SW8060249_HISTORICAL FILE_20060516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_�2^�2ae
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 060249
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Stephen T. Williams and Core Investors, LLC
Ness Commons, Lots 1-3, Shopping Center and WilcoHess
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond 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 May 16, 2016 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for 3 lots. Lots #1 and #2 are each allowed 27,200 square feet of built -
upon area and Lot 43 is allowed 185,180 square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 060249
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
8.0
Onsite, ft2:
348,480
Offsite, ft2:
None.
b. Total impervious Surfaces, ft2:
240,000
OS Buildings, ft2:
29,000
Roads/Parking, ft2:
211,000
Offsite, ft2:
None
C. Pond Depth, feet:
5.0
d. TSS removal efficiency:
90%
e. Design Storm: 1.0
f. Permanent Pool Elevation, FMSL: 29.0
g. Permitted Surface Area @PP, ft2: 18,500
h. Permitted Storage Volume, ft3: 20,768
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower
n. Receiving Stream 1 River Basin:
o. Stream Index Number:
P. Classification of Water Body
II. SCHEDULE OF COMPLIANCE
1
4
30.0
2.0" fd pipe
43,697
8,396
1/6
Ness Creek 1 Cape Fear
"C, Sw"
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.
The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 060249
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.
4. 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.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. 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.
1 & 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.
11. 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 060249
12. 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 060249, 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.
The maximum built -upon area per lot is 27,200 square feet, Lots #1 and
#2 each, and 185,180 square feet, Lot #3. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of
the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas,
but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff from built upon area on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters
which drain to the street, grading the lot to drain toward the street, or
grading perimeter swales and directing them into the pond or street. Lots
that will naturally drain into the system are not required to provide these
measures.
Built -upon area in excess of the permitted amount will require a permit
modification.
Each lot 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.
13. 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 060249
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 116.
15. 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.
16. 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 revegetation 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.
17. 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.
18. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
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.
III. GENERAL CONDITIONS
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
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 060249
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 reissuance 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 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 16 day of May 2006.
NORTH.CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek; P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060249
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 060249
Page 1 of 2
Ness Commons, Lots 1-3, Shopping Center and WilcoHess
Stormwater Permit No. SW8 060249
New Hanover County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (period icaIlylweeklylfulI
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 060249
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 odtlet/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
Tony Roberts, New Hanover County Building Inspections
Page 9 of 9

INFORMATION PERTAINING TO DEED RESTRICTIONS �006
AND PROTECTIVE COVENANTS
pp +✓
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Ma3an'ager® n
Regulations, deed restrictions and protective covenants are required for High Density
Commercial Subdivisions where lots will be subdivided 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. The following deed restrictions and covenants must be recorded prior to the sale
of any lot:
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 area per lot is as follows:
Lot # BUA Lot# BUA Lot# BUA
1 27,200 SF 2 27,200S F 3 185,180 SF
These allotted amounts include 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.
7. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through a variety of means including: a
piped collection system, which ultimately discharges into the stormwater facility;
appropriate grading of the lot such that the built -upon surfaces drain into the
stormwater facility; or graded swaies which collect runoff and direct it into the
stormwater facility.
8. Each lot whose ownership is not retained by the permittee, is required to submit
a separate stormwater permit application to the Division of Water Quality and
receive a permit prior to construction.
Page 1 of 2

I acknowledge and agree by my signature below that I am responsible for the deed
restrictions and protective covenants listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: _,_ I 1 k), f VW s
Title:
Address:
Phone:
Signatur
Date: ✓C�� �w
I,.�S►`T�rr % ?RiC z71as—
Dote: 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
a rod + il0 , County of Tg do hereby
certify that. p �l�� ,T 1�, p rn I" personally appeared before
me this day of , D V , and
acknowledge the due execution of the for oing wet detention basin maintenance
requirements. Witness my hand and official seal,
7NOTARY
FFICIAL SEAL
ra RY D. POOLEY
"440R'i'HCAROLWATY OFFORSYTH
My Commiesian Expires July 2, 2DD6
My commission expires7y: ,Q-�CkQ
Page 2 of 2

IGHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
April 28, 2006
Mr. Paul Bartlett
Environmental Engineer
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: Core Investors, LLC
WilcoHess and Shopping Center— Ness Commons
SW8 060249
Mr. Bartlett,
Enclosed are revised drawings CI, and D1, Signed Deed Restrictions, and revised volume
calculations for high density development on the above mentioned site.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Sincerely,
Shane Li red,
Project Engineer
Right Angle Engineering

it /4
* * * COMMUNICATION RESULT REPORT ( APR.21.2006
P. 1
FILE MODE
191- MEMORY TX
OPTION
----------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
------- 92512288
TTI NCDENR WIRO
RESULT PAGE
--------- --------------- OK P.
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 4/21/06 No. of Pages: 2 (Incl. Cover)
To: Shane (_ippard From: Paul Bartlett
Company: Right Angle Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone M 910-795-7301
DWQ Stormwater Project Number: SW8 060249
Project Name: Ness Commons -
MESSAGE:
Shane,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Williams, and a copy will be mailed to you,

1:!
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 4/21/06 No. of Pages: 2 (Incl. Cover)
To: Shane Lippard From: Paul Bartlett
Company: Right Angle Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060249
Project Name: Ness Commons
MESSAGE:
Shane,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Williams, and a copy will be mailed to.you.
//0
ENBlptb: S:1WQSISTORMWATERIADDINF0120061060249-3.apr06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

W A r�
r
April 21, 2006
Mr. Stephen T. Williams
Core Investors, LLC
318 Inderia Mills Ct.
Winston-Salem, NC 27101
Subject: Request for Additional Information
Stormwater Project No. SW8 060249
Ness Commons, Lots 1-3
New Hanover County
Dear Mr. Williams:
Michael F. Easley, Govemor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Ness Commons, Lots 1-3 on February 27, 2006 and revised applications on March 20 and
April 12, 2006. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
uese provide original, signed, dated and notarized deed restrictions.
�" }2 Please revise the forebay to provide approximately an additional 1,400 cu ft of
volume at the permanent pool elevation (20% of total permanent pool volume).
Plase note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to May 1, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies -are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sinc rely,
aul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:1WQSISTORMWATERIADDINFO120061060249-2.apr06
cc: Shane Lippard, P.E., Right Angle Engineering No[ihcarolina
Paul Bartlett 11 atimally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone (9 tO) 796-7215 Customer Service
Wilmington Regional Office Intemet www.nc�%ateroualitre Fax [phone]
An Equal Opportunity]Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

IGHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
April 12, 2006
Mr. Paul Bartlett
Environmental Engineer
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: Core Investors, LLC
WilcoHess and Shopping Center — Ness Commons
SW8 060249
Mr. Bartlett,
Enclosed are revised detail drawing DI, Draft Deed Restrictions, and revised calculations for
high density development on the above mentioned site.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Sincerely,
an ppard, .E.
Project Engineer
Right Angle Engineering
RECEIVFD
APR 12 2006

P. i
FILE MODE
--------------
866 MEMORY TX
COMMUNICATION RESULT REPORT ( APR. 4.2006 12:58PM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT) PAGE
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
92512208
P. 4/4
✓4/N 146 �'%
,B.fAdrus��
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 4/4/06 No, of Pages: 4 (Incl. Cover)
To: Shane Lippard From: Paul Bartlett
Company; Right Angle Eng, Water Quality Section - Stormwater
FAX M [phone] FAX #: - 910-350-2004
Phone #: [phone]
DVVQ Stormwlater Project Number: SW8 060249
Project Name: Ness Commons
MESSAGE,
Shane,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Williams, and a copy will be mailed to you.
� 0

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 414106 No. of Pages: 4 (Incl. Cover)
To: Shane Lippard From: Paul Bartlett
Company: Right Angle Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060249
Project Name: Ness Commons
MESSAGE:
Shane,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Williams, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060249-2.apr06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

o".40 � w A rp,�Q�
April 4, 2006
Mr. Stephen T. Williams
Core Investors, LLC
318 Inderia Mills Ct.
Winston-Salem, NC 27101
Subject: Request for Additional Information
Stormwater Project No. SW8 060249
Ness Commons, Lots 1-3
New Hanover County
Dear Mr. Williams -
Michael F. Easley, Governor
William G. Moss Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Ness Commons, Lots 1-3 on February 27, 2006 and a revised application on March 20, 2006.
A preliminary review of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
1 Please provide a copy of the proposed deed restrictions to ' elude all required
conditions and limitations for Lots #1, #2, and #3 The- 'elf -may be
used. Please complete the form and have ' Igned, dated and nota ' ed�We
will need the original.
9
2. easearify the sediment removal elevation of the pond. With af?.3-.0�'"6rottom .
and 129'- permanent pool elevation, the sedimeAtioval elevation should be
2455 vs 23.8' on the marked drawing D1 an,(25.25 on page 3 of the
z� supplement. The depth should also be changed to,4-51n Item #4 on page 3 of
the supplement.. 3,75 ✓
3. Please clarify the permanent and mporary pool and forebay volumes. It
appears from stage storage tab s received on March 20, 2006 that the "Pond
Total Volumes" table is the ay only. If that is so, the permanent pool
N �� v Iume is approximatelySete(ed
00 u ft when the forebay and main bay volumes
are added vs 32,763 cu4 on the supplement and 52,625 cu ft listed irk2
the calculations ("Detention Pond Calculations", page 1). f-0 + 14. b a 41V,
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to April 12, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A. One
No -1hCarolina
;il 7atirrally
North Carolina Division of Water Quality 127 Cardinal Drive latension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.nc.3ateryual?t .or Fax [phone]
An Equal Opporiunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

Mr. Stephen T. Williams
April 4, 2006
Stormwater Application No. SW8 060249
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sinc rely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060249-2.apr06
CC' Shane Lippard, P.E., Right Angle Engineering
Paul Bartlett

INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density
Commercial Subdivisions where lots will be subdivided 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. The
following deed restrictions and covenants must be recorded prior to the sale of any lot:
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 area per lot is square feet. 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.
Note: If the BUA per lot varies, please substitute the following paragraph for the
one above and provide a complete listing of the proposed BUA for each lot:
The maximum allowable built -upon area per lot is as follows. -
Lot # BUA Lot # BUA Lot # BUA
These allotted amounts include 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.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This
may be accomplished through a variety of means including: a piped collection system,
which ultimately discharges into the stormwater facility; appropriate grading of the lot
such that the built -upon surfaces drain into the stormwater facility; or graded swales
which collect runoff and direct it into the stormwater facility.
8. Each lot whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a
permit prior to construction.

IGHTANGLE.
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
March 17, 2006
Mr. Paul Bartlett
Environmental Engineer
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: Core Investors, LLC
WilcoHess and Shopping Center — Ness Commons
S W 8 060249
Mr. Bartlett,
Enclosed are revised design drawings, revised applications, and calculations for high density
development on the above mentioned site.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Sincerely,
Shane pard, P.E.
Project ngineer
Right Angle Engineering
RECEIVSD ,
MAR 2 0 2006 �j

P. 1
(y COMMUNICATION RESULT REPORT ( MAR.10.2006 11:34AN )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RE T
--------------------------------------- PAGE
374 MEMORY TX -----`------------
92512208 ------ OK P. 3/3 --
--------------
-
----------------------------
REASON FOR ERROR -----------------
E-1) HANG UP OR LINE FAIL E-2) BUSY ----------
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 3/10106 No. of Pages: 3 (Incl. Cover)
To: Shane Lippard From: Paul Bartlett
Company: Right Angle Eng. Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060249
Project Name; Ness Commons
MESSAGE:
Shane,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Williams, and a copy will be mailed to you.
I

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 3/10/06 No. of Pages: 3 (Incl. Cover)
To: Shane Lippard From: Paul Bartlett
Company: Right Angle Eng. Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060249
Project Name: Ness Commons
MESSAGE:
Shane,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Williams, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATER\ADDINF0120061060249.mar06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

o�0F W A r�gQc
4 Y
March 10, 2006
Mr. Stephen T. Williams
Core Investors, LLC
318 Inderia Mills Ct.
Winston-Salem, NC 27101
Subject: Request for Additional Information
Stormwater Project No. SW8 060249
Ness Commons, Lots 1-3
New Hanover County
IBURS 8MY1 hiFoTM
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
,Alan W. Klirnek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Ness Commons, Lots 1-3 on February 27, 2006. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
�, 1 Please enter your name and title in Section 1.2 of the application. We assume
�r Q+/that your title is "Manager", based on Core Investors, LLC documents filed with
the NC Department of the Secretary of State.
Please enter the receiving stream, Ness Creek, in the table of Section 111.6 of the
application.
Please enter impervious area items for Lot #1, and enter "Lot #2 Future" and "Lot
/\ l`► a� F tur ; im ery u reas in the table of Se tion 1 of e a lication.
4. Please clarify the bottom elevation of the pond. Th supplement and calcula ions
list 24', but Shee s 1 and zi
D1 illustrat,e1 Q2 �'. �-- 2_3 b z a _
5. P se clarify thleltemporary pool elevation. The supplement and Sheet D1 list ,
00 , but the c Iculations list 30.2'.
j�S6. Please clarify the permanent pool surface area. It appears from Sheet C1 that
the PP surface area (main bay plus forebay) is approximately ,OO2sq ftf�ut< the calculations and supplement fist 17,500 sq ft, CC&q P� U
7. Please enter the permanent pool volume (main bay plus forebay) on page 1 of
the supplement and clarify the forebay volume entry. If the PP volume of 52,625
cu ft listed in the calculations is correct (for forebay plus mainbay), the forebay
volume at 20% will be 10,525 cu ft instead of the 4,300 cu ft entry on the
supplement.
�,L&
lease provide a pond stage storage table in the calculations for forebay and
K__ _0
Lt,otjvtmain basin surface areas and incremental and tota voI e from the pond bottom
to temporary pool elevations. n V
:Q"f(
40 One
North Carolina Division of Watcr Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
R'ilmington Regional Office Internet:' www nc%valei qua] ity.wg Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper
Customer Service
1-877-623-67-18

Mr. Stephen T. Williams
March 10, 2006
Stormwater Application No. SW8 060249
Please note that this request for additional information is in response to'a preliminary
review. The requested information should be received by this Office prior to March 20,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since ly, `
C --
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINE0\2006\060249.mar06
CC' Shane Lippard, P.E., Right Angle Engineering
Paul Bartlett

,t
Page 1 of 1
North Carolina
` r
4 Elaine F. Marshall DEPARTMENT OF THE
il
Secretary ECRETARY OF STATE
�:.44 ", a PO Box 29622 Raleigh, NC 2762"622 [phone]
Corporations
Date: 3/10/2006
"Corporations Home
*Important Notice
Click here to:
•Corporate Forms/Fees
View Document Filings I
*Corporations FAQ
T1Print apre-populated Annual Report Form I Annual Report Count I Fil
!Tobacco Manufacturers
an Annual Report I
Dissolution Reports
*Non -Profit Reports
Corporation Names
•Verify Certification
•Online Annual Reports
Name
Name Type
•KBBE B26 Annual Reports
Links
NC CORE INVESTORS,
Legal
*Secretary Of State Home
L.L.C.
"Register for E-Procurement
Limited Liability Company Information
*Dept. of Revenue
Legislation
"1999 Senate Bills
SO5[p:
0423844
"2001 Bill Summaries
Status:
Current -Active
"Annual Reports 1997
Date Formed:
4/10/1997
"Corporations 1997
"Other Legislation
Citizenship:
Domestic
Search
State of Inc.:
NC
,,By Corporate Name
Duration:
MAR 2037
OFor New Corporation
"By Registered Agent
Registered Agent
Online Orders
*Start An Order
Agent Name:
g
Ruffin, John L
"New Payment Procedures
Contact Us
Registered Office Address:
318 Indera Mills Court
"Corporations Division
Winston-Salem NC 27101
"Secretary of State's web site
Registered Mailing
318 Indera Mills Court
Print
Address:
Winston-Salem NC 27101
"Printable Page
Principal Office Address:
318 Indera Mills Court
Winston-Salem NC 27101
Principal Mailing Address:
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http:l/www.secretary.state.nc,us/Corporations/Corp.aspx?PiteniId=4703391 3/10/2006

C200511100103
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
CORE INVESTORS, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0423844
NATURE OF BUSfNESS:
REAL ESTATE LEASING
REGISTERED AGENT:
JOHN L.RUFFIN
REGISTERED OFFICE MAILING ADDRESS: 318 INDERA MILLS COURT
WINSTON—SALEM, NC 27101
REGISTERED OFFICE STREET ADDRESS: 318 INDERA MILLS COURT
WINSTON—SALEM, NC 27101
FORSYTH
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER: 3 3 6— 7 2 2 —19 8 6
SOSI D: 0423844
Date Filed: 4/21/2005 1.06:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200511100103
FEDERAL EMPLOYER ID NUMBER: 561629525
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE MAILING ADDRESS: 318 INDERA MILLS COURT
WINSTON-SALEM, NC 27101
PRINCIPAL OFFICE STREET ADDRESS: 318 INDERA MILLS COURT
WINSTON—SALEM, NC 27101
MANAGERS/MEMBERS/ORGANIZERS:
SEE STATEMENT 5
Name: Name: Name:
Titre: Titre: Titre:
Address: Address: Address:
City: City: City:
State: ZIP: State: ZIP: State: ZlP:
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BE VG.106 BY A MANAGER/MEMBER �• DATE
JOHN L. RUFFIN MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State 0 Corporations Division • Past Office Box 29525 9 Raleigh, NC 27626-0525
469231
01-21.05

C200511100103
CbiiE.INVESTORS, LLC 56-1629525
ANC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 5
JOHN L. RUFFIN
4115 SHATTALON DRIVE
WINSTON-SALEM, NC 27106
STEPHEN T. WILLIAMS
450 SHEFFIELD DRIVE
WINSTON--SALEM, NC 27104
T. DAVID NEILL
438 WESTOVER DRIVE
WINSTON--SALEM, NC 27104
STATEMENT(S) 5

LLC5 �
STATE OF NORTH CAROLINA�
ANNUAL R€PORT OFFICE US,0fjj.Y1j
INCLUDE *200.00 FILING FEE
PAYABLE TO N.C. SECRETARY AMOUNT c7l
OF STATE. o frf� \\\ i("' PROCESSED BY
tit N U J O 1 REPORT DUE DATE- OA-A-1997
LLC ID- 0 4 2 3 8 4 4
FILING NO- A 0 0 1 - - NOTICE DATE- 04-:0-1997
STATE OF ORG- NC - DATE OF ORG-����0FF4c�--10-1147
1. REGISTERED AGENT i REGISTERED OFFICE MAILING ADDRESS ENTER AGENT MAHE 9 MAI{080�"LSVJLHARASik RE -
CORE INVESTORS, L.L.C.
CIO JOHN L RUFFIN
NIM670N-SALEM NC 2
2. `r_ �n4
STREET ADDRESS OF REGISTERED OFFICE ENTER STREET ADDRESS CHANGE HERE
S
NIHSTON-SALEN HC �yaz
C0jNTV - FoRSYTN 2.-% 10 Cn
3- IF REGISTERED AGENT CHANGED. SIGNATURE OF NEW AGENT
:twin cox:UWE. cox 1 T. ✓Fa lu.Kui
4. ENTER PRINCIPAL OFFICE ADDRESS HERE - CORE INVESTORS, L.L.C.
AODR- 3w N . F - — 5 k•i—
CITY-w'. 11". - S,,— NI,sT_R4e ZIP-zl�c1
5. ENTER FEDERAL EMPLOYER 10 NLMER HERE -
NUMB-
4. INTER MAHE AND BLSIMESS ADDRESS OF MANAGERS HERE -
HAE- ,_ r+A00R-Z„c .-.�. act•,. D'c1.
CITY- —.-%k a..- 5�4\c�.._ ST-9� ZIP- 71 Yaffe
NAME-jlt�i�. W'.\4 c....-i AODR-ZIJZ`� i' -fQc 'Z4
CITY---" ST-Yy 4 ZIP- Z''\ �'2
NAME- ADOR-
CITY- ST- ZIP-
NAME- ADDR- .
' CITY- ST- ZIP-
7. BRIEFLY DESCRIBE THE NATURE OF ITS BUSINESS
CORE INVES
i
� l o
B. SIp1Eo- Ouf F- r
' IF xoSl K SInEC lY 1 OF LLCI
THE CR fRlx1 .WC -
This fors should be returned 6y the DUE DATE shown above With a check for $200.00 to:
SECRETARY OF STATE, ANNUAL REPORT SECTION, POST OFFICE 29525. RALEIGH MC 27626-0525.
LLC5

TopoZone - The Web's Topographic Map Page 1 of 1
0 0.3 0.6 0.9 1.2 1.5 km
0 0.1 0.2 0.3 0.4 0.5 mi
Map center is 34.2957°N, 77.9219°W (WGS84/NAD83)
Castle Hayne quadrangle M=-8.995
Projection is UTM Zone 18 NAD83 Datum . G=-1.643
http://www.topozone.com/print.asp?z=18&n=3798809.30640698&e=231064.55609671 &s... 3/ 10/2006

IGHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
February 27, 2006
Mr. Cameron Weaver
One Stop Permitting Coordinator
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: Core Investors, LLC
WilcoHess and Shopping Center —Ness Commons
Mr. Weaver,
Enclosed are design drawings, applications, and calculations for high density development on the
above mentioned site. The project proposes to construct a WilcoHess station with convenience
store. The pond is sized for buildout of the total 8 acre site.
Enclosed are 2 copies of DWQ applications and check for $4000.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Since ely,
Shane Li d, P.E.
Project Engineer
Right Angle Engineering
FEB 2 7 2006

an 18 06 10: 49a Rae' Pc �P2512208 P. 1
2
NCDENR
North Carolina Department of Environment and Natural Resources Z ��
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
96 S
Requet for Express Permit Review r a Wes- `(o
FILL-IN all information below and CHECK required Permit(s). �� ��'��
FAX or email to Cameron. Weaver(dncmail.net along with a narrative and vicinity map of the project locatidn.-a
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Steve Williams _
Company Cere Investors, Ll_C
Address 318 Inderia Mills Ct City/State-Winston-Salem Zip_27101_ County —New Hanover
Phone [phone] Fax [phone] Email
PROJECT Name Shopping Center and WilcoHess - of 3 Ness Commons
PROJECT SYSTEM(S) TRIBUTARY TO N eS (STREAM NAME) _Cape Pear RIVER BASIN
ENGINEER/CONSULTANT Shane Lippard, PE
Company _Right Angle Engineering
Address�212 Princess Street City/State—Wilmington, NC—Zip_28401 County_New Hanover
Phone_251-8544 Fax�251-2208 [e-mail]
----------------------------------------------------------------------------------------------------------------------------------------------------------------------
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts - ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that appiv Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑Yes ❑No l Permit received from USACE ❑Yes ONO
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits. -
SW $
CAMA $
LOS S
401 Total Fee Amount

Jan 18 06 10:49a
Rae Pc 19102512208 P.ef-

Jan 18 06 10:49a
i
Rae Pc
19102512208
p.3
DESIGN NARRATIVE FOR HIGH DENSITY PROJECT
AT CORE INVESTORS 8 AC. COMMERCIAL BUILDING SITE
CASTLE HAYNE ROAD
NEW HANOVER COUNTY, N.C.
October 2005
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
• 8.0 MAINTENANCE PLAN
APPENDIX
RUNOFF CALCULATIONS
PIPE CALCULATIONS
Core Investors Cominercial Building Site
Castle H2yne Road
October 2005
.
S-
:. L s
►'E 023917 r
r
0.
IItbE Llp�+�

Jan 18 06 10:49a Rae Pc
19102512208 p.4
9. Project Description: The Project is proposed to be construction of a 3500 SF
gas station/convenience store with fuel islands, parking lot, asphalt entrance road, and
storm water system for the entire 8 acre site_ The land disturbing activity associated with
the project will consisf o— f clearing and-grObbing of vegetation, preservation of existing
trees, grading of the site, and sediment and erosion control measures such as a silt
fence, gravel construction entrance, inlet protection, and wet detention pond. Also
included in the project will be storm piping to collect the parking drainage and future
areas and direct it to the wet detention pond, The total area which will be disturbed for
this project is 3.5 acres. Total impervious area allowed for the entire site will be 239,580
p posed construe ion and also make -a -future allowable impervious for
prospective development.
C�1
2. Site Description: The project site is in New Hanover Co., NC, located on Castle
Hayne Road approximately 2000 feet north of the intersection of Kerr Ave. The property
on which the development will take place is currently owned by Core Investors of
Winston-Salem, NC.
On site soils consist mainly of Baymeade, and Leon_ These soils are mainly loamy, fine
sands.
There are no existing wetlands onsite. Existing drainage ditches define the rear property
line and the south property line and provide surface water runoff for the site. These
ditches will be left intact.
General slope of the site is from northeast to southwest towards the back of the site_
Land use in the vicinity is residential, rural agricultural, and commercial.
3. Adiacen_t Property: The areas adjacent to the project site are residential and
commercial areas.
4. Drainage Considerations: There are two major drainage features existing on
the site. The site is mostly flat with slight slope from northeast to southwest. A typical
18" driveway crossing pipe will be installed at the entrance on Castle Hayne Road and
will only carry drainage along the road side ditch. The parking area will have one catch
basin and an 18" outlet pipe to direct the runoff to the collection system. The collection
system will be sized for future development and carry the flow to the wet detention basin_
The basin is sized to provide sufficient runoff capacity for the entire allowable impervious
area. The wet detention basin is to provide detention of the pre -construction and post -
construction runoff difference and meet the 90% TSS water quality requirements. The
amount of retention was based on the Type III rainfall distribution of the 25 year, 24-hour
storm. Calculations are provided.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
Temporary Gravel Construction Entrance/Exit
Core investors Commercial Building Sitc
Castle Hayne Road
October 2005

Jan 18 06 10:49a Rae Pc 1910251220E p.5
To prevent sediment from leaving the site, temporary gravel construction entrances
should be installed where the access road enters the site and instersects with
Castle Hayne road. For dimensions and specifications, see construction details.
2. Land Grading
The existing slope of the site is from northeast to southwest towards the back of
the lot. Most of the disturbed areas on the site will sheet flow to the existing
drainage patterns on the site and to the catch basins.
3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.
4_ Wet Detention Basin
A wet detention basin will be constructed for long term runoff pollutant control, and
this area will be used as a sediment basin during construction. Outlet control
structure with rip rap energy dissapator will be installed when basin is excavated
and 30' sodded vegetated filter will be placed after the rip rap to provide additional
filtering prior to discharge into the existing ditch.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrancelexits.
4_ Before clearing and grading of the site, install silt fencing, detention basin with outlet
structure, and clean and replace as necessary.
5. Begin clearing and grading of the site.
6. Install storm piping.
7. Install new roadway.
8. Sod/Seed, mulch, and tack immediately to establish proper vegetation.
9. All erosion and sediment control practices will be inspected weekly and after each
rainfall event. Needed repairs will be made immediately,
10. After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
7. Vegetation Plan:
1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 "-2 deep grooves perpendicular to the slope.
Core Jnvcslor5 Commercial Building Site
Castle Hayne Road
October 2005

Jan 18 06 10:53a Rae Pc
19102512208
p. e
t
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 Ib/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 Ib/acre.
8. Maintenance Plan:
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. Ail devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate / Schedule
Tem ora Seedin
Grass Type Amount / 1000 SF
Time of Seeding
Initial
Rye Grain 1-2 Ibs
Nov. —Jan.
25 lbs 10-10-10
Brown Top Millet 1-2lbs
June --Au .
25lbs 10-10-10
Core ttivestors Commercial Building SiLC
Castle Hayne Road
October 2005

Jens 18 06 10:53a Rae Pc IUIui�fblecub N•+
Permanent Seeding
Grass Type
Amount
I Time of
Initial
I Fertilization 1
Fertilization 1
Fertilization /
/1000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
Maintenance
maintenance
Burmuda,
1-2 Ibs
Apr_ —
25 lbs
March -April
Each 4-8
Aug. -Sept.
Common
June
10-10-10
121bs
Weeks
12lbs
10-10-10
1-2 Ibs N.
10-10-10
Fescue, Tall
5-7 Ibs
Sept. —
25 Ibs
Feb -March
May & Dec.
Sept. -Oct.
(Kentucky
Oct.
10-10-10
12 ibs
%s to 1 lb. n.
12 lbs
31)
Feb.—
10-10-10
10-10-10
Oct.
Sericea
1-2 Ibs
March —
25 Ibs
Feb -March
1/2to 1 lb. N.
N/A
€-espedeza
Apr.
10-10-10
(Slopes)
"' Bermuda Sod Where shown on the plans.
END OF PLAN
Care Investors Commercial Building Site
Castle Hayne Road
October 2005