlands that operateas.a:single.unit to meet applicable stormwater regulations. The
wetland design will not be modified forthe new:site plan.
Per the original stormwater permit the site area is 39.91 ac., overall impervious area is 27.92 ac., and
the proposed drainage area to the wetlands is 39.47 ac. The new site plan has a site area of 39.91
ac., overall impervious area of 26.12 at., and a prarposed drainage area to the<wetlands of 39.47 ac.
Forthe.purposes of the revised permit,we have included an future impervious area of i.8o ac within
the wetland drainage area to preserve the amounts previously permitted. Therefore,the site area,
overall impervious,and drainage-area to the wetlands have remained the same from the original
permit to ensure the continued compliance of the project.
METHODOLOGY
The stormwater study was conducted using the natural.drainage features as depicted by field
survey, and proposed development within the drai:nageareas.
The scope of work included the following ana yses:
Hydroloay
o Simulation of the 1-year,io yoar, rainfall events for the Brunswick County area
o Formulation of'the,-i�.year,io7year,flood hydrographs for the pre-and post•development
drainage areas
Hydraulic
p Routi:ngthe i-year, lo=year,and flood h:yd:rographs for post development runoff through
the proposed wetland basin
The results of the hydrology calculations are used in the hydraulic analyses. The hydraulic design
requiresAhe development of stage-storage and stage dis.charge,functions forthe wetland..The
rainfallfrurtoff h drographs,.stage-storage and stage discharge functions have been compiled to
create a routing.computer simulation model using;Haestad Methods Pon dPackvlo.o software. This
PondPack model was then used to assess the impact of the peak discharges forthe design rainfall
events.
Two Eleven Midway WO Ordlect 3o8o6T8
November goo$
Stormwater Management Report
1`

HYDROLOGY
The SCS:Method was used to develcyp runoff hytiftrapht for the Type Ill, 24.hour duration, 'v-year
and so-year:storm events. This m ethdd requires three basic pdratndters: a curve number(CN)j time
of concentration (Q, and drainage area.
Curve numbers were based on soil type and land use. Soil types were delineated from the Web Soil
Surv6y for Brunswick.County, North C.".'rolin.a.. Land: use for ex.being. con.d.1flons was based on the
inust �d=on4he-ptGpose.d-site.-plan.
Times :of concentration were calculated using methods described in the SCS publication "Urban
Hydrology for Small Watersheds,TR.S!i"and based on Brunswick County topographic maps, n4 field
I aps.A
survey data. The post-development time of concentration was estimated at 5 mirfutes-due to the:
effect of piped drainage systems.
The curve number data, time of concentration calculations and PondPack output summaries are
included in the appendices of this report.
HYDRAuucs
Computer simulated reservoir routing ofthe i-year,and so-yeardesign storms utilized stage-storage
and stage discharge functions.Stage-storage functions were derived from the proposed contours for
the wetlands. A non-Ilnear:regressloh relation for sutface area versus elevation.was derived forlhe
detention basin.This relation estimates the incremental volumeof the basin to the stage or
elevation of that basin.Stage-discharge functions were developedlo size the outlet structure for the
wetlands.
CONCLUSIONS
By keep i.hgthe site area,drainage area, impervio"surfaces, and BMP design consistent with the
approved permit.,the conditions in permit.DWQ$W8 070935 are maintained,and also Meet
Biunswick County regulations; no revisions should be necessary.
Storm Event Pre-Development Post-Development Post wl Porid
to,
1-Year
42.66 cfs '104i,'19 C& 41.65 cfs
-year
...............
138-41 ch 219-05 d-5 14142.cfs
Two Eleven Midway WAR Palest 368o678
Stor.mwater Management Report November 2o68

e
Background information
t

Hydrologic Soil Group—Brunswick County,North Carolina
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in
USDA h18Wral Ramuram Web Soil Survey 2.0 11l10=08
e>m Conservation Service National Cooperative Sol{Survey Page 1 of 4

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Mydi*OC Sol Group-Murrswldc COUnly,Nam Csrelins.
Hydrologic .Soil Group
Morrologle dolt Group--swMary:by.PRO WIN -amnaa kit COUnty,Norm VIli'm
Wp unitt<yrtidel Y ranit narse RaasA Hera In:A01 pnerrrtatA01
'. .
Pa —.. pion°loamy B ....
Gil Wilton>ri o sandy loam D 4A 10 7%
MH
ty Lynchburg fine sandy C 3541 60%
loam
NoB Norfolk loamy line sand, $ 0 4
2 to 6 percent scopes.
Pn Pantega mucky loarrr BID 1.1
Total;for Area'of Interest(AM 41-6.� . .. ,:.. fi0,il♦
Description
Hydrologic soil-groups are based on Xxifing6jil.of r0nof1 potenial.Ste:are
assigned to:one of four groups accardit to wits oE•ae.-1or' O when the
soils are not protected by vegetation,,aro ma my rlv , ntftoasi �+ecipitation
fmm long-duration storms.
The sails in the United States are assigned to lour groups(A,B,C,and Q)and
three.dual classes(A Q,B/D,and ClD).The groups are defined as.folleyrs:
Group A.Soils having a high infiltration rate(low runoff potential)when thoroughly
wet.These consist mainly of deep;well drained to excessively drained sands or
gravelly<sands.These soils have a high rate of water transmission:
droup 8.Soda having a moderate infiltration rate when.thoroughly wet.These
consist ehiefiy®f modeiteir>deep ordeep,moderately well drained orwell drained
soils that have nodetaitely fine,taxture to;moderately coarse.#sexture Tlsese soils
have:a moderate:rate of water transmission.
Group C.Se1ls having a slowtnfiWtiorl rate when thoroughly wet.Thess consist
chl.*of soils hsaiving;.a lq.w that impedes the ddwrtward movement of water or
.soil$of noderateiy fine texture otfnetexture,these soils have a siowrate otwater
transmission.
G.Muo:0.Sofis having a very�Iow,infltrsetiQn rate(high runoff potential)when
thoroughly wet.These cola c Telly of trait too srltlgh shrinl-swell
potential,soils that have a W wmW tOK-. that hsi e-o claypan or slay layer
,
at or near the surface,and a0 #Wt OM$all t Suer rJmpervious material.
These soils have,a very slow rate of water transmission.
If soil Is,assignod to a:dual hydrologic group(A/G,ISM,or CM),thefirst letter Is
for drainedareas and the second is for undrained areas.Only the soda-Mat in their
rtator`l condition are In group Q arwassigned to dual classft
rspral l4ee esl... web:..bN Wxvoy, :Q
Ctftervatlar waUOYr10 Cooperavve$oN Surrey Pipe 9 of4

Hydrdogia W firoW4kunswkk County,Rath Cw*Nns
Rating Options
Aggregation Method: Dominant CondMe n
Component Pem of Cutoff, None Specified
T'i rask Rule: Lower
.. ....
Eel LQ
ii trM OM SurNsy s�i.Of
'�i�va�ra tia�!ise N,�tloirml� .
f
i

Pond Pack Routings
1

Job File: C:\Documents and Settings\dhopkins\Desktop\211 Midway\211 MIDWAY.PPW
Rain Dir: C:\Documents and Settings\dhopkins\Desktop\211 Midway\
JOB TITLE
Project Date: 10/22/2008
Rrn:lprt Engineer: DZQpkins
Project Title: 211 Midway
Project Comments:
k
1
... .... .
Bentley Systems, Inc.
SIN:
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I

Table of Contents,
Table of Contents
* ** wft** *****f**w** MASTER SUMMARY
W.atershed:c:.i.,. Master Network Summary 1.01,
TC CA.iCCIiATION$
Pt5T -9.FpgP! , Tc Cakes ... ... . .. ... ........... .. .. 2.01
RT. Tc CalcS 2.03
* ******************** CN CALCULATIONS
POST TO POND.... Runoff CN-Area . .. ... ..... .. .... .... 3.01
PRE-DSVELOPMBNT Runoff CN-Area ... ... ..... .. .... .... 3.02
**yrvs*********xvt****** POND VOLUMES
WETLANDS...,...; Vol; Elev—Area . .. .. . ... .... 4.01
****r*rt**r*******#* OUTLET STRUCTURES *►********#t*tares***ter
Outlet I........ Outlet Input Data ............... .... 5.01
Composite Rating Curve ..... ........ 5.03
i
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Type. ... Master Network Summary Page 1.01
Name... . Watershed
File.... C:\Documents and Settings\dhopkins\Desktop\211 Midway\211 Midway.ppw
MASTER DESIGN STORM SUMMARY
Network Storm Collection: New Hanover
Total
Depth Rainfall
Return Event in Type RNF ID
y�1 3.7000 Synthetic Curve TypeIII 24hr
10 7.0000 Synthetic Curve TypeIII 24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Max
Return HYG Vol Qpeak 4peak Max WSEL Pond Storage
Node ID Type Event ac--ft Trun hrs cfs ---ft--- ac-ft
*HOST _ JCT 1 8.633 R 12.3500 41.65
*POST JCT 10 19.111 R 12.2000 141.42
POST TO POND AREA 1 8.669 12.1000 104.19
POST TO POND AREA 10 19.153 12.1000 219.05
*PRE-DEVELOPMENT JCT 1 3.924 12.1500 42.66
*PRE-DEVELOPMENT JCT 10 12.247 12.1500 138.41
PRE-DEVELOPMENT AREA 1 3.924 12.1500 42.66
PRE-DEVELOPMENT AREA 10 12.247 12.15.00 138.41
WETLANDS IN POND 1 8.669 12.1000 104.19
WETLANDS IN POND 10 19.153 12.1000 219.05
WETLANDS OUT POND 1 8.633 R 12.3500 41.65 4.0.25 3.760
WETLANDS OUT POND 10 19.111 R 12.2000 141.42 40.93 5.96.2.
Bentley Systems, Inc.
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Type.... TC WCS i.ox
POST TO POND
File.... C:\Documents and Bettinqs\dhx)pkins\D6.4ktb!D\211 Midway\211 Midway.ppw
. ........... ..... ..............
'TIME OF 00=NTAATION -CliTAUIATOR:
Viij-
Segment #1: Tc: User Defined
Segment #1 Time. .083S hra
Total Tc: .0833 hrs
Calculated Tc < Min.Tc:
Ube Minimum Tc. ..
Use Tc .0833 hrs
... .. .............. M5 ...i .......fw li t�
SIN: Bentley Systems, inc.
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Type.... Tc Calcs Page 2.02
Name.... POST TO POND
File.. .. C:\Documents and Settings\dhopkins\Desktop\211 Midway\2.11 Midway.ppw
Tc Equations used...
------------------------
Tc = Value entered by user
Where: Tc = Time of concentration
Bentley Systems, Inc.
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Type,..,
.p T.c Calcs Page 2.03
Name.... PRE-DEVELOPMENT
File.... C:\Documents and Settings\dhopkins:\Deakt.c)p\211 Midway\Zll Midway-ppw
4.
TIte. pp CONCENTRATION CALCULATOR
V
Tc- user Defined
Segment #1 Time: ,1667 hre
Total Tc: .1667 hra
Bentley Systems, Inc.
Bentley PondPack (10.00.027-00) 11;'21 AM 11/10/2008

Type...- Tc Calcs zkQ# 2'04
Name.... PRE-DEVELOPMENT
File.... C:\Documents and 8ettings\dhopkins\Desktop\211 Midway\211 Midway.ppw
_
Tc Equations used.. .
------------------------------------------------------
To = Value entered by user
Where: Tc = Time of concentration
Bentley Systems, Inc.
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Type.... RunoffCN-Area page 3.01
Name.... POST TO POND
File.... C:\Documents and Settings\dhopkins\Desktop\211 Midway\:gll Midway.ppw
.....................................
....... .. .. .... .... ...
RUNOFF CURVE NUMBER DATA
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres %C %UC CN
00.
0 W T--k1TZVP1
"A.
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Type.... Runoff CN-Area Page 3.02
Name.... PRE-DEVELOPMENT
File.. .. C:\Documents and Settings\dhopkins\Desktop\211 Midway\211 Midway.ppw
RUNOFF CURVE NUMBER DATA
impervious
Area Adjustment Adjusted
Sail/Surface Description CN acres %C *UC CN
-------- ---- --------- --
Open space .(Lawns,parks etc.) - Goo 79 1.9.00 74.00
impervious 98 .40 98.00
Woods - good 70 37.130 70.00
COMPOSITE AREA & WEIGHTED
.CN 39.470 70.50 (71). . . . . . . . . . .... .. . . .. . .. . ..... .. .. . . .. .... . . . . .
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'ty *;...; Vol: Elev-Area P @� 4.02
,. WETLANDS
C:\Documents and Settings\dhopkins\besktog\211 Midway\211 Midway.ppw
77,
Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum
(ft) (sq.in) (sq.ft) (sq,ft) (at-ft) (ac-tt)
--- --------------------------------------------- -.
39.00 ----- 1263,25 0 .000 .000.
134276 390041 2.991 2..991
41.00 - 14390 417317 3.193
42.00 - -- 153961 446046 3.419 9.664
43.00 ----- 164123 477045 3.6.50 13-254
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt. (Areal*Area2))
where: ELI, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
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Type.... Outlet Input Data Page 5.01
Name.... outlet 1
File.... c:\D.ocuments and Settings\dhopkins\Desktop\211 Midway\211 Midway.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 39.00 ft
Increment = .10 ft
max. Eiev.= 43.00 ft �- -- -•-.
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<---- Reverse Flow Only (DnStream to UpStre.am)
<---> Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
Weir Rectangular WO ---> TW 39.000 43.000
Weir-Rectangular W1 --=> TW 39.750 43..0;00
TW SETUP, DS Channel
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Type.:.. Outlet Input Data: Page .5.02.
Name... . Outlet 1
File.... C:\Documents and Settings\dhopkins\De9ktop\211 Midriay\2.11 Midway.ppw
OUTLET STRUCTURE INPUT DATA
_ 3tr tare FD = WO
Structure Type = Weir-Rectangular
# of Openings - 1
Crest Elev. = 39.00 ft
Weir Length 1.50 ft
Weir Coeff. = 3.000000
Weir TW effects (Use adjustment equation)
Structure ID - W1
Structure Type = Weir-Rectangular
# of Openings = 1
Crest Elea. = 39.75 ft
Weir Length = 33.50 ft
Weir CQeff. = 3.000000
Weir TW effects (Use adjustment equation)
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 40
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance - .01 ft
Kin. Q tolerance = .00 cfs
Max. Q tolerance = .00 cfs
........ .......... .., .
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Type.... Composite Rating Curve Page 5.03
Name.... Outlet 1
File... . C:\Documents and Settings\dhopkins\Desktop\211 Midway\211 Midway.ppw
***** COMPOSITE OUTFLOW SUMMARY ****
WS E1ev, Total Q Notes
Converge ------------------
- - Elev ..Q . TW E1.ev Error - - ---
ft cfs ft +/-ft Contributing Structures
39.00 -.00 Free OutfallTT WO
39.10 .14 Free Outfall WO
39.20 .40 Free Outfall WO
39.30 .74 Free Outfall WO
39,40 1.14 Free Outfall WO
39.50 1.59 Free Outfall W0
39.60 2.09 Free Outfall WQ
39.70 2.64 Free Outfall WO
39.75 2.92 Free Outfall WO +W1
39.80 4.34 Free Outfall WO +W.1
39.90 9.68 Free Qutfall WO +W1
40-00 17.06 Free Outfall WO +W1
40.10 26.00 Free Outfall w0 +W1
40.20 36.25 Free Outfall WO +Wl
40.30 47.66 Free Outfall W0 +W1
40.40 60.12 Free Outfall WO +W1
40.50 7.3.54 Free Outfall wo +W1
40.60 87.87 Free Outfall ➢]0 +W1
40.70 103.03 Free Outfall WO +W1
40.B0 119.00 Free Outfall WO +W1.
40.90 135.13 Free Outfall W0 +W1
41.00 153.18 Free Outfall WO +W1
4.1.10 171.33 Free Outfall WO +W1
41.20 190.16 Free Outfall WO +W1
41.30 209.63 Free Outfall W0 +W1
41.40 229.74 Free Outfall WO +Wl
41.50 250.45 Free Outfall WO +W1
41.60 271.75 Free Outfall WO +W1
41.70 293.63 Free Qutfall WO +W1
41.80 316.07 Free Outfall WO +W1
41.90 339.05 Free Outfall WO +W1
42.00 362.57 Free Outfall WO +Wl
42.10 386.61 Free Outfall WO +W1
42.20 411.16 Free Outfall Wo +W1
42.30 436.21 Free Outfall WO +W1
42.4.0 461.76 Free Outfall WO +W1
42.50 487.78 Free Outfall WO +Wl
42.60 514.28 Free Outfall WO +W1
_.
Bentley Systems, Inc.
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Type.. .. Composite Rating Curve page 5.04
NaMe.... outlet 1
File.. .. C:\Documents and Settings\dhopkins\Desktop\211 Midway\211 Midway.ppw
***** COMPOSITE OUTFLOW SUMMARY ****
WS E.lev, Total Q Notes
-------- Converge ----------=--------------
• TW E1ev Error.
ft cfs ft +%-ft Contributing Structures
42.70 541.24 Free Outfall No +W1
42.80 565.66 Free Outfall WO +w.l
42.90 596..52 Free Outfall w0 +W1
43.00 624.83 Free Outfall WO +W1
S/N: Bentley Systems, Inc.
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Appendix A A-1
Index of Starting Page Numbers for ID Names
----- 0 -----
Outlet 1... 5.01, 5.0.3
----- P -----
POST TO POND... 2.01, 3.01
P&E,-pFVq+OPMENT. .... 2.03, 3.02----- W -----
Wat.ershed... 1.01
WETLAN.DS. .. 4.01
Bentley Systems, Inc.
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raven Time Calcutations
�� &

Type..... Time-Elev page 1.01
Name..... MDRAIN 1 OUT
File.. . . I:\EngUser\Hunter\211 Midway\211 Midway.ppw
TIME vs. ELEVATION (ft)
Time Output Time increment = .1000 hrs
hrs I Time on left represents time for first value in each row-
---------i-------------- ------- -..------------------------
.0000 1 39.75 39.74 39.73 39.73 39.72
.5000 l 39.71 39.7.0 39.70 39.69 39.6E
1.0000 -I 39.68 39.67 39.66 39.66 39.65
1.5000 (. 39.64 39.64 39.63 .39.62 39.62
2.0000 '( 39.61 39.61 39.60 39.59 39.59
2.5000 39.58 39.58 39.5.7 39.57 39.5.6
3.00.00 ;; 39.56 39:55 39.55 39.54 39.54
3..50.00 39.53 39.53 39.52 3.9.52 39.51.
4.00.00 ► 39.51 39.50 39.50 39.49 39.49
4.5000 1 39.4.9 39.48 39.48 39.4.7 39.47
5.0000 ,j 39.47 39.46 39.46 39.45 39.45
5.5000 39.45 39.44 39.44 39.43 39.4.3
6.0000 <j 39.43 39.42 39.42 39.42 39.41
6..5000 1 39.41 3.9.41 39..40 39.40 39.40
7.0000 j 39.39 39.39 39.39 39.39 39.38
7.500.0 1 39.38 39.38 39..37 39.37 39.37
0.00.00 ;) 39.36 39.36 39.36 39.36 39.35
8.5000 :1 39.35 39.35 39.35 39.34 39.34
9.0000 ;) 39..34 39.3:4 .39.33 39.33 39.33
9.5600 j 39.33 39.32 39..32 39.32 39.32
10.0000 :( 39.31 39.31 39.31 39.31 39.31
10..5000 i 39.30 39.30 39.30 39.30 39.30
11.00.06 1 39.29 39.29 39.29 39.29 39.29
11.5000 39.28 39.2E 39.28 39.28 39.28
12.0000 I 39.27 39.27 39.27 39.27 39.27
12.5000 .:' 39.26 39..26 39.26 39.26 39.26
13.0000 1 39.26 39.25 3,9.25 39.25 39.25
13.5000 `1 39.25 39.25 3.9.24 39.24 39.24
14.0000 )° 39.24 39.24 39.24 39.24 39.23
14.5000 39.23 39.23 39.23 39.23 39.23
15.0000 ;:) 39.23 39.22 39.22 39.22 39.22
15.5000 :}_ 39.22 39.22 39.22 39..21 39.21
16.0000 =j 39.21 39.21 39.21 39.21 39.21
16.5000 j: 39.21 3.9.21 39.20 39.20 39.2.0
17.000A {; 39.20 39.20 39..20 39.20 39.20
17.5000 `.)' 39.19 39.19 39.19 39:19 3'9.19
18.0000. j 39.19 39.19 39.19 39.19 39.19
18.5000 < ' 39.1B 39.18 39.18 39.18 39.18
19.0000 :1: 39.18 39.18 39.18 39.i8 39.18
19.5000 ]: 39.17 39.17 39.17 39.17 39.17
20.0000 39.17 39.17 39.17 39.17 39.17
20.50,00 :: 39.16 39.16 39.16 39.16 39.16
2.1..0000 39.16: 39.16 39.16 39.16 39.16
I
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f

Type.... Time-Elev Page 1.02
Name.... MDRAIN 1 OUT
File.. . . I:\Enc3User\Hunter\211 Midway\211 Midway..ppw
TIME vs, ELEVATION (ft)
Time I Output Time increment = .1000 hrs
hrs I Time on left represents time for first value in each raw.
2.1..5000 1 39..16 39.16 39.15 39.15 39.15
:22` *000 '1 3.9:.15-- - ._ 39.15 39.is 39.15 39.15 _
22.5000 I. 39.15 39.15 39.15 39.15 39.15 T
23.0000 I(: 39.14 39.14 39.14 39.14 39.14
23.5000 1 39.14 39.14 39.14 39.14 39.14
24.0.000 1: 39.14 39.14 39.14 39.14 39.13
24.5000 ,, 39.13 39.13 39.13 39.13 39.13
25.0000 I 39.13 39.13 39.13 39.13 39.13
25.5000 39.13 39.13 39.13 39.13 39.13
26.0000 j`. 39.12 39.12 39.12 39.12 39.12
26.5000 39.12 39.12 39.12 39.12 39.12
27.0000 f 39.12 39.12 39.12 39.12 39.12
27.5000 I 39.12 39.12 3.9.12 3.9.11 3:9.11
28.0000 1 39.11 3.9.11 39.11 39.11 39.11
28.5000 39.11 39.11 39.11 39.11 39.11
29.0000 j, 39.11 39.11 39.11 39.11 39.11
29.5000 I 39.11 39.11 39.11 39.11 39.10
30.0000 { 39.10 39.10 39,10 39.10 39.10
30.5000 j; 39.10 39.10 39.10 39.10 39.10
31.0000 I. 39.10 39.10 39.10 39.3.0 39.10
31.5000 ( 39.10 39.10 39.10 39.10 39.10
32.0000 j 39.10 39.10 39.10 39.09 39.09
32.5000 1 39.09 39.09 39.09 39.09 39.09
33.0000 39.09 39.09 39.09 39.09 39.09
33.5000 j 39.09 39.09 39.09 39.09 39.09
34.0000 .1 39.09 39.09 39.09 39.0:9 39.09
34.5000 .j 39.09 39.09 39.09 39.09 39.09
35.0000 .) 39.09 39.08 39.08 39.08 39.08
35.5000 ) 39.08 39.08 39.08 39.08 39.08
3.6.0000 39.08 39.OB 39.08 39.Oe 39.08
36.5000 j 39.08 39.00 39.08 39.08 39..08
37.0000 39.08 39.08 39.08 39.08 39.08'
37.5000 39.08 39.08 39.08 39.09 39.08
30.0000 39.OB 39.07 39.07 39.01 39.07
38.5000 11 39.07 39.07 39.07 39.01 39.07
39.0000 ,j 39.07 39.07 39.01 39.67 39.07
39..5000 39.07 39.07 39.0739.0.7 39.07
40.0600 $ 39..07 39.07 39.D7 39.07 39.07
40.50.00 ?t, 39.07 39.07 39.07 39.07 35.07
41.0000 1 39.07 39.07 39.07 39.07 39.07
41.5000 1 39.07 39.06 39.06 39.06 39.06
42.0000 :1'. 39.06 39.06 39.06 39.06 39.06
42.5000 39.06 39.06 39.06 39.05 39.06
43.0000 [ 39.06 39.06 39.06 39.06 39.06
s
.9/N: Bentley Systems, Inc.
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Type. ..; Time-Elev Page 1.03
Name. . ., MDRAIN 1 OUT
File. . .... I:\EngUser\Hunter\211 Midway\211 Midway.ppw
TIME vs. ELEVATION (ft)
Time I Output Time increment = .1000 hrs
hrs { Time on left represents time for first value in eo:ch row.
43.5000 1 39.06 39.06 39.06 39.06 39.06
44J0000_ 39.06 39._06 39.06 39.0E 39.06
_ 44.5000 I 39.06 39.06 39.06 39.06 39.06
45.0000 "( 39.06 39.06 39.06 39.06 39.06
45.5000 :( 39.06 39.06 39.05 39.05 39.05
46.0000 ,1 39.05 39.05 39.05 39.05 39.05
46.5000 ;1 39.05 39.0.5 3.9.05 39.05 39.05
47.0000 39.05 39.05 39.05 39.05 39,05.
47.5000 ;r 39.05 39.05 39.05 39.05 39.05
48.Q000 39..05 39.05 3.9.05 39.05 39.05
48.5000 C 39.05 39.05 39.05 39.05 39.05
49.0060 39.05 39.05 39.05 39.05 39.05
49.50.00 ;j 39.05 39.05 39.05 39.05 39.05
50.0000 I 39.05 39.05 39.05 39.05 39.05
50.5000 1 39.05 39.04 39.04 39.64 39.04
51.0000. 39.04 39.04 39.04 39.0.4 39.04
51.5000 I 39.04 39.04 39.04 39.04 39.04
52.0000 i 39.04 39.04 39.04 39.04 39.04
52.5000 39.04 39.04 39.04 39.04 39.04
53.0000 39.04 39.04 39.04 39.:0.4 39.04
5.3:5000 1, 39.04 39.04 39.04 39.04 39.04
54.0000 1. 39.04 39..04. 39.04 39.04 3.9.04
54.5000 1. 39..04 39.04 39.04 39.0.4 3.9.04.
55.000b 1; 39.04: 39.04 39.04 39.04 39.04
55.5000 39.04 39.04 39.04 39.04 39.04:
56.0000 r: 39.04 39.04 39..04 39.04 39.04
56.5000 1 39.0.4 39.04 39.03 39.03 39.03
5.7.0000 ( 39.03 39.03 39.03 39.03 39.03
57.5000 39.03 39.03 39.03 39.03 39.03
58.0000 39.03 39.03 39.03 39.03 39.03
58.50:00 39.03 39.03 39.03 39.03 39.03
59.0000 1 39.03 39.03 39.03 39.03_ 39.03
59.5000 f 39.03 39.03 39.03 39.03 39.03
60.0000 4, 39.03 39.03 39.03 39.03 39.03
6.0.5000 [ 39.03 39.03. 39.03 39.03 39.03
61.0000 39.03 39.03 39.03 39.03 39.03
61.5000 39.03 39.03 39.03 39.03 39.03
62.0000 1. 39.03 39.03 39.03 39.03 39.03
62.5000 39.03 39.03 39.03 39.03 39.03
63.0000 39.03' 39.03 39.03 39.03 39.03
63.5000 39.03 39.03 39.03 39.03 39.03
64.0000 39.0.3 39.03 39.03 39.03 39.03
64.5000 39.03 39.03 39.03 39.03 39.03
65.0000 ( 39.02 39.02 39.02 39.02 3.9.02
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Type. TiMe-Elev Page 1.04
Name. MDRAIN I OUT
File.;. . I:\EngUser\Hunter\211 Midway\211 Midwayippw
.............. ...............
TIME vs. ELEVATION (ft)
Time I Output Time increment = lDOO bra
1=9 I Time on left represents time for first value in each raw.
--------------
T-T
6.5.5000 1 39.02 39.02 T 39.02. 39.02 39.02
6C0000 J, .3-9-02 39.02 59.102 39.02 39.02
66.5000 J. 39.02. 39.02 39.02 39.02 39.02
67.0000 39.02 39-02 39.02 39.02 39.0.2
67.5000 39.02 39.02 39.02 39.02
68.0000 C 39.02 39.02 39.02 39.02 39.02
68.5000 C 39.02 39.02 39.02 39.02 39.02
69.0000 1: 59.02 39.02 39.02 39.02 39.02
69.5000 1 39.02 39.02 39.02 39.02 39.02
70.0000 39.02 39.02 39.02 39.02 39.02
70.5000 39.02 39.02 39.02 39.02 39.02
71.0000 39.02 39.02 39.02 39.02 39.02
71.5000 39.02 39.02 39.02 39.(Y2 39.02
72-0000 39.02 39.02 39.02 39.02 39.02
72.5000 # 39.02 39.02 39.02 39.02 39.02
73-0000 39.02 39.02 39.02 39.02 39.02
73.5000 39.02 39.02 39.02 39.02 39.02
74-0000 39.02 3.9.02 39.02 39.02 39.02
74..5000 1 39.02 39.02 39,02 39.02 39.02
75.0000 J, 39.02 39.02 39.02 39.02 39.02
75.5000 39.02 39.02 39.02 39.02 39.02
76.0000 39.02 39.02 39.02 39.02 39.02
76.5.000 1 39.02 39.02 39.02 39.02 39.02
77.0000 C 39.02 39.02 39.02 39.02 39.02
77.5000 39.01 35.01 39,01 39.01 39.01
78.00.0.0 39.01 39.01 39.01 39.01 39.01
78.5000 1 39.01 39.01 39.01 39.01 39.01
70.00()0 39.Q1 39.01 39.01 39.01 39.01
7945000 39.01 39.01 39.01 39.01 39.01
80,0000 j 39.01 39.01 39.01 39.01 39.01
8.0i5:000 1 3.9.01 39.01 39.01 39.01 39.01
81,6000; 39.01 39.01 39.01 39.01 39.01
81.50.00 J 39.01 39.01 39.01 39.01 39.01
82.0000= t 39.01 39.01 39.01 39-01 39.01
82.5000 39.01 39.01 39.01 39.01 39.01
83.0000 5:9.01 39.01 39.01 39.01 39.01
8:3.5000 3.9.01 39.01 39.01 39.01 39.01
84.000a 1: 39.01 39.01 39.01 39.01 39.01
84..5400& j 39.01 39.01 39.01 39.01 39.01
MOM 39.01 39.01 39.01 39.01 39.01
85.5000 39.01 39.01 39.01 39.01 39.01
86.0000t, 39.01 39.01 39.01 39.01 39.01
8'6.50 0 0, 39.01 39.01 39.01 39.01 39.01
87.0000 39.01 .39.01 39.01 391.01 39.01
FRig
S/19: Bentley Systems, Inc.
<Berztley PondPaCk (10.00.027.00) 7:20 AM 11/24/2008

Type. . .. Time-Elev Page 1.05.
Name. . . . MDRAIN 1 OUT.
File. . . . I:\EngUser\Hunter\211 Midway\211 Midway.ppw
TIME vs. ELEVATION (ft)
Time I Output Time increment = .1000 hrs
hrs I Time on left represents time for first value in each row.
---------I------------ ---_--
87.5000 1 39.01 39.01 39.01 39.01 39.01
88.0000 l 39-01 39.01 __ 39-01 39.01. 39-01 _.
- 88.5000 ) 39.01 39.01 39.01 39.01 39.0.1
89.0000 [ 39.01 39.01 39.01 39.01 39.01
89.5000 39.01 39.01 39.01 39.01 39.01
90.0000 39.01 39.01 39.01 39.01 39.01
90:5000 .r 39.01 39-01 39.01 39.01 39.01
91.0000 J' 39.01 39.01 39.01 39.01 39.01
91.5060 1 39.01 39.01 39.01 39.01 39.01
92.0000 ( 39.01 39.01 39.01 39.01 39.01
92.5000 [ 39.01 39.01 39.01 39.01 39.01
93.0000 1 39.01 39.01 39.01 39.01 39.01
93.5000 j 39.01 39.01 39.01 39.01 39.01
94.0000 1 39.01 39.01 39.01 39.01 39.01
94.5000 1. 39.01 39.01 39.01 39.01 39.01
95.0000 1 39.01 39.01 39.01 39.01 39.01
95.5060 ( 39.01 39.01 39.01 39.01 39.01
96.0000 i 39.01 39.01 39.01 39.01 39.01
96.5000 'I 39.01 39.01 39.01 39.01 39.01
97.0000 ji 39.01 39.01 39.01 39.01 39.01
97.5000 j 39.01 39.01 39.01 39.01 39.01
98.000.0 j, 39.01. 39.01 39.01 39.01 39.01
98.5OD0 {. 39.01 39.01 39.01 39.01 39.01
99.0000 `I' 39.01 39.01 39.01 39.01 39.01
99.5000 j' 39..01 39.01 39.01 39.0.1 39.01
100..0000 ( 39-01 39.01 39..0.1 39.01 39.01
100.5000 I• 39.01 39.03 3.9.01 39.01 39.01
101.0000 4 39.01 39.01 39.01 39.0.1 39.01
101.5000 1 39.01 39.01 39.01 39.01 39.01
102.0000 '{ 39.01 39.01 39.01 39.01 39.01
102.5000 ( 39.01 39.01 39.01 39.01 39.01
103..0000 :[ 39.01 39.01 39.01 39.01 39.01
103.5000 ;[ 39.01 39.01 39.01 39.01 39.01
1.04.0000 39..01 39.01 39.0.1 39.00 39.00
104.5000 3.9.00 39.00 39.00 39.00 39.00
105,0000 ;[ 39.00 39.00 39.00 39.00 39.00
105.5000 [ 39.00 39.00 39.00 39.00 39.00
1.06.0000 39.00 39.00 39.00 39.00 39.00
106.5000 ;[ 39.00 39.00 39.00 39.00 39.00
107..0000 t 39.00 39.00 39.00 39.00 39.00
107.5000 39..00 39.00 39.00 39.00 39.00.
108.0000 .{, 39.00 39.00 39.00 39.00 39.00
108.50.00 j 39.00 39.00 39..00 39.00 39.00
109.0000 39.00 39.00 39.00 3.9.00 39.00
I
.. ...............
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Type. . .. Time-Elev Page 1.06
MDRAIN 1 WV
File. . . . I:\EngUser\Uunter\211 Midway\211 Midway.ppw
TIME vs. ELEVATION (.ft)
Time { Output Time increment = .1000 hrs
hrs is Time on left represents time for first value in each row.
i4:----_ _. -��t--- --
109.5600 #" 39.00 39.00 39.00 39.00 39.00 T
_wo."0400_ ( 39.U4 __ 1-9.00 39.00 39.00 39.00
11 .500.0. f. 39.00 39.00 39.00 39.00 39.0 W
111.0000 ( 39.00 39.00 39.00 39.00 39.00
111.5000 ). 39.00 39.00 39.00 39.00 39.00
112.0000 39.00 39.00 39.00 39.00 39.00
112.5000 39.0.0 39.00 39.00 39.00 39.00
113.0000 C: 39.00 39.00 39.00 39.00 39.00
113.5000 j 39.00 39.00 39.00 39.00 39.00
114.0000 39.00 39.00 39.00 39.00 39.00
114.5000 39.00 39.00 39.00 39.00 39.00
115.0000 39.00 39.00 39.00 39.0.0 39.00
115.5000 ` 39.00 39.00 39.00 39.00 39.00
116.0000 39.00 39.00 39.00 39.00 39.00
116.5000 39.00 39.00 39.00 39.00 39.00
117.0000 ( 39.00 39.00 39.00 39.00 39.00
111.6000 39.00 39.00 39.00 39.00 39.00
110.0000 1 39.00 39.00 39.00 39.00 39.00
118.5000 39.00 39.00 39.00 39.00 39.00
119.0.000 ) 39.00 39.00 39.00 39.00 39.00
119.5000 ( 39.00 39.00 39.00 39.00 39..00
120.0000 ) 39.00 39.00 39.00 39.00 39.00
120.5000 39.00 39.00 39.00 39.00 39.00
121.0.0.00 {• 39.00 39.00 39.00 39.00 39.00
121.5000 39.00 39.00 39.00 39.00 39.00
122..0000 ( 39.00 39.00 39.00 39.00 39.00
122.5.0.00 ( 39.00 39.00 39.00 39.00 39.00
123.0000 ) 39.00 39.00 39.00 39.00 39.00
123.5000 r 39.00 39.00 39.00 39.00 39.00
124.0000 'J 39.00 39.00 39.00 39.00 39.00
124.5000 ;f 39.00 39.00 39.00 39.00. 39.00
125.0000 39.00 39.00 39.00 39.00 39.00
Bentley Systems, Inc.
Bentllay PondPack (10.0.0.027.00) 7:28 AM ll./24/2008

Soils report Information

smmECS CAROLINA S LLP
Geotechnical a Construction Material's•261 •Vicilii es
February 5,2008
i
Mr. Scott Cooke
Nick Oar"Development..
6131 Oleander Drive
,Nt�rrtl�C1
Re: Report of Subsurface.Exploration and Ueotechnieai.Enginaraing Evaluation
Midway Road ShoppMg:CWW
Midway,North Carolina
ECS project No.;22:13740
Dear Mr,Cooke;
As authorized by your acceptance of our proposal number 10989R,dated January 18,2008,ECS
Carolinas, LLP has completed a subsurface exploration for the subject project. This report
presents the results of the freld exploration, .laboratory testing and engineering analysis, along
with our reconitnendations for desip of.geoteoWdal related.items.
We appreciate the opportunity to be of servioe to ypu durm the dosign phase of this project and
look .forward to our continued involvement during tare construction please. If you have any
questions concerning the information and recommendations presented in this report, please
contact us at(910)686.9.114 for Ruther assistance
1.
Respectfully submitted,
ECS CAROLINASr LLP
Winslow E.'Goins,P.E. Vlltd M.�Sobhr-,
Project Engineer Principal Engineer
North Carolina License No.33751 fiForth Carolina License No.22983
t;
7211 Ogden Business%k +Suite 201 •Wilmington,NP 28411 •[phone] Fax[phone] •wwwxeslimited,com
Asheville,NC•Charlottat NC Greensbam,NC•Greenville,SC•Raleigh,NC•3wansbom,NC*•Wiltnington,.NC
*testing serums only

REPORT OF SUBSURFACE, EXPLORATION AND GEOTECIINICAL ENG NEMPRING
ANALYSIS
MIDWAY ROAD SHOPPING CENTER
MIDWAY,NORTH CAROLINA
. , "' Fit
MR.SCOTT COOKS,
NICK GARRETT DEVELOPMENT
6131 OLEANDERDRIVE
WII,MINGTON,NORTH CAROLINA 28403
-:Z
.v rnre us.4:a,-rrr-r
TICS CAROLINA%LLP
7211 OGDEN BUSINESS PARK
SUITE 201
WILNIIN`TGTON,NORTH CAROLINA 28411
LCS CAROLIN,'AS,LLP PROJ'EC�'NO.:22.13740
t.
f 11
tt
v
elon
t
NcI. O�
FEBRUARY 5,2008

j
1
TABLE.OF gQN'IEW F
1. EXECUTIVE SUMMARY....
M.w1YYwNiwl.fM. YIN.Hf!•w1...I.N.!!.l N..N.N�1...lINN11•N.M.Nw1ww.Y.•1`
.. N.w.•lNf/. _
' 10 PROD 4C T OVERVIEW .IMwNNN.�.N�.1.�.1..M.�!N}..u.M�1N...NY.NN.it���NliYYwN:I..Y�..fI.wY.1.YYYY.YY.YYNYI.i:lifi.l:NIN�
?1 Proj ctIri .... ........ A.n1.H1.•1,gby.gV.nwP.................nu ..2 !
2.2 Soope of Work .................. ...........,. ..2 - -
2..3 Purpose of l location....... ...- ..................A.............: .. ...... 2 7
i
1 3.0 EXPLORATION PRvCEDUMN.............:....N.......oil........w.N....,....1......ill......... ...........91 q:3
3.1 Subsurface Exploration Procedures...................................................................................................3
3.1.1 CPT Borings...........................................:...:::.......:............:......:,:,.,.,...:.;::...........::...:...::.............3
11.2 QcowProbe Bom- gs..... . ..............•......... .............•..................................,...........................3
4.01;3iPLORATION) ESMTS L.Nwbw.uuuN.Nw.N.ww...NY.w.N...Y1.YulN.>:NN..1w•uwu....►u N........NNNN...Yw.Nr4
4.1 Site Conditions.... ................. ..............................•....................I.,. .......................................:.4
4.2 Regional Geology.............................................•.............................................................................•...4
4.3 Soil Conditions... ............. ..............................................,........................................•..4
4.4 Groundwater.Condidons.w................,.................:...A.........................................Y.w.........................,.....5
5;0 ANALYSIS AND RECOMAM,NVATIEONS...................:.NIY...YYNNN.VN.N•NlHINNNR.u/NN.nNN.N.a.HPf
5.1 Cot struction Dowmet rig.,...... ............. .....:........... ...................a...... . ..6
5.2 Excavation Conditions.....................................................w..................:,..:...:::.................,..w.,...,.....,.:6
5.3 Subgrade.Preparadw.........I......................... . . .... , .....................................................................6
5.4 ,Engineered Fill P18C.Ment...................... ..........•..,.,A-........,.......,...............................................7
5.,5 Foundations DeslgnA.w. .. !... ....... .,Ni...... ......A....... ........:.......
.�
5.6 Floor Slab Design ....... ..................•.......•.................. ............ .,..... ............... ...............9
5.7 SlteDraiinago. .... .. ... ...................................................•..................................;..............................9
5.8 Coa trttodon Considerations..... .........................................................................................10
6.0:CLOSIl►1G..................Nwww..NN..... ....u. m(a fks..NiiYtw.es.ljiiWYlfiYg NnweY•v. w.iuti.N.lNi....YNN.v.ur.ii:.wiw..i �
APPENDICES
APPENDIX A-FIGURES
APPH MIX B-CRT AND GBo-mom Bommo Loos
APPENDIX C-owiHRA.mpmom.

Report of Subsurface Bxploration end Geotecluucal Engineering Aunlysis
Midway Road Shoppiieg Center
Midway,North Carolina
ECS Project No.:22.13740
1.0 EXECUTIVE SUMMARY
This report contains the results of our subsurface exploration and geoteehnical engineering analysis for
the proposed site located at the northwest corner of the intersection of NC Highway 211 and Midway Road
in Midway,North Carolina. At the time of our field exploration, the existing.site was partially open and
partially wooded, An.existing stream traverses the site from north to south. The site is relatively level.
We understand that several detention ponds will be excavated at the site. We understand fire existing stream
' wiIl be re-routed using culverts and pipes. We undetaotd that the existing OWC electrical distributions
yard will be moved to the back of the site. Project site information was not available at the time this
proposal was:prepared.
At S-1 and S-2, approximately b inches of organic topsoil was reported by the drillers::at the boring
locations, Beneath the surface to depths of 10 feet, the..test borings typically encountered intermittent
layers of loose to medium dense silty sands (SM).and very soft to stiff clays and silts (ML, MH, CL,
CH), From 1.0 feet to depths of approximately 15 feet,the test boring.typically encountered intermittent
{. layers of loose to medium dense slightly silty,silty and clean sand(SM-SP,SM)SF)and firm to stiff'silts
and clays(ML,MH,CL,CH).
9.
At S-8 and S-9, approximately 6 inches of organic topsoil.was reported by the..drillers at the boiling �
locations, Beneath the surface to depths of 3.5 feet,the test borings typically encountered intermittent
layers of loose to medium dense silty sands (SM) and very'► soft.to stiff clays and silts.(ML MH, CL,
m
CH). From 3:5 feet to depths of approximately 12 feet,the testboring typioally encountered intermittent
layers of loose to dense slightly silty, silty and clean sand.(SM-SP,SMP SP) and firm to.verb.stiff silts
and clays:(ML,M%CL,CH)..
At the goo-probe boring locations, approximately 6 to 10 inches.of organic topsoil was observed. Froin
ten inches to 80 feet,the test boring typically encountered intermittent layers of silty sand,:.clayey sand,
clean sand,sandy clays(CL)and peat.
in summary; the proposed electrical distribution yard can be supported on conventional shallow
foundations. Undercutting of the upper 3.5 feet of soil should be anticipated and verified in the field
during the proof rolling and foundation evaluation operations. For foundations designed and constructed
in.accordance with the recommendations provided in this report,a net allowable soil bearing prossures;O
2,000 pounds:per square foot(psf) is recommended for use in proportionir g.shallow foundationsi We
request the opportunity to review out foundation recommendations and make any necessary changes once
building location,structural loads,and site design grades are doternined.
Specific information regarding the subsurface exploration procedures used, the site and subsurface
conditions at the time of our exploration, and our conclusions and recommendations concerning the
geotechnical design and construction aspects of the project are discussed in detail in the subsequent
sections of this report. Please note this Executive Summary is an important part of this report and should
be considered a "sul)gntaey" only. The subsequent sections of this report constitute our findings, }
conclusions,and recommendations in their entirety.
Prepared By: Reviewed By:
Winslow E.C#oins,P.E. Walid M.Sobh,P.E.
Project Engineer Principal Engineer
,1:.

Report of Subsurface Exploration and Geotechnical EngtneeringAnalyais
Midway.Road-Shopping Cwtdr
Midway,North Caroilni
ECS Project No.:22.13740
1 PROJECT OVERVIEW
2.1 Froiectlnformatioll
Our understanding.of the proposed development is based upon our discussions with representatives of
stick Garrett Development and a site map provided to BCS by Nick Garrett Development. The proposed
ice¢A the A9AWC-0 Omer of werseo . of Im MOWA*111 iow UU-My RW ik lalui ;�
North Carolina At:the time. of our field exploration, the a 3. .g site was partially open and partially
wooded, An misting.sucam traverses flee:site front north to,south. The site is relatively level.
We understand that several detention ponds will be excavated at the mite. We underaiand the existing;stream
z will be.ir-muted using::culverts and pipes. We undwstand that the existing HBMC electrical distribution
yard will be moved to the back of the site. Project site information was not available at the.time this
' proposal was prepared.
2.2 gebbe oil . ark
The conclusions and recommendations contained in this report are based on the results of;
• four electronic cone penetration test(CPT)borings
0 five goo-probe soil test borings(locations selected by others), l:
a visual examination of the samples obtained during our field exploration,
• engineering analyses of the field findings with respect to the provided project information.
2.3 PurMes:of&bloraHoxi
The purpose of this exploration program was to doternune the soil and groundwater conditions at the site
{ and to develop engineering recommendations to assist in the dosign and construction of the proposed
i project, We accomplished these objectives by:
i • performing a site reconnaissance:to evaluate the existing site conditions,
* drilling test borhigs to explore the subsurface soil and groundwater conditions,
■ analyzing the field and laboratory data to develop appropriate geotechnical engineering
recommendations. [..
a
i
i
E
i

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Midway Road Shopping Center
Midway,North Cacolin s
ECS Project No.:22.13740
3.0 EXPLORATION PROCEDURE'S
3.1 Subsurface Axntoration Proved
3.1.1 Cone Penetration Testling
+sbr a tt onstratlo�t test fis ri wee ,ri ned darIn ouf 1 e to cry.
penetration test sounding was performed in general conformance with ASTM D 5778 by our
subcontractor: The soundings were perfonned with a track mounted rig. The approximate location ofthe
CPT sounding is indioatcd:on the CPT Location Diagram in Appendix A. of this report.
The cone used in:the soundinghas a tip.area of 15 cm2 and a sleeve area of 225 ad. The CPT soundings
recorded tip.resistance and sleeve friction measurements to assist ut determining.pertinent index and
engineering properties of the site soils. The ratio of the sleeve friction to tip resistance is then used to aid
in assessing the soil types through which the tip is advanced, The results of the CPT. are presented in
Appendix B.
3.1.2 Geo-Probe Borings
Five goo-probe borings were performed. The geo-probe obtains continuous soil satnples by driving four'
foot long sainple tubes by means of a pmtussiion hammer. The sample tubes are returned to the soils
i
laboratory in Wilmington,North Carolina..
.d
}
1
F'

F.eport of Suh8urboa Exploration and Geotechnical&SIneeriag Analysis
Midway Road Shopping Center
Midway,North Carolina
ECS Frgjeet:No.:22.13740
4.0 UPLOBATION.RE,SULTS
4.1 Site Canditions
The proposed sito located 4:the northwest,corner of the intersection of N.C.Highway 211 and Midway Road
in.Midway,North Carolina. At the time of our field cptYci s�iae tart
existingIMrUUIjYWWULLIPU. An tream-t:triaverst&ft. sift iii co"boa tti smAk roghk-sWo 10.E
with typical elevations.
4.2 Resional..Geoloav
:site ls.located in the:Coastal Plain Physiographio Province of.North Carolina. The-Coastal Plain is
com}osed of sevear terraces,.each representing..a former level of the Atlantic Ocean. Soils in this area
generally consist of sedimentary materials transported frorn'other-areas by the ocean orAvers. These:
deposits vary in Wol mess ftm.a thin veneer;along the western edge of the region to more than 10,000 feet
near the w.PA The sedimentary deposits of the Coastal Plain rest upon-consolidated.rocks similar.to those
undedyIng the Piedmont and Mountain Physiographic Provinces. In general, shallow unconfined
groundwater:movernent:within the overlying soils is largely controlled by topographic gradients. Recharge
occurs primarily by hi filtration along higher elevations and typically discharges into streams or other surface
water bodies,. The:elesvat on of the shallow water** Is transient and can vary:greatly with seasonal
ffluettiations.in preoiVitation.
4.5 Soil.Conditions
CPT Beringer At S-.1 and S-2,approximately 6.inchm of organic topsoil was reported by the drillers at
tho boring locations.. Beneath the surface to de)ithe Of 10 feet, dw test boring$ typically encountered 1.
interinittent layers of loose to medium dense silty sands(SM)and very soft to stiff clays and silts(ML,
MH, CL, CM. Tlie.eouivolent corrected standard penetration test resistances (N4-values)in these soils
generally ranged from 2 to 12 blows per foot(bpf).
From 10:fed to depths of approximately 15 feet;the test boring typically encountered intermittent layers
of loose to medium.dense slightly silty,silty and clean sand(SM-SP,Slid, SP) and firm to stiff silts and
clays(NIL,MH,Cl.,CM. The equivalent corrected standard penetration test resistances(Air`values)in
these soils generally ranged fl om 6 to.29 bpf. ,
At S=8.and S-9, approx4ruftly. 6 inches of of%snie topsoil was ,reported by the drillers at the boring
locations. Beneath the.surface to depths of 3.5 feet, the test borings typically encountered intermittent
layers of loose to medium dense silty sands (SM) and very soft to stiff clays and silts (ML, MH, CL,
CH). The equivalent corrected standard penetration.test resistances(N*-values)in these soils generally
ranged from 2 to 19 blows per foot(bpf).
Flom 3.5 feet to depths of approximately 12.feet,the test boring typically encountered intennittent layers
of loose to:dense slightly silty,silty and clean sand(SM-SP, SM,SP)and firm to vary stiff silts and clays
(ML,MR CL,CII). The equivalent.corrected standard penetration test resistances(N*-values)in these
soils.gencraTly ranged frown 5 to 33 bpf.
1.
.4x

Report of Subsurface Exploration and Geotechnical Migineering Analysis
Midway Road Shopping Center
Midway,North Carolina
BCS Ptvjcct No.:22.13740
The descriptions provided in this section are a general summary of the subsurface conditions encountered
within the CPT test borings. The CPT Boring Records in Appendix B contain detailed information
recorded at each of the boring locations.
Geoprobe Boring; Approximately d to 10 inches of organic topsoil was observed. From ten inches to
8.0 feet,the test boring typically encountered intermittent layers of silty sand,clayey sand, clean sand,
sandy clays(CL)'and peat.
4.4 Groundwatr Conditions
Groundwater:observations were made during the.drilling operations at ail boring locations. Furthermore,
visual observations of the samples retrieved during drilling exploration were also used in evaluating the
groundwater conditions The depths were observed."to.rang;fYom 1.0 to 2,2 feet below the i
existing grade in.the CPT borings. In the Goo-probe boring,the groundwater was observed to range from
approximately 2.0 to 3.0 feet. Due to the presence of clays in the upper .five feet, perehed water: ;
conditions may exist at the.site.
Theihighest groundwater observations are nortil9tlly ha tl late winter and r1+;pig,and'
our currant groundwater observations are expo)td bo.ri6.alr o#` tative of the seasc ial fmnrn
water table. Variations in the location of the long�.wtiter ttlbIt toy`occur as a resuh f e l€gos 1 >
precipitation,evaporation,surface water runoff,and other factors not immediately apparent at'the`time of
this.exploration. If long term water-levels are crucial to the development of this site,it would be prudent
to verify water levels with the use of perforated pipes or plezometers.
The a'elattvely shallow groundwater.conditions encountered within the boreholes.are expected to impact
utility excavations: hlow.ever,this:will depend on final site design grades. Consequently,the<diversion
of surface water.should be expected in order to successfully complete site gradingactivities.
5

Report of Stibm&GO Exploration,and GeotcAnical Enginomrin$Analysis
Midway Road.Shoppilig Centcr
Midway,North Carolinn
ECS Project No.:22.13740
5.0 ANALYSIS AND RWOMMMDATIONS
The r000mmendations provided in this report are: based upon our understandffig of the proposed
construction,.the information provided to..us during 0* study.4nd'our past experience WA similar
conditions. Should any of the inforrnation provided:to us be changed prior to final design,EICS shouldbe
notified to review those recommendations-and make.appropfiato revia"on' s,if 00000y.
5A Construction Dewatain
De excavations the .I
pending on final site::grades,.the sito.w. ill require d"atering for mass excavation .below water
table. A series of well pofiWsystom will likely'be required to Mtw down the-wato:tolo arid. Wow for
constmedon.
5.2 E,xcavation Conditions
Before excavation oporati-ions begin, ft:water., tablo, will require to be lowered as mentioned in the
previous section. We:have assumed that excavations for the dotadw.pond win be approx finately 10:to
is feet below grade, We recommend budPieting for schedule delays and additional costs aspoci4ted
difficult excavation due to the site dewatering in the:areas of proposed deep site cuts.
The site soils are OSHA Typo B and C soils for the purpose of temporafy ozoavatian suppott. We
recommend that permanent out slopes through undisturipod residual soils be constructed at M
(horizontal.,vertical)or flatter. Pernianont fill slopes may be condmoted using compacted onwfito soils:it
a slope of 11 or flatter. A slope of 3:1 or flatter may be desirable to p0mit establishment of vegetation,
safe mowing, and maintatmoo. The surface of all cut and fill slopes shotild be adequately compacted,
All permanent slopes should be protected.using vogo.tation.oroftw. moom to prevent erosion.
5.3 Subi!mde:Preyar
The first step in.pre paring the site for the proposed popatruotion should be to ftrAov9 all vewation':
roatmat, topsoil, deleterious materials,. and any other.soft or unsuitsible materials from thevxfsting
ground surface. These operations should extend at least 10 foot, where possible, beyond the planned
lints of the propoSed.construction.
After proper clearing,. aWpping,.vubbing, and prfor to fill P:lacc=it. foundation, slab, or roadway
construction, the exposed idbgri& soils should ho aftfuily evaluated by:an experiencedgeoteelinical
tarl
engineer to identify any.loca.Pzed unstable or otherwise unsuitable ma ter evaluating the
exposed soils,loose and yielding arm should be IdoWfled by p6did1ling tine-exposed subgrada,-if site
and subsurface conditions allow, with an approve.d piece. of eqOpment, such a6 a loaded dump:txucic
having a &*a-axto woot of at lomat 10:tons. Any soft or umit.Pble materials Identified during
proofrolling operations be either. repaired.in place or removed and repwpd with an approved
bookfill placed andsoompaoted in accordance with recommendations of this report. Undercutting of 3.5
feet:of soil may be required atthe BMW relocation.areq.

Report of Subsurface Explointion and Geoteolmical Engineering Analysis
Midway Road Shopping Center
Midway,North Carolina
ECS Project No.:22.13740
Site subgrade conditions will be significantly influIOAc04€by we d"' '00� r s• gtada W AM`
evaluated after periods of rainfall will not respond as woo to:pt ft' dl In as-SubpadO tit are Ova usted'
after periods of more.favorable weather. We stroj oy]r b 't!al tt betutod'
if subgrade conditions exhibit elevated moisture 'Condi,90134 'f ' 461M slX44 we try,
equipment to minimize the degradation of marginally stable subgrade;
The preparation of fill subgrades, as vMl as.p p� b�snbgi o be �r
time basis by:a representative of ECS. These observations should be performed by an experienced
geoteohnical engineer, or his representative, to ensure that all unsuitable materials have been removed
and that the prepared,subgrade,is suitable for support of the proposed construction and/or fills.
5.4 E nainegreg Till Placement
Following the removal of deleterious surface and subsurface materials, and after achieving a stable.
subgrade,.engineered fills can be placed and compacted to achieve the desired site grades All fill for
support of the proposed construction avid for backfll of utility lines within expanded building and
33vertirt bits shcatld cat Af .�a�l of pij�a..inatk and c! cad.
greater than 'inches; and l�avc. LAgWJ I t.( }:ate Pl sib � s n 4i?i d A,,
rasp ively,
t $alp rem that add.fills within
s m^W a"hnve..a ata d Pructar.(.AMM D.
dry 400* td list 110 pour&per•Cubic foot(pcf).
Unsuitable fill materials include topsoil,:
materiels(0 OL),and high plasticity clays and silts
. _
(CH, MIl). All such materials ieimoved clurnxlg "..,.. operations should be either stockpiled for later
use in landscape fills,:or placed in approved on; q Wsit6 disposal.areas•
Existing soils containing significant amounts of organic matter will not be suitable for re-usee as
engineered fill. As such,the organic content of tl*near surface cultivated soils should be evaluated to
determine if some of these soils will be suitable for r64 as Natural fine-grained soils
classified as clays or silts (CL, MW with LL.and &W 0 2a., respectively, should be
evaluated by the.geoteehnical engineer at the trine of 0"stttu 0*t.*&W-ohie.their suitability for use as
engineered fill.
Prior to the commencement of fill operations and/or utilization of any Off site borrow materials, the
no"i rr.9=0 IOWA&rPit` .U"'
m cif thed d � > '•
tahriiil tli aa�1's �b#lii fcrosr etd #Ttl[
de lcrp rolafis + thelei►
Sl _ ld be ter rlae tid A.. ul lit .tic 5. their lei tlae Add
to allow for the appropriate laboratory testing to be pft-ft=bd
Fill materials placed within the building and pavement areas should be placed in lifts not exceeding:I
inches in loose lift thickness and moisture conditioned to within their working range of Optimum
moisture content. The fills should then be compacted to a minimum of 93 percent o the soil's>standard
Proctor(ASTM D 698)maximum dry density tt3 vvlthitt l fiteh bei► .
12 inches of fills placed beneath structural devebepwAtlt sl iuid df. sus
standard Proctor maximum dry density. The typicdd . 1 tl
Coastal Plain soils at the site is expected to be whim#APPMdoWay 3-17t
content. Care should also be taken to provide a SM(.:)^W*`�lo� and 'at end of eact�i
day's earthwork activities to help reduce the potential for V'Mftg MW 44tt Of t600 were,

Report of Subsuriko ftloration and Geotechnical BnSIn6erh)9-AhjtIyd9
Midway Road Shopping.0miter
Midway,North Carolina
ECS PrQject No.:22.13740
Gradozontrols should also be maintained throughout the filling operations. All filling operations should
be observed on a ful-1-fiffie basis by a qualified repiwontative of ECS to detaimine.1hat the required
dogt.e66 of compactionI are being aclileve d'. We recommend.that amminimum Oftnozompaction-test per
­
2,000-square-foot area be performed:for:each lift of controlled AJI. The elevation and location of the
tests should be clearly identified at the Ulm of fill Placement. Anas.whirh:-*il to.ao-Weve tho.reqvired
--degree ofcompaodw'sbDUld be re-worlod until the:!*6dfIad::dc9M-.of compActionis:achieved. Adlin or :er: g
test areas may require moisture adjustments of other III: to iW eve the
required compaction.
Fill maRtials should not bo placed on.frozen; frost-Imaved, mWor soils which have been. mqqt4
subjected to precipitation. All wet dr-frozen soils should be removed prjor to the.cot.2timanfloh:of sIto
grading and fill placement. Borrow fill materials, if required, should not contain excessively wet or
frozen materials at the time of placement. .Additionally, if grading operations occur during the winter
months, all frost-heaved soils should be removed prior to placement of engineered fill,granular sub-base
materials,foundation or-slab concrete,and-aspbalt pavemoat:aw mials.
If problem are encountewd during:the,site grading operations, or if the actual site conditions differ from
those encountered during our subsurface exploration, the geotechnical engineer should be notified
immediately.
5#5:FowW&*ns ommendatloats
I
Provided the sub de preparation and earthwork operations are completed:in strict accordance with the
recommendations of this.report, the proposed BEMC construction can be supported on conventional
shallow foundations bowing on approved natural materials muVor properly compacted fill. We
recommend a net allowable design soil bearing pressure of 2,000 psf for proportioning continuous and
isolated column footings. Undercutting of the upper 3.5 feet of soil should be anticipated and:verlfied in
the field during the prooftolling and foundation evaluation operations. To reduce the possibility of
foundation bearing failure and excessive settlement due to local, shear or "punching!i failures, we
recommod that continuous footings:have a minimum width of to inches and that Isoldod.column
footings have a minimum lateral dimension of 30 inches. Furthermore,all footings should beer at a depth
to provide adequate frost cover protection. For this region, we recommend the bearing elevation be a
minimtma depth of 12 inches below the finished exterior grade:or in accordance with die local building
code requirements. We request the opportunity to review our foundation recannnendations and make:any.
necoasary:changes once structural loads.and.sitc:dosig gradesared4eindned.
go
The net allowable soil bearing pressmv refers to that pressure which may bo:traasmitted to the foundation
bearing soils In excess of the final minimum suriounding, overburden pressure. The final fooling
elevation should be evaluated by ECS personnel to verify that the bearing soils am capable of supporting
the recommended not allowable bearing pressure and wit.ablo for foundation construction These
evaluations should ineludo visual observations,hand rod probing, and dynamic, cone penetrometer
(AS7M STP 599)testing,or other methods deemed appropriate by the gootednicai engineer at the time
of construction,in each column footing excavation and at intervals not greater than 20 feet in continuous
footing exmvations. 1.
If plastic clay(P>20)is encountered below the footing,we recommend the clay be over-axosivated by adepth of at least two Zbot below the footing.and-approved back ffil material dwuld be. placed in t he
footing to provide a two foot separation between the bottom of footing and the plosde,clay layw.

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Midway Road Shopping Center
Midway,North Carolina
ECS Project No.;22.13740
The settlement of a structure is a function of the compressibility of the bearing materials, bearing
pressure;actual structural loads,fill depths,and the bearing elevation of footings with respect to the final
ground surface elevation, Estimates of settlement for foundations bearing on. engineered or non-
engineered fills are strongly dependent.on the-quality of fill placed. Factors which may affect the quality
Of fill include Yxiaximuii:loose.lift thickness of:the fills placed and the amount of coinpactive effort
:_ — _
Acid ]�Ii each i t: Prayer the t� dates ou t ln. f e
expect that total settlements for the proposed construction are expected to be in the range of 1 inch:or
less, while the,differential settlement will be approximately % of the anticipated total settlement. This
evaluation is based on our engineering experience:and assumed structural loadings for this type of
structure,and is intended to aid the structural engineer with lus design.
5.6 E onr Slab Design
Provide a suitable subgrade will be prepared as recommended herein, ground level slabs for the
maintenance buildings ran be designed as slabs-on grade. Our findings indicate that .a modulus of
subgrade reaction (isa} of 100 poi is appropriate for design provided that upper 12 inches.of the slab
subgrade soils_have been uniformly compacted to at least.98 percent of their standard.Pro.rtor maximum
dry density.
We recommend that all slabs-on-grade.be isolated from the foundations so that potential differential
settlement of the structure will not induce shear stresses in the floor slab. Also, to minimize the crack
width of any shrinkage cracks that may develop:near the surface:of the slab; wire mesh reinforcement
may be included in the slab design. The mesh should be located in the top third of;the slab to be
effective.
We also recommend that all slabs-on-grade be underlain.by a minimum of inches of clean.granular fill
with less than 3 percerit f%nes by weight to help provem the capillary rise of subsurface.moisture from
adversely affecting the slab. If floor covering-such as the or carpet:will be utilized for interior finishes,a
polyethylene vapor barrier may be used beneath the floor slab for.moisture control considerations.
5.7`Site Draiinaee
Positive drainage should be provided around the perimeter of Ihe structure to minimize the potential for
moisture infiltration into the fbundatiou and slab subgrade soils. We recommend that landscaped.areas
adjacent to these structures be sloped away from the construction and maintain a fail of at least.6 inches
for the first 10 feet.outward fl"om.the structures: The parlaixg lots,sidewalks,and any..othe paved areas
should also be sloped`to divert surface water awayf coin tho:proposed building.
The proper diversion of surface water during site grading and construction will help reduce the potential
for delays associated with periods of inclement weather. The proper diversion. of surface water is
especially critical since portions of the site soils:are expected to be moisture sensitive. Based upon our
past experience,the use of"crowning"large areas of exposed soils should.be useful.to help divert:surface
water from the prepared subgrades.
y
Please note that the need for construction dewatering should be determined at the time of construction. If
grading operations are performed during the wet seasons (i.e. fall and winter) the use:of gravity flow is
ditches may be necessary to divert precipitation and surface water:awa tion areas
y fro the construc •
I#:

Re.port of StadExploftofi end EnkinWinj Analysis
Midway Road Shopping Center
Midway,North Carolina
ECSProjodNo.:22.13740
Sig:COnstraction Consl§MI[ons
Exposure to the environment may weaken.the soils at the foundation bearing.elevation if the%unda. tio.0
excavations remain exposed during periods:of inclement weather. Them bre,foundation concrete should
and thadesign,bearing-pressure verified If the
beafiiAsre sgfiened.by star se VAOWgbinii ptatnt eqww.to tho tic WU
must:be removed from the fcmdaii6mcxcavation-bottom immediately. prior to placement:of conercte, if
the excavation must remalft open overnight,or:if inclement weather becomes iminhient while the bearing
soils are exposed, we recomniatid that.9 1.to 3:iwh thick"mud-me' of"lean"coner.de be placed.over
die exposed bearing soils before the pl9coniefit of raWbroing steel.
It is imperative to maintain good site drainage during earthwork operations to help maintain the integrity
of the surface soils. The surface of the site should be kept properly graded to enhance drainage of
surface water away from the proposed.construction areas during the earthwork phase of this project. We
recommend that awfhoe drainage be diverted away from the proposed building and pavements areas
without significantly interrupting its flow. Other practices would involve sealing the exposed soils daily
with a smooth-drum roller at the end of the day's work to reduce the potential for infiltration of surface
water into the exposed soils.
The key to minimizing disturbance problems with the soils is to have proper control of the earthwork
operations. Specifically,it should be the earthwork contractor's responsibility to maintain the site soils
within a workable moisture content range to obtain the required in-place density and maintain a stable
subgrade. Scarifying and drying operations should be included in the contractor's price and not be
considered an extra to the contract, In addition,constriction equipment cannot be permitted to randomly
run across the site, especially once the desired final grades have been established. Construction
equipment should be limited to designated lanes slid areas, especially during wet periods to minimize
disturbance of the site subgtades. It will likely be.nemsary to utilize tracked equipment during grading
operations particularly if the,gubgrade soils exhibit elevated moisture conditions.
10

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Midway Road Shopping Center
Midway,North Carolina
ECS Project No.:22.13740
6.0 CLOSING
our geotechnical evaluation of the site has been based on our understanding of the site, the project
information provided to us, and -the data obtained during our exploration. The general subsurface
conditions utilized in our evaluations have been based on interpolation.of subsurface data between the
borings. . If.the project information provided to us is change.
ed, please contact us so that our
_.::_ .0n{�ill' .e�n•�L�.Ce�i�a .ap��ts x'et+isi'1s v�: �f'riee�sa�. 'lv`he dr� �
any site or subsurface conditions during:conatruetion which deviate fi.om the data outlined in this
exploration should be reported to us for our evaluation. The assesanent of site.envi omnental conditions.
for the presence of pollutants in the soil and :groundwater of the site was beyond the.scope of this
geotechnical exploration.
1
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Re:Two-Eldven Midway(DWQ Permit No. SW8 070935)
Subject:Re:Two-Eleven Midway(DWQ Permit No.SW8 070935)
From:Christine Nelson<[e-mail]>
Date:Thu, 13 Nov 2008 15:43:00-0500
To:Lisa Thomas<[e-mail]>
CC:Janet Russell<[e-mail]>
Lisa,
Is Mr.Henderson the VP for MDI Management,Inc? Our rules require a person of at least the VP level to be the applicant and permittee. To verify
this,we use the NC Secretary of State's corporation database. If Mr.Henderson is not listed as the VP with the Secretary or State,other official
documentation from the Inc must be provided supporting his position as VP.
If he is not the VP,then a notarized letter from the VP or Pres.needs to be submitted with the application authorizing Mr.Henderson to sign on their
behalf. However the modified permit will be written to the person who signed the letter of authorization and this person should be listed on the first
page of the application.
I hope this helps.
Christine
Lisa Thomas wrote:
Christine:
We have an express submittal setup with you on November 20,2008 for the modification to the project entitled,Two-Eleven Midway(SW8 070935). In
the email sent from Janet she indicated that either the President or Vice President of MDI Management,Inc.needs to sign all the required permit
applications. Attached is a PDF of the original approved State Stormwater Permit for this project and Roger Henderson,VP Real Estate and
Representative,was the signing official for all the permit applications that were previously approved for this project. He is also going to be the signing
official for the modification that we will be submitting on Thursday of next week. Please let me know if there is any additional documentation that is
required in this particular situation. Thank you.
,IBA THONAS, E.I.
WITHERS i�C RAVENEL
f�miormnoeareahh Drtva,tRNt.mr ffim,R C.A*3
td 9m 256.92771 1"9.0.254 7534
wwwAthemrayenekam
tia^.T ICE OFCGV',D 4%X_Ii:*M Md NB SGOSllfiE
this elettonic nnlssage,wfpth inciudes any afllachnnents and other docunenls velened to herein,contains infemration from Wittws li,
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COffM111I 11DTICE.Copyright 100 try Wphem&Ravem,Inc.AM Rights Reserved byWilhers 11 Ravend,Inc.This naRec applies la
Ihiselecaorric message,adauachnrrents dwelm andalldocmrretlsr*rml totheiefa.This ekclronitnessage,atry alWthtaents
thereto aml all dotaareatsrefened to therein aiethe pmprletary peopertyd Withers 6 Ravenel,lM.This electronic message,arty
attachments theitto and all dowmenlsreferted b(toxin areprodtled for the recipleal's infamriion anlf,and no rights ate liam.
leered try the twnsmissioa d thfstkclronic aresaaltie by Wihers&RmrereB,int.wa ceiptaf thismeaagc by the recipient or any other
party-
1 of 1 11/13/2008 4:00 PM

RE: Two-Eleven Midway
Subject:RE:Two-Eleven Midway
From:Lisa Thomas<[e-mail]>
Date:Thu, 13 Nov 2008 14:36:06-0500
To:"'Janet Russell"'<[e-mail]>
Janet:
We would like to reserve the scheduled meeting time of 1:30 p.m. on November 20, 2008 for the Express Sto rmwater submittal
meeting for the modification to Two-Eleven Midway.
Lisa J. Thomas, E.I.
Withers & Ravenel
-----Original Message-----
From: Janet Russell [mailto:[e-mail]]
Sent: Thursday, November 13, 2008 11:24 AM
To: Lisa Thomas; [e-mail]
Subject: Two-Eleven Midway
November 13, 2008
*TWO-ELEVBN MIDWAY*
The Express Stormwater submittal meeting for the modification to Two-Eleven Midway has been scheduled with *Christine Nelson
on November 20, 2008 at 1:30* here in the Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington 28405. The
applicant or an assistant must attend the meeting or be available by conference call during the meeting.
Please note that the President or Vice President of the Corporation is required to sign the application document(s). The
Secretary of State web site lists Boyd George and Michael Green as the President and Vice President. Please email Christine
([e-mail]) if you have a question about the required signature on the stormwater application.
Review the submittal requirements attached. Please note that we prefer the plans to be submitted folded to fit our files,
9"xl4".
*Please respond_ within 2 business days to reserve and confirm the submittal meeting date/time.
Thanks­
Janet
Janet Russell
Express Coordinator
1 of 1 11/13/2008 4:00 PM

RE:Two-Eleven Midway
Subject:RE:Two-Eleven Midway
From:Lisa Thomas<[e-mail]>
Date:Thu, 13 Nov 2008 08:36:42-0500
To:"'Janet Russell"'<[e-mail]>
Janet:
We can do anytime on Thursday, November 20th or two Mondays from now on November 24th.
Lisa J. Thomas, E.I.
Withers & Ravenel
-----Original Message-----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, November 12, 2008 2:28 PM
To: Lisa Thomas
Subject: Two-Eleven Midway
Lisa:
We are in receipt of the Express Request for Two-Eleven Midway. Please send me 3 or 4 days & times that you and your
applicant are available to meet for the submittal meeting. We can probably get you in next week but go ahead and give me a
couple of days next week and a couple the following week (excluding the 27 and 28th). Normally the reviewers do not like to
have meetings on Friday since that is their catch-up day.
Thanks,
Janet
1 of 1 11/13/2008 9:57 AM

For DENR Use ONLY
Reviewer:—CIV
North Carolina Department of Environment and 1
Submit: 1 2�
_ Natural Resources ,30
NCDENR Request for Express Permit Review Time: l
Confirm:
FILL-IN all the information below and CHECK the Permits)you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity man(same items exg_ecied in the application package
of the project location.Please include this form in the application package
• Asheville Region-Alison Davidson 828-2964698;alison.davidsonbncmail.net
• Fayetteville or Raleigh Region-David Lee 919-791.4203;[e-mail]
• Mooresville&-Patrick Grogan 704-663-3772 or aMck groglaacmail net
• Washington Region-Lyn Hardison 252-946-9215 or lyn.hardisoaftcmail net
• Wilmington Region-Janet Russell 910-350-2004 or janetrussefiftilcmall.net
NOTE.Project application received after 12 noon will be stamped in the following work day.
Project Name: TWO-ELEVEN MIDWAY County: BRUNSWICK �k- VN1 N V-y fm1,
Applicant: ROGER HENDERSON,VP REAL ESTATE&REPRESENTATIVE Company: MDI MANAdEMENT.INC.
Address: 1381 OLD MILL CIRCLE,SUITE 200 City: WINSTON-SALEM,State: NC Zip:27114-
Phone:[phone] Fax::[phone] Email:[e-mail]
Physical Location:THE NORTHWEST CORNER OF THE INTERSECTION OF MIDWAY ROAD SE AND NC HWY 211
Project Drains into RIVER SWAMP waters—Water classification C:SW (for classification see-hftp://h2o.enr.state.nc.us/bimstrepgrts/repgrtsWB.htmi)
Project Located in LUMBER River Basin.Is project draining to class ORW waters?N,within%mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?N
Engineer/Consultant:_ LISA J.THOMAS,E.I. Company: WITHERS&RAVENEL
Address: 1410 COMMONWEALTH DRIVE.SUITE 101 1 City:WILMINGTON,State:NC Zip 28403
Phone:[phone] Fax::[phone] Email:[e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY❑ DWQ,❑ DCM,-❑DLR,❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑ IntermittentiPerennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑ Isolated Wetland(linear ft or_acres)
❑ Riparian Buffer Authorization ❑Minor Variance❑ Major General Variance
®State Stormwater ❑General ❑SFR, ❑Bkhd&Bt Rmp,❑ Clear&Grub, ❑ Utility
❑ Low Density ❑ Low Density-Curb&Gutter _#Curb Outlet Swales ❑ Off-site[SW (Provide permit#)]
❑ High Density-Detention Pond _#Treatment Systems ❑ High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑ High Density—Stormwater Wetlands _#Treatment Systems
®High Density-Other 1#Treatment Systems i® MODIFICATION: E Major ❑ Minor ❑Revision SW 935(Provide permir#)
❑Coastal Management ❑Excavation&Fill ❑ Bridges&Culverts ❑Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# (for DENR use))
SECTION THREE—.PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site®Yes❑ No Buffer Impacts:® No❑YES: acre(s)
Wetlands Delineation has been completed:®Yes❑No Isolated wetland on Property❑Yes® No
US ACOE Approval of Delineation completed:®Yes❑No 404 Application in Process w/US ACOE: ®Yes ❑ No Permit
Received from US ACOE®Yes❑No
For DENR use only
Fee Split for multiple permits: Check# 1 Total Fee Amount S
�— SUBMITTAL DNI ES I Fee I SUBiMiTTAL DATER Fee
CAMA I $ I Variance(LI Maj;Lj Min) 1 $
SW( HD, LD,El Gen) l - $ iTt UOv 401: $
Li3S $ Stream Deter,_ $
NCDENR EXPRESS September 2008

TWO-ELEVEN MIDWAY SW8 070935
STORMWATER NARRATIVE
Two-Eleven Midway is a proposed high density commercial development located at the
northwest corner of the intersection of Southport-Supply Road, US Hwy 211 and
Midway Road SE in Brunswick County,North Carolina. The project area is comprised
of four(4) separate tracts that total 39.91 acres. Listed below is parcel data for each tract:
Parcel No. Area(acres) Existing Wetlands Proposed Permanent
(acres) Impacts(acres)
2030001601 3.90 0.39 0.00
2030001301 29.11 1.25 (wetlands) 0.09 (wetlands)
0.29 (stream) 0.10 (stream)
2030001304 5.64 0.11 0.11
20300015 1.00 NONE NONE
The original State Stormwater Permit Application No. SW8 070935 was issued on April
17, 2008 and prepared by Kimley-Horn and Associates, Inc. The owner has now
contracted with Withers &Ravenel to redesign the site layout. This redesign resulted in
changes that included realigning the Lowes Foods building to run parallel with Midway
Road and eliminating the Phase II outparcel. However the total impervious area
decreased and the stormwater control system remained the same, as three interconnected
extended detention wetlands that operate as a single unit. Below is a summary of the old
and new calculations for the property:
Old Layout New Layout
Total Site Area 39.91 acres 39.91 acres
Drainage Area 39.47 acres 39.47 acres
Proposed Impervious 27.92 acres 26.12 acres
%Impervious Area(total) 71% 66%
Therefore by either maintaining or reducing the site areas, drainage areas, and impervious
areas, the proposed stormwater wetlands remain the same as previously permitted under
State Stormwater Permit No. SW8 070935.
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VICINITY MAP
(N. T. S.)
TWO-ELEVEN MIDWAY
SW8 070935
REQUEST FOR EXPRESS PERMIT REVIEW
NOVEMBER 11, 2008

Express Submittal Request-Two-Eleven Midway
Subject:Express Submittal Request-Two-Eleven Midway
From:Lisa Thomas<[e-mail]>
Date:Tue,11 Nov 2008 14:19:29-0500
To:"Janet Russell([e-mail])"[e-mail]>
Janet:
We would like to formally request an express submitte!date for the state stormwater modificabo:to the Tyro-Eleven Midway project(SW8 070935).
Attached are PDFs of all the required documentation. Please contact me if you have any questions. Thank you.
t, ,,.:. _..i,
WITHER/ - RAVENEL
14v C=rnax:eade 11"lva,Brit t*l N C.2803
W.-9+.15&32771 fu gto.:5e sEty
www.withetsravenel.com
KQ M. 0FCOI RDEN?MUN AlkD 11i0ti01SC1,0SUBE
this ek-twuLk=mse,whit!:ix!udes aryatiachments cad e!turdscan:Nnts re&"ed to item,o"Wa5 Wamorng fmm Within$
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patty.
FConttent-Description:C4_Overall Site Plan_110708.pdf
C4_Overall Site Plan_110708.pdfnt-Type: application/pdf
nt-Encoding: base64
Content-Description:Express Request.pdf
Express Request.pdf Content-Type: application/pdf
j Content-Encoding: base64
Content-Description:Express Stormwater Nairative.pdf
Express Stormwater Narrative.pdf Content-Type: application/pdf
Content-Encoding: base64
i Content-Description:Express Vicinity Map.pdf
:Express Vicinity Map.pdf'Content-Type: application/pdf
Content-Encoding: base64
1 of 1 11/12/2008 10:14 AM

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SOSID: 0089614
Date Filed: 12/27/2000 4:18 PM
Elaine F. Marshall
CD-479 (40) North Carolina Annual Repc North Carolina Secretary of State j
1
0-W For Business Corporation: 2000 362 33509
Name of Corporation: ;SDI MANAGEMENT, INC.
State of Incorporation:NORTH CAROLINA
Secretary of ftte Corp.ID Number: 0089614 Fiscal Year Ending: 0 9-3 0-2 0 0 0
Month I Day I Year
Federal Employer ID Number:
Check here if information has not changed since most recently filed Annual Report,complete line a only,.y 13
1.Registered agent&registered office mailing address Agent:BOYD L. GEORGE
Mailing Address: P.O. BOX 800
HICKORY, NC 28603
2.Street address&county of registered office strest Address: 120 4 TH STREET, SW
HICKORY, NC 28602
County: CATAWBA
3.If registered agent changed,signature of new agent:
(signature congwas oomsnt to appok.b.-0
4.Enter principal office address here: 120 4 TH STREET, SW
HICKORY, NC 28602
5.Enter principal office telephone number here: (8 2 8) 3 2 3-410 0
6.Enter name,title and business address of principal officers here:
Name: BOYD L. GEORGE Title: PRE .
Address: P.O. BOX 800
City: HICKORY state: HC Zip: 28603
t
Name: MICHAEL J. GREENE ride: VICE-PRES .
Address: P.O. BOX 800
t
city: HICKORY state: NC ztp; 29603
Name: RONALD W. KNEDLIK 'rode; TRES/SEC.
Address: P.O. BOX 800
City: HICKORY state: NC zip: 28603
7.Briefly describe the nature of business: REAL ESTATE LEASING
S.Certification of annual report must be completed by all corporations
/1a-W artrj2-
NAME i'
77E.E:
�...�.-/�✓,�..� _ /i.�-dam
903e35 2.000 SIGNATURE:(Form must he signed by after of corporation) DATE:
DF6216 2175 11/27/2000 11:20 :23 V9.09.01 51
t8

CD- 9(asl Business Corporation
Alp
at 1606ito1pt -()Is
tate
Aacbe of Business Corporation: MDI MANAGEMENT, INC a
� •flop all Yeaf Ending: 0,9 30 06 6tate of lncorp0ation: NORTH CAROLININ
Month!Day!Year
, Bret ,ot&to iA Number: 0089614 kder$I Employer ID Number f'rivacyRedactlon
Of ad
• 'R@'glstei �ent:
R$ d 4' ailing a dress:
•'PO`-B'OX• 8b 0
City: State: ..s
�:. HICBORY, NC 2'8602
��gysta�ed�.0�'de.•S�re��ejj Address: 4
t�• M0 4TI -STRE'ET SW
City: State:
HICKgRY, NC :28602
- 'glrtiture of f ow Rbgistered Agent:
' (signature."- !step caosent to the appoinerm q
f'FihilpV Bice Telepgoft Number:
828-725-4*494
•. dill 0*e-Mailjgg Address:
� .13a* :BOX 800
lr' City: State:
rhg:
HICKORY, NC 2.86x0.2 #
'Piaibal Office S>:reet Address: r
LIe� 120 4TH STREET SW j
City: :•State:
HIC-XORY, NC 28602
Ple' rf d i ess Ad rinoi al'officeig'
We. `� Gfs ETitle.&-O. BOX 800
:. •XYCKORY, NC 2860.3
fr' : State Zi '
'1e':rM CHXEL J. GREENE " Titiec SCE PUSIDE'NT
$.ad-ress:, P.O. BOX 8.00 ,
`H•I,0KORY, WC 2 840�-
gi State Zip:
�larrief D' W: XEN6VjiC ` Title: SIECRE:
4(rress: BQX > 0
HICKORY ,2.8603
t Sta a Zip: a
tioa0bri of-annual repottfiting cbmpfeted bq aftPusitpss corp'orations).
Signature(Form must be signed by an officer of corporation) Date
.56t;51 t/11-03-05. Type ar Piro N*ne
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