SW8030104_COMPLIANCE_20090225

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�z2u
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
�ZD COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 25, 2009
Mr. Jon T. Vincent, Manager
Village Road Properties, LLC
1508 Military Cutoff Rd. Suite 302
Wilmington, NC 28403
NOTICE OF INSPECTION
Village Road Commons
Stormwater Project No. SW8 030104
Brunswick County
Dear Mr. Vincent:
Dee Freeman
Secretary
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report". The report summarizes the findings of a recent inspection of the
project's stormwater controls conducted on February 17, 2009 to determine compliance
with Stormwater Permit Number SW8 030104 issued on November 17, 2003.
Based on a file review and site visit, this office has determined that Stormwater Project
No. SW8 030104 is currently in compliance with the permit. Please be reminded that if
any ownership or name change has occurred it is the permittee's responsibility to notify
this office in writing._If you have any questions please contact me at the Wilmington
Regional Office, telephone number [phone].
S i n ce r y,
David Cox
Environmental Senior Specialist
GSldwc: S:1WQSISTORMWATIINSPECT1030104.feb09
cc: Central Files
LVlliim ingtan_Regional_Offic—e7
David Cox
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] k Customer Service: 1-877-623-6748 North C aro l i n a
Internet: vrnw.ncwaterquality.org Naturally
An Equal Opportunity 1 Affirmative Action Employer

Compliance Inspection Report
Permit: SW8030104 Effective: 11/17/03 Expiration: 11/17/13
County: Brunswick
Region: Wilmington
Owner: Village Road Properties LLC
Project: Village Road Commons
Intersection Of Village Rd
Old Fayetteville Rd
Leland NC 28451
Contact Person: Jon T Vincent Title: Manager Phone: [phone]
Directions to Project:
Off US Hwy 74176, take Village Road approx. 314 mile northwest. Site is the Southeast side of teh Village Road and Old Fayetteville
Road.
Type of Project: State Stormwater - High Density
Drain Areas: 1 - (Brunswick River) (03-06-17 } ( SC)
On -Site Representative(s):
Related Permits:
SW8031032 G H K Developments Inc - Walgreens-Village Road Commons -
Leland, NC
SW8080423 Boaz Properties LLC - AutoZone Leland
Inspection Date: 02/1712009 Entry Time: 03:30 PM
Primary Inspector: David W Cox
Secondary Inspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: e Compliant ❑ Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Exit Time: 03:50 PM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW8030104 Owner - Project: Village Road Properties LLC
Inspection Date: 02/17/2009 Inspection Type: Compliance Evaluation Reason for Visit: Follow-up
Inspection Summary:
Operation and Maintenance
Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ■ ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
Upon request?
Comment:
Yac Nn NA NK
Is the permit active?
■
❑
❑
❑
Signed copy of the Engineer's certification is in the file?
■
❑
❑
❑
Signed copy of the Operation & Maintenance Agreement is in the file?
■
n
❑
❑
Copy of the recorded deed restrictions is in the file?
❑
n
n
❑
Comment:
SW Measures
Yes
No
NA
NE
Are the SW measures constructed as per the approved plans?
■
❑
❑
❑
Are the inlets located per the approved plans?
■
❑
❑
❑
Are the outlet structures located per the approved plans?
■
❑
❑
❑
. i�T ATii%.Ti8
Page: 2

o� � w H r�RQG
D 'C
June 5, 2008
NOV-2008-PC-0387
CERTIFIED MAIL #7007 0220 0000 8222 7306
RETURN RECEIPT REQUESTED
Mr. Jon T. Vincent, Manager
Village Road Properties, L.L.C.
1508 Military Cutoff Rd. Suite 302
Wilmington, NC 28403
Subject: NOTICE OF VIOLATION
Village Road Commons
Stormwater Permit No. SW8 030104
Brunswick County
Dear Mr. Vincent:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
On May 28, 2008, Wilmington Regional Office personnel performed a State Stormwater permit
file review of the subject project, located on SR 1472 in Leland, Brunswick County, North
Carolina. The permit file review was performed to determine the status of compliance with
Stormwater Permit Number SW8 030104, issued to you on November 17; 2003.
The project has been found-iri violation of Stormwater Permit Number SW8 030104 , issued
pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
Failure to submit a certification from an appropriate designer for the system installed.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,. 9,
and prior to operation of this permitted facility, a certification.must be received from
an appropriate designer for the system 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.
2. Failure to build according to the approved plan. It appears that the forebay was not
installed according to the approved plan, The permitted stormwater system design
requirements, areas, volumes elevations, and orifice size must be provided at all
times in the stormwater system.
To correct these violations you must :
1. Provide a written "Plan of Action" which outlines the actions you will take to
correct the violation(s) and a time frame for completion of those actions, on or
before June 19, 2008.
2. Provide the required Designers Certification for the stormwater management
system. The Designers Certification must be from an appropriate designer.
Nor`thCarolina
,lValumlly
North Carolina Division or Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.nc%vateruualitv.org Fax [phone]
An Equal OpportunitylAflirmaVve Action Employer - 50% Recycled110% Post Consumer Paper

June 4, 2008
Village Road Commons
Stormwater Permit No. SW8 030104
3. Either install the forebay per the approved plans or submit a modification.
Failure to provide the "Plan of Action" by June 20, 2008, or to correct the violations by
the date designated in the "Plan of Action", are considered violations of 15A NCAC
2H.1000, and may result in the initiation of enforcement action which may include
recommendations for the assessment of civil penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the Brunswick County Building Inspector, this Office is
requesting that the Building Inspector consider withholding building permits and
Certificates o Pccupancy for this project until this matter is satisfactorily resolved.
If you have a �stions concerning this matter, please call David W. Cox at (910)
796-7215. .`"'\
Sin rely;
Ed Beck
Regional Supervisor
Surface Water Protection Section
ENBldwc: S:1WQSISTORMWATINOT10E1030104NOV.jun08
cc: Mark Hargrove, P.E.
Brunswick County Building Inspections
David W. Cox,
Central Office
Tim Evans (Town of Leland)
�Jay_Carmine, P.E.
Page 2 of 5

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
December 31, 2003
N-CDENR
ENVIRONMENT AND NArURA RESOVRc£5
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL P 254 116 341
RETURN RECEIPT REQUESTED
Village Road Properties, LLC�
Mr. Jon T. Vincent, Manager 1
1508 Military Cutoff Road - Suite 302
Wilmington NC 28403
Project Name. Village Road Commons
Project No: BR-04073
Brunswick County
Dear Mr. Vincent:
On December 29, 2003, personnel of this office inspected a project located SR 1472 in Brunswick
County, North Carolina. This inspection was performed to determine compliance with the North Carolina
Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing activity of
approximately 4.9 acres being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The
purpose of this letter is to inform you that this activity was found to be in violation of the Act, NCGS 113A-50
to 66, and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that you are not responsible
for the following violations, please notify this office immediately. '
The violation that was found is
1. Failure to take all reasonable measures to protect all public and private property from damage by such
land -disturbing activities. 15A NCAC 4B.0005. .
Site has been roughly graded without a gravel construction entrance and without the
installation of the stormwater retention pond (primary erosion and sediment control measures.)
To correct this violation, you must:
Install the gravel construction entrance per approved plan. (Reasonable measure)
Install the stormwater retention pond per approved plan. (Reasonable measure)
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]

Mr. Jon T. Vincent
December 31, 2003
Page Two
The initial one day civil penalty could be an assessment of up to $5,000.00. A time period for
compliance is not required for this initial one day civil penalty pursuant to NCGS 113A-61.1 (c) and NCGS
113A-64(a)(1). An initial one day civil penalty is being considered for this project.
If the violations described in this Notice are not corrected within 7 days following your receipt of this
Notice, the Division of Land Resources may take additional appropriate legal action against you pursuant to
NCGS 113A-64. That action could be the assessment of additional civil penalties and may result in the
initiation of other remedies as prescribed by the Act. If additional civil penalties are assessed for the violations,
the amount may be up to $5,000.00 per day for each day of the violation pursuant to NCGS 133A-64(a)(1).
If all violations are corrected within the time period specified for compliance, additional civil penalties or legal
remedies will not be pursued.
Any new land -disturbing activity associated with this project should not begin until the area presently
disturbed is brought into compliance with the Act. When corrective actions are complete, you should notify
this office so that the work can be inspected. You should not assume that the site is in compliance with the
Act until we have so notified you. In addition, once compliance has been achieved, all installed measures must
be satisfactorily maintained until development is complete and the site is fully stabilized to avoid further
violations of the Act.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of the relevant
statute and administrative rules maybe examined at this office or will be sent to you upon request. Should
you have questions concerning this Notice orthe requirements of the Act, please contact either Kevin Rowland
or me at your earliest convenience.
Please do not hesitate to contact me regarding any questions you might have about this matter.
Sincerely,
S
Daniel Sams, P.E., M.E.
Regional Engineer
DES/KR/bfr
cc: Sedimentation Specialist
WiRO-LQS _
CDWQ-Supervis&zWiR0
Enclosure: Inspection Report

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
LAND QUALI SECTION.• 127 Cardina ,.(?rive, Fyxt. Wilmington, NC 28405-3845 [phone]
County / Project: RiverBa
Person Financially Responsible: / . , ,r T . iy/ r Project #
Address:
1. Project Location . { - Pictures: No ❑ Yes Gk",
2, Weather and Soil Conditions . "D / c t 1a/- :11 Lye,
3. Is site currently, under notice of viola io ? Yes El No
� L
4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑
5. Violations:
❑ a. No approved plan, G.S. 1 I3A-57(4) and 15A NCAC 4B.0007(c)
�b. Failure to follow approved plan, G.S. 113A-61.1
❑ c. Failure to submit revised plan, G.S. 1 I3A-54.1(b) and
15A NCAC 413.0018(a)
❑ d. Failure to provide adequate groundcover, G.S. I I3A-57(3) and
15A NCAC 4B.0007(b) or 15A NCAC 4B.0024(e)
❑ e. Insufficient measures to retain sediment on.site, G.S. l 13A-57(3)
Ni Failure to take all reasonable measures, 15A NCAC 413.0005
6. NPDES Permit Violation? Yes X No ❑ Describe /�II/1 7rr
Case #
• a
Prints ❑ Slides ❑ Diaitdl X Video ❑ 1
No K If no, check violations below:
❑ g. Inadequate buffer zone, G.S. 113A-57(1)
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
or 15A NCAC 4B.0024 (d)
❑ i. Unprotected exposed slopes, G.S. I I3A-57(2)
❑ j. Failure to maintain erosion control measures,'
15A NCAC 413.0013
❑ k. Other(describe)
r
7. Has sedimentation damage occurred since last inspection? Yes ❑'If yes, where? (check all that apply): No
Lake/natural watercourse on the tract ❑ Lake/natural watercourse off the tract ❑ Other property ❑
Description:
Degree of damage: Slight ❑ Moderate ❑ vere ❑
8. Contact made with (Name) 1710 Title �
Inspection Report given ❑ or sent to Person Financially Responsible Date given/sent r
9. Corrective actions needed:
s . i f7 t �T'J/r/ �Y'C'/./% i i'"/v/ �;%r•r��`/G� /�.%1 T`i �'/�P_� .i''.r'r�����r.;.v-��.�
Report by:
Date of Inspection:_Zr.
cc:
Others present
Time arriving at site: ,Sp, Time leaving site:

OF WA7-, R Michael F. Easley, Governor
p William G. Ross Jr., Secretary
�O G North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
._q Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 29, 2003
Mr. Jon T. Vincent, Manager
Village Road Properties, LLC
1508 Military Cutoff Road Suite 302
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 030104
Village Road Commons
Brunswick County
Dear Mr. Vincent:
The Wilmington Regional Office received a Stormwater Management Permit
Application for Village Road Commons on August 27,.2003. 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. Most developers of commerical subdivisions will install the necessary drainage
structures (piping or swales) to direct the runoff to the pond. Because you have
elected to have the lots provide their own drainage piping or swale to convey the
runoff to the pond, it is necessary to tweak restriction Vlll, Section 2d to read as
follows:
All runoff from the built -upon areas on the lot must drain into the fore_bay of the
permitted system. (and delete the rest of that section).
And, to make sure each future lotowner knows he or she will be required to
obtain a separate offsite stormwater permit, please add the following condition:
Each lot whose ownership is not retained by the permittee. shall submit a
separate stormwater permit application to the Division of Water Quality and
receive a permit prior to construction.
2. Please update the pond data box below the cross section detail with the new
areas and volumes.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Witmington, NC 28405 [phone] Fax [phone] NCDENR

Mr. Vincent
August 29, 2003
Stormwater Application No. SW8 030104
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
September 4, 2003, 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 Division is allowed 90 days from the receipt of a
completed application to issue the permit.
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].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINF0120031030104.aug03
CC' Mark Hargrove, P.E., W.K. Dickson — Vi
Linda Lewis
2

Pk WK
/ DICKSON
Engineers . Planners . Surveyors
LandscapeArchiteds
September 3, 2003
Ms. Linda Lewis
NC Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Village Road Commons — Brunswick County
Permit No. SW8 030104
Request for Stormwater Permit
WKD #20434.00.WL
Dear Ms. Lewis:
M
Thank you for your continuing review of the above referenced project. Enclosed are the
following items:
- Two copies of the revised plan Sheet 1—NCDWQ PERMIT PLAN with the items
changed per your request
- Two copies of the revised deed restrictions for the development
If you need additional information please feel free to call.
Sincerely,
W.K. Dickson & Co., Inc.
Akvl4elr4�
Mark N. Hargrove, PE
Enclosure: As noted above
cc: Jon T. Vincent, Manager, Village Road Properties, LLC
909 Market Street
Wilmington, NC 28401
9I0.762-4200
Fax: [phone]
www.wkdickson.com
Office tocations: North Carolina • South Carolina • Georgia • Florida

DETENTION POND ANALYSIS FILE NAME: G:IDATAIWPDATAIWQSIPOND1030104.WK1
PROJECT #: SW8 030104 REVIEWER: L. Lewis
PROJECT NAME: Village Road Commons
DATE: 29-Aug-03
Receiving Stream: UT Brunswick River Class: SC
Drainage Basin: Cape Fear Index No. CFP17 18-77
Site Area 5.41 acres
Drainage Area 24811 5 square feet Area = 4.61 acres
IMPERVIOUS AREAS
Lot 1
Lot 2
Lot 3
Pond
TOTAL
SURFACE AREA CALCULATION
% IMPERVIOUS 78.56%
Des. Depth 4.5
TSS: 90
Rational C
47000.00 square feet
66500.00 square feet
42000.00 square feet
2250.00 square feet
square feet
square feet
57750 0p = square feet
Rational Cc= 0.04
SAIDA Ratio 6.27%
Req. SA 12591 sf
Prov. SA 3268!.> sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
Des. Storm
1..'Q
inches
Rv=
0.76
Bottom
14.7 msl
Perm. Pool
19 20'; msl
Design Pool
20.1 msl
Design SA
15335 sf
Req. Volume
12668
cf
Prov. Volume
:'::':.257':;
cf
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
0.41 ft
0.073 cfs
0.029 cfs
weir H x W
days
FnRFRAY
Perm. Pool Volume=
Req, Forebay Volume=
Provided Volume=
Percent=
SA @ _
Elevation=
26552
5310.4
5176.00
Q2 Area =
3.43
sq. in.
Q5 Area =
1.37
sq. in.
Orifice Area
3.14
sq. in.
Q=
0.067
cfs
in
x
FTT'T
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines
in

WK
DICKSON
Engineers . Planners . Sanegors
LandscapeArchitects
August 26, 2003
Ms. Linda Lewis
NC Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Village Road Commons — Brunswick County
Permit No. SW8 030104
Request for Stormwater Permit
WKD #20434.00.WL
Dear Ms. Lewis:
RECEIVED
AUG 2 7 2003
DW
PROD # v�511
Thank you for your continuing review of the above referenced project. This resubmittal
includes revisions required as a result of comments from the North Carolina Department of
Transportation. NCDOT requested that the developer reserve more area for the future
widening of Village Road, thus changes had to be made in the allowable impervious area for
each lot and changes had to be made in the pond. The pond became a little smaller than the
previous submittal.
Enclosed are the following items:
- Two copies of the revised plan Sheet 1—NCDWQ PERMIT PLAN
- Two copies of revised pond calculations
- Two copies of revised page 2 of 4 of the general permit application and pages 1 and
3 of 4 of the wet pond supplement.
- Two copies of the sheet showing the allowable impervious area per lot
- Proposed deed restrictions for the development
If you need additional information please feel free to call.
Sincerely,
W.K. Dickson & Co., Inc.
/1&kJ)IAAC���
Mark N. Hargrove, PE
Enclosure: As noted above
cc: Jon T. Vincent, Manager, Village Road Properties, LLC
909 Market Street
ViImington, NC 28401
9 t 0-762-4200
Fax: [phone]
www.wkdickson.com
office Locations: North Carolina • South Carolina 0 Georgia • Florida

VILLAGE ROAD COMMONS
ALLOWABLE IMPERVIOUS AREA PER LOT
August 25, 2003
r'L 5 F,,NOrnb6f
' ,r `LotSize A
"' 'L` of"'S+ze j
Allowabl ,
00t§ideaafpervious`
�Ex�sting�:=�'
4p In
�', �� �- 3'1"���NCD®T.�RII/V;
-- 'y ...N •l C: PL rf
' rF
'�NCDOT}R/11II�y..,
c ,., 1': �i'
s uare�,feet•�
„Y, �
;»
1.624 ac
1.462 ac
47,000 sf
2;;%'a
2.655 ac
2.074 ac
66,500 sf
1.613 ac
1.149 ac
42,000 sf
0.699 ac
0.699 ac
2,250 sf
O' FAL="�:'
6.591 ac
5.384 ac
157,750 sf
RECEIVED
AUG 2 7 2003
DWQ A
PROJ # { �U 5olU 4-
CA
SEAL =

Permit No. 5W90 -30 10
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STOPMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details.
1. PROJECT INFORMATION
Project Name: Village Road Commons
Contact'Person
Mark Hargrove, P.E. Phone Number: 762-4200 x250
For projects with multiple basins, specify which basin this worksheet applies to: NA, single basin
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes:
14.7 ft. (floor of the basin)
_t9.2 ft. (elevation of the orifice)
20.1 ft. (elevation of the discharge structure overflow)
13,2(,R sq. ft, (water surface area at the orifice elevation)
4.61 ac. (on -site and off -site drainage to the basin)
3.62 ac. (on -site and off -site drainage to the basin)
_ _26,552 cu. ft. (combined volume of main basin and forebay)
12,867 cu. ft. (volume detained above the permanent pool)
5,176 cu. ft. (approximately 20% of total volume)
6.27 (surface area to drainage area ratio from, DWQ table)
2.0 in. (2 to 5 day temporary pool draw -down required)
1-0 in.
90 % (minimum 85% required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the
correct value for nonstandard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev 3.99 Page I of 4

II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 21-1. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
M Nb. The forebay volume is approximately equal to 20% of the basin volume.
M n: e. The temporary pool controls runoff from the design storm event.
>J� d. The temporary pool draws down in 2 to 5 days.
l�l e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
M N J� f. The basin length to width *ratio is greater than 3: 1.
g. The basin side slopes above the permanent pool are no steeper than 3: 1.
MP) h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
IINA) - i. Vegetative cover above the permanent pool elevation is specified.
ill toH- j. A trash rack or similar device is provided for both the overflow and orifice.
N A k. A recorded drainage casement is provided for each basin including access to nearest right-of-way.
r+n�N 1. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin.
I'1'►NH- m. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. WET DETENTION 13ASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated
filter if one is provided.
This system (check ore) O does X does not incorporate a vegetated filter at the outlet.
This system (check one) O does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper
functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet
detention basin or stream, etc.).
5.
6,
7
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth
reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.38 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.15 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation f a•
Sediment Re\Ie
al El. D 7S o
-------------- -- Sediment Removal Elevation /s, S 375%
Bottomanon l�, o %-------------=-------�------------------------------
Bottom Elevation ,1�1T7 25%a /
FOREBAY MAIN POND:
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
If the basin must be drained for an- emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 Page 3 of 4

acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: Jon T. Vincent
Title:
Address: 1508 Military Cutoff Road, Suite 302, Wilmington, NC 28403
Phone:
910-256-0101
Date:
11115(63
Signature:
rZ-
Note: The 4cgal�y responsible party should not be a homeowners association unless more than 50% of the lots
have een sold and a resident of the subdivision has been named the president.
1,' �q S 2�u-� a Notary Public for the State of
County of 1 1 A,) (Z do hereby certify that Jam-%
personally appeared before me this day of �ct nu ()o3 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission pires y�
—Ll�y�
Form SWU-l02 Rev 3.99 Page 4 of

STORMWATER CALCULATIONS
VILLAGE ROAD COMMONS
BRUNSWICK COUNTY
NORTH CAROLINA
RECEIVED
AUG 2 7 2003
DWQ
PROJ # 5(uB0 30
ENGINEERS
WK DICKSON & CO., INC.
909 MARKET STREET
WILMIN GTON,, N.C. 28401
[phone]
WKD Project #: 20434.00.WL
JUNE 13, 2003
(Revised 8/25/03)
Jm
SEAL -
19742
Jv
/!'41!!11111l%0%

WK DICKSON
Engineering
Land Planning
Surveying
VILLAGE ROAD COMMONS
TOTAL AREA DRAINING TO POND = 4.61 AC
ALLOWABLE IMPERVIOUS AREAS: LOT I = 47,000 SF
LOT 2 = 66,500 SF
LOT 3 = 42,000 SF
LOT 4 = 2,250 SF
TOTAL = 157,750 = 3.62 AC
909 Market Street
Wilmington, NC 28401
[phone]
TOTAL PROPOSED .IMPERVIOUS SURFACE AREA DRAINING TO POND: 3.62 AC
% IMPERVIOUS = 78.5%
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR POND: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(78.5) = 0.757
= (1")(0.757)(1/12)(4.58)(43,560)
= 12,585 CF (12,867 CF PROVIDED @ ELEV. 20.1')
POND DEPTH SAIDA %
(FT)
4.5 6.27
POND SURFACE AREA (MIN.)
(SF)
IF POND DEPTH = 4.5 FT, MINIMUM SURFACE AREA = 12,509 SF
USED 90% TSS CHART TO SIZE POND
AREA @ ELEVATION 19.20 = 13,268 SF > 12,509 SF
12,509
REQUIRED STORAGE FOR FOREBAY: 20% OF TOTAL PERMANENT POOL VOLUME
= (0.2)(26,552 CF)
= 5,310 CF (5,176 CF PROVIDED — 19.5%)
REVISED 8/20/03
PROJECT: Village Road Commons SUBJECT: POND CALCULATIONS JOB NO.: 20434.00.WL
PREPARED BY: JRB DATE: 4/28/03 CHECKED BY: MN DATE: 4a o3 PAGE NO I OF 3

w-
WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
Pond Volume
Contour
Incremental
Cumulative
Elevation Area
Volume
Volume
(ft)
(cf)
(cf)
� Y
Bottom Elevation � ;«14'-�7.- t 4,. 1296.1'.; i
0
0
3255
=k 15�,,-,
N 1,6' ' e 4353,y
932
3804
3804
Lj f 17y-' 557�8y 'f
4966
8770
1'8+'� 7592 fi
6585
15355
4`
19� ` 10487 r~
9040'
24394
Permanent Pool c'° _1,9.2. ;=�;11093,:j
2158
26552
Bottom Elevation
Permanent Pool
Forebay Volume
Contour ' Incremental Cumulative
Elevation Area Volume Volume
(ft) (s
. 34
',
a
Forebay Volume is
Ll
9..5%
of Pond Volume
0
0
509
509
892
1401
1381.
2781
1938
4719
457
5176
REVISED 8/20/03
PROJECT: Village Road Commons SUBJECT: POND CALCULATIONS JOB NO.: 20434.00.WL
PREPARED BY: JRB DATE: 4/28/03 CHECKED BY: MNN DATE: -911Vo5 PAGE NO 7— OF 3

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
Temporary Storage and Release
Contour Surface Incremental Cumulative *Outflow Release
Elevation Area
Storage
Storage
Rate
Time
(FT) (SF) __
(CF)
(CF)
(CFS)
(HOURS)
n 20, .1` .''t' 15335'-
1521
12867
0.100
4.2
�20 0�}`
2972
11346
0.094
8.8
,15Q85
F.19.8 r ,p '146;-3 ,
2882
8374
0.081
9.8
a 19 6' � 14`1`8319
2792
5492
0.066
11.7
7�`
a+ 137361
2700
2700
0.047
16.0
.
rM�1'3268'";
,
0
0
TOTAL HOURS 50.5
DAYS 2.1
CONTROL PIPE: 2 inch orifice
*Used orifice equation to determine outflow rate: Q = Cd*A*(2gh)^112
REVISED 8/20/03
PROJECT: Village Road Commons SUBJECT: POND CALCULATIONS JOB NO.: 20434.00.WL
PREPARED BY: JRB DATE: 4/28/03 CHECKED BY: MNH DATE:. 2 23 PAGE NO 3 OF 3

Re: 030104 Village Rd. Commons
Subject: Re: 030104 Village Rd. Commons
From: Linda Lewis <[e-mail]>
Date: Mon, 25 Aug 2003 1 l .20:39 -0400
To: Mark Hargrove <[e-mail]>
Mark:
I still haven't received a copy of the proposed deed restrictions
from Mr. Vincent's attorney, so the project isn't going anywhere
yet. You are always free, at any time before a permit is issued, to
submit revised plans/application.
How about getting with Mr. Vincent's attorney and submitting
everything together?
Linda
Mark Hargrove wrote:
We have had to revise the pond and allowable impervious area for
the lots again due to revisions requested by the NCDOT. The DOT
wanted to reserve more right-of-way so we had to move the
proposed project further away from the propoposed future
right-of-way. Can I get you revised plan sheets and revised
changes on the permit application before you issue the permit?
Thanks
Mark N. Hargrove, PE
Project Manager - Wilmington Office
WK Dickson & Co., Inc.
(910)-762-4200
Fax [phone]
1 of 1 8/25/2003 11:21 AM

DICKSON
Engineers . Planners .Surveyors
LandscapeArchi[ecls
June 30, 2003
Ms. Linda Lewis
NC Department of Environment and
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Natural Resources
Re: Village Road Commons — Brunswick County
Request for Stormwater Permit
WKD #20434.00.WL
Dear Ms. Lewis:
Thank you for your continuing review of the above referenced project. This resubmittal
includes revisions based on your email of June 26, 2003. The following is in response to
your comment. Your original comment has been noted, followed by our response in bold.
The forebay has been raised on the plan view of the pond, but not in the section
detail. Please revise the pond section detail to show the new forebay berm elevation
and submit revised plans by close of business on Tuesday, July 7. The pond cross-
section detail has been revised as requested.
1 had forgotten to request a copy of the proposed restrictions in my previous
correspondence. Please have Mr. Vincent incorporate the statements from Sections 1
and V1 of the attached document and submit a copy of the proposed restrictions.
This information has been forwarded to Mr. Vincent's attorney and the document
will be forwarded to you under separate cover as soon as it is complete.
Enclosed are the following items:
- Two copies of the revised plan Sheet 1—NCDWQ PERMIT PLAN
If you need additional information please feel free to call.
Sincerely,
JWX Dickson & Co., Inc.
/� �?r
Mark N. Hargrove, PE
Enclosure: As noted above
cc: Jon T. Vincent, Manager, Village Road Properties, LLC
909 Markel Street
Wilmington. North Carolina 28401
Other Offices: Columbia, 5C
910.762.4200
Asheville, NC Hickory, NC
Fax 910,762.4201
Atlanta, GA Raleigh, NC
www.wkdickson.com
Charlotte, NC

030104 Village Road Commons
Subject: 030104 Village Road Commons
Date: Thu, 26 Jun 2003 15:36:18 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Mark Hargrove <[e-mail]>
Mark:
The forebay has been raised on the plan view of the pond, but not in the
section detail.
V Please revise the pond section detail to show the new forebay berm
elevation and submit revised plans by close of business on Tuesday, July
1.
Also, I had forgotten to request a copy of the proposed restrictions in
my previous correspondence. Please have Mr. Vincent incorporate the
statements from Sections 1 and VI of the attached document and submit a
copy of the proposed restrictions..
Upon receipt, I am prepared to issue the permit.
Linda
Name: DEEDREST.FOR.doc
nDFEDREST.FOR.doc Type. Winword File (application/msword)
Encoding: base64
Download Status: Not downloaded with message
QG 0 '
0�
1 of 1 6/26/2003 3:46 PM

030104 Village Road Commons
Subject: 030104 Village Road Commons
Date: Thu, 26 Jun 2003 15:36:18 -0400
From: Linda Lewis <Linda.Lew) [e-mail]>
Organization: NC DENR
To: Mark Hargrove <[e-mail]>
5F113
The forebay has been raised on the plan view of the pond, but not in the
section detail.
Please revise the pond section detail to show the new forebay berm
elevation and submit revised plans by close of business on Tuesday, July
1.
Also, I had forgotten to request a copy of the proposed restrictions in
my previous correspondence. Please have Mr. Vincent incorporate the
statements from Sections 1 and VI of the attached document and submit a
copy of the proposed restrictions..
Upon receipt, 1 am prepared to issue the permit.
Linda
Name: DEEDREST.FOR.doc
F)DEEDRESTIOR.doc Type: Winword File (ap pl icati on/m sword)
Encoding: base64
Download Status: Not downloaded with message
I of 1 6/26/2003 3:36 PM

DICKSON
En yineers . Planners . Surveyors
LandscapeArchitects
June 23, 2003
Ms. Linda Lewis
NCDENR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Village Road Commons — Brunswick County
Request for Stormwater Permit
WKD #20434.00.WL
Dear Ms. Lewis:
I
,SUN 2 4 2003
Thank you for your continuing review of the above referenced project. This resubmittal includes revisions
based on comments from your two emails of June 19, 2003. The following is in response to these
comments. Your original comment has been noted, followed by our response in bold.
• The calculations indicate that the drainage area is 4.72 acres, but the project area is 5.39 acres.
Please either delineate the 4.72 acre drainage area, or use 5.39 acres to size the pond and submit
revised calculations. The 4.72 acres were delineated on the plan as shown by the "Proposed
Drainage Boundary."
• Please raise the forebay berm to the temporary storage elevation. Because of the location of the
outlet in relation to the inlet, the entire design storm up to the temporary storage elevation needs to
2\ pass through the lowered weir in order to prevent short-circuiting. The berm has been raised as
requested.
Please add the corresponding surface areas to the table on page 3 of the calculations. I am unable
to confirm that sufficient storage has been provided. The surface areas have been provided as
requested.
• 1 forgot to include a request for a copy of the proposed restrictions, in legal format. It is not
acceptable to simply fill in the sheets I sent you and send them back. I must make sure that those
statements are incorporated into legal document, so I need a copy of the legal document with those
statements included. Jim MacDonald of Allen, MacDonald and Davis, PLLC is currently working
to produce this legal document. The document will be forwarded to you under separate cover as
soon as it is complete.
909 Market Street
Wilmington, North Carolina 28401
910.762.4200
Fax 910,762.4201
wwwwkdickson.com
Other Offices:
Ashevifle, NC
Atlanta, GA
Charlotte. NC
Columbia, SC
Hickory, NC
Raleiyh, NC

Oft WK
DICKSON
Engineers . Planners . Surveyors
L.andscapeArchitects
Enclosed are the following items:
- Two copies of page 1 of 4 of the "Wet Detention Basin Supplement"
- Two copies of the revised calculations for the pond
- Two copies of the revised plan Sheet 1—NCDWQ PERMIT PLAN
If you need additional information please feel free to call.
Sincerely,
W.K. Dickson & Co., Inc.
Jer R. Blair, PE
Enclosure: As noted above
cc: Jon T. Vincent, Manager, Village Road Properties, LLC
909 Market Street
Wilmington, North Carolina 28401
910.762,4200
Fax [phone]
wwwwkdicksor.com
Other Offices:
Asheville, NC
Atlanta, GA
Charlotte, NC
Columbia, SC
Hickory, NC
Raleigh, NC

030104 Village Rd. Commons
4 t
Subject: 030104 Village Rd. Commons
Date: Thu, 19 Jun 2003 11:50:07 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Mark Hargrove <[e-mail]>
Mark:
I have reviewed the additional information submitted on June 13, 2003,
and have the following comments:
The calculations indicate that the drainage area is 4.72 acres, but the
project area is 5.39 acres. Please either delineate the 4.72 acre
drainage area, or use 5.39 acres to size the pond and submit revised
calculations.
Please raise the forebay berm to the temporary storage elevation.
Because of the location of the outlet in relation to the inlet, the
entire design storm up to the temporary storage elevation needs to pass
through the lowered weir in order to prevent short-circuiting.
Please add the corresponding surface areas to the table on page 3 of the
calculations. I am unable to confirm that sufficient storage has been
provided.
Please submit this information by the close of business on Tuesday, June
24, to continue the review.
Thanks, Linda
1 of 1 6/19/2003 11:53 AM

030104
Subject: 030104
Date: Thu, 19 Jun 2003 11:53:04 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Mark Hargrove <[e-mail]>
Mark:
I forgot to include a request for a copy of the proposed restrictions,
in legal format. It is not acceptable to simply fill in the sheets I
sent you and send them back. I must make sure that those statements are
incorporated into the legal document, so I need a copy of the legal
document with those statements included.
Linda
l of 1 6/19/2003 11:53 AM

l
I
DICKSONWK
Engineers . Planners . Surveyors
Landscapekchitects
June 13, 2003
Ms. Linda Lewis
NCDENR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Village Road Commons — Brunswick County
Request for Stormwater Permit
WKD #20434.00.WL
Dear Ms. Lewis:
JUN
3 2003
Thank you for your initial review of the above referenced project. This resubmittal includes
revisions based on comments from your letter of March 18, 2003, as well as changes to the pond
and subdivision layout required to accommodate future roadway improvements by NCDOT. The
following is in response to your previously mentioned letter. Your original comment has been
noted, followed by our response on bold.
• Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans
that none exist. No wetlands exist on this site. See attached letter.
• Please locate and record the necessary drainage easements on the lots and the collection
system so that each lot has access to the forebay of the pond. If you are not providing a
main collection pipe for the lots to hook onto, you must stipulate in the deed restrictions
that each lot is required to provide adequately sized and located piping or vegetated
conveyance to drain all of their runoff into the forebay of the pond. Design of a main
collection system is not feasible at this time, since the site layouts of future developments
on the lots are not known. The stipulations mentioned above will be included in the final
deed restrictions and the necessary drainage easements will be provided on the final
recorded subdivision plat.
• Please specify pond side slope vegetation. Vegetation specifications have been provided
for the pond side slopes and the littoral shelf in Note #2.
• Please provide a forebay wall that is lower at the western end in order to force runoff to
traverse the entire length of the pond. The revised pond design includes a depressed rip -
rap section at the western side of the wall to satisfy this request.
• Please provide a copy of the proposed deed restrictions to include all required conditions
and limitations for a high density commercial subdivision. Please use the specific BUA per
lot in square feet, not the 82%. These BUA limits have been provided in an attachment to
the enclosed Permit Application Form as well as the attached standard restrictions for
high density commercial subdivisions from the NCAC.
• Even though the cover letter indicated that calculations were included, I cannot find them
in the file. Please provide a sealed copy of the pond design calculations. We certainly
intended to send the calculations with the original submittal and apologize if we were
responsible for this omission. The revised calculations have been included with this
submittal for your review and approval.
909 Market Street
Wilmington, North Carolina 28401
Other Offices: Columbia, SC
910.762.4200
Asheville, NC Hickory, NC
Fax [phone]
Atlanta, GA Raleigh. NC
wwwwkdickson,corn
Charlotte, NC

Please dimension the permanent pool contour of the pond. A detail has been provided on
the plan sheet to clearly show all dimensions of the permanent pool contour.
Enclosed are the following items:
- Two copies of the revised pages 2 and 3 of 4 of the "Stormwater Management Permit
Application Form"
- Two copies of pages 1, 2, and 3 of 4 of the `Wet Detention Basin Supplement"
- Two copies of a letter stating that no wetlands existing on the site
- Two copies of the standard deed restrictions to be used
- Two copies of the revised calculations for the pond
- Two copies of the revised plan Sheet 1—NCDWQ PERMIT PLAN
If you need additional information please feel free to call.
Sincerely,
W.K. Dickson & Co., Inc.
Av"7, AV
Mark N. Hargrove, PE
Enclosure: As noted above
cc: Jon T. Vincent, Manager, Village Road Properties, LLC

�i AGRAWILrl[NGTQN 000000@00 FAX NO. 9137931689 Oct. 29 2002 12:31PM P2
COASTAL ENVIRONMENTAL SERVICES COMPANY
P.O_ BOX 15782, WILMINGTON, NC 28408
A DIVISION OF AGRA ENVIRONMENTAL, INC.
Mr. Mark Hargrove, Engineer October 29, 2002
W. K. Dickson & Co., Inc.
909 Market Street RECEIVED
Wilmington, NC 28401
RE: Preliminary Wetland Determination JUN 13 2003
6.26 ± Acres, 311 & 321 Village Rd. DW4
Leland, Brunswick County, NC PROJ # 5WTO ICE
Dear Mr, Hargrove. -
COASTAL ENVIRONMENTAL SERVICES COMPANY (CESCO) has performed a
preliminary study to determine if U.S. Army Corps of Engineers jurisdictional wetlands, as
defined by Section 404 of the Clean Water Act, are present on the subject site_ On August
19, 2002, a site reconnaissance was conducted of all accessible areas of the site as part
of the scope of work for a Phase 1 Environmental Site Assessment (ESA). The following
observations were gleaned from the physical inspection of the property in concert with
selected hand -auger borings:
No vegetation indicative of wetlands was found onsite, only longleaf pine and
other upland flora.
The site soils were found to be Leon fine sand and Baymeade fine
sand (see descriptions in USDA Soil Survey of Brunswick County, NC, map
sheet 6, dated November 1986), not humic in content.
The depth of the water table was measured in each of the boreholes to be
well under one (1) foot below land surface (BLS).
Based on these parameters, the entire subject site appears to be uplands.
Therefore, it has been determined that no jurisdictional wetlands are present onsite.
We appreciate this opportunity to be of service_ Please call us if you have any
questions. Thank you.
Sincerely,
COASTAL ENVIRONMENTAL SERVICES COMPANY
Harvey E. Clifton, Jr.
Wetland Inspector/Project Manager

of
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. Jon T. Vincent, Manager
Village Road Properties, LLC
1508 Military Cutoff Road, Suite 302
Wilmington, NC 28403
Dear Mr. Vincent:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
March 18, 2003
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 030104
Village Road Commons
Brunswick County
The Wilmington Regional Office received a Stormwater Management Permit Application
for Village Road Commons on January 13, 2003. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue
the stormwater review: .
Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
Please locate and record the necessary drainage easements on the lots and the
collection system so that each lot has access to the forebay of the pond. If you are
not providing a main collection pipe for the lots to hook onto, you must stipulate
in the deed restrictions that each lot is required to provide adequately sized and
located piping or vegetated conveyance to drain all of their runoff into the forebay
of the pond.
3. Please specify pond side slope vegetation.
4. Please provide a forebay wall that is lower at the western end in order to force
runoff to traverse the entire length of the pond.
5. Please provide a copy of the proposed deed restrictions to include all required
conditions and limitations for a high density commercial subdivision. Please use
the specific BUA per lot in square feet, not the 82%.
6. Even though the cover letter indicated that calculations were included, I cannot
find them in the file. Please provide a sealed copy of the pond design calculations.
7. Please dimension the permanent pool contour of the pond.
►Z
MENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

NIr. Vincent
1•4arch 18, 2003
Stormwater Project No. SW8 030104
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 18, 2003, 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
Division is allowed 90 days from the receipt of a completed application to issue the permit.
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 I43-215.6A.
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].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF0120031030104.MAR03
cc: Linda Lewis
Mark Hargrove, P.E.
Page 2 of 2

Village Road Commons - SW8 030104
Subject: Village Road Commons - SW8 030104
Date: Mon, 19 May 2003 07:57:33 -0400
From: "Mark Hargrove" <[e-mail]>
To: "Linda Lewis (E-mail)" [e-mail]>
Linda,
I need another time extension on responding to your comments. I am working with the
NCDOT consultant designing the changes to Village Road and Old Fayetteville Road on
alternatives to treating the NCDOT runoff and the Village Road Commons runoff. The NCDOT
is proposing to acquire up to 55 ft of property off the frontage of the Village Road property
with their stormwater treatment alternative. We are trying to size a pond to handle the Village
Road Commons stormwater and the NCDOT stormwater.
Can we have another 4 weeks? Walgreens is proposing to go on the corner lot. We will have
to get things worked out the the NCDOT in the next couple of weeks or Walgreens will walk
from the project.
Thanks
Mark N. Hargrove, PE
Project Manager - Wilmington Office
WK Dickson & Co., Inc.
(910)-762-4200
Fax [phone]
I of 1 5/19/2003 3:38 PM

Village Road Commons - SW8 030104
Subject: Village Road Commons - S 8 030104
Date: Tue, 15 Apr 2003 11:04:20 -0 �1�J
From: "Mark Hargrove" <[e-mail]> `
To: "Linda Lewis (E-mail)" <linda.lewis cr ncmaii.net>
Linda,
Comments are due back to ,you by this coming Friday, April 18 per you letter dated March 18,
2003. We are waiting on some information from the NCDOT in regard to where the new
proposed R/W will be when the intersection of Village Road and Old Fayetteville Road is
realigned. Can we extend the date for when additional information is due by another month?
Thanks
Mark N. Hargrove, PE
Project Manager - Wilmington Office
WK Dickson & Co., Inc.
(910)-762-4200
Fax [phone]
1 of 1 4/15/2003 1 1:13 AM

KV 13ICKSON
Engineers. Planners. Surveyors
Lan&apeArchitects
January 13, 2003
Ms. Linda Lewis
NCDENR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Village Road Commons - Brunswick County
Request for Stormwater Permit
WKD #20434.00.WL
Dear Ms. Lewis:
9Y:
JAN 13 2003
The attached plans and permit applications are for the proposed Village Road Commons
commercial subdivision located in Leland, NC. The plans submitted are for permitting the proposed
detention pond.
The North Carolina Department of Transportation (NCDOT) currently has plans to widen Village
Road and Old Fayetteville Road when the intersection at Village Road and Old Fayetteville Road is
realigned. Therefore, we have not prepared final design plans for the access roads within the
commercial development. The impervious area for the access roads will be included in the
allowable impervious area for the lots that are adjacent to the access roads. Once we confirm with
the NCDOT the road locations, the design of the access roads will be provided with the first lot that
is developed.
Attached are an original and one copy of the permit application along with the following supporting
documents:
• Two (2) Sets of Plans
• Check for $420.00 for application fee
• Two (2) copies of stormwater calculations
Please call if you have questions or need additional information.
Sincerely,
W. K. DICKSON & CO., INC.
Aj�-Zv//V'4�.
Mark N. Hargrove, P.E.
Encl.: As noted
cc: Jon T. Vincent
909 Market Street
Wilmington, North Carolina 28401
Other Offices:
910.762.4200
Asheville, NC
Fax [phone]
Atlanta, GA
www.wkdickson.com
Charloite, NC
Columbia, SC
Hickory, NC
Raleigh, NC

State of North Carolina
1.1
Department of Environment
and Natural Resources 1
Wilmington Regional Office
Division of Land Resources 1
Land Quality Section, NCDENR
J \ ' j �' J NOnROUNA 00P nTNENT QF
Michael F. Easley, Governor 0.( C1\VV ENVIRONMENT ANO NRuAF_ RE—soURCE9
William G. Ross Jr., Secretary
December 31, 2003 BAN December 5
NOTICE OF VIOLATIONS OF THE =� R�e�
SEDIMENTATION POLLUTION CONTROL ACTS
CERTIFIED MAIL P 254 116 341
RETURN RECEIPT REQUESTED
Village Road Properties, LLC
Mr. Jon T. Vincent, Manager
.1508 Military Cutoff Road - Suite 302
Wilmington NC 28403
Project Name: Village Road Commons
Project No: BR-04073
Brunswick County r .
Dear Mr. Vincent:
On December 29, 2003, personnel of this office inspected a project located SR 1472 in Brunswick
County, North Carolina. This inspection was performed to determine compliance with the North Carolina
Sedimentation Pollution Control Act of 1973. The inspection revealed a land -disturbing activity of
approximately 4.9 acres being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The
purpose of this letter is to inform you that this activity was found to be in violation of the Act, NCGS 113A-50
to 66, and Title 15A, North Carolina Administrative Code, Chapter4. If you feel that you are not responsible
for the following violations, {Tease notify this office immediately.
The violation that was found is
Failure to take all reasonable measures to protect all public and private property from damage by such
land -disturbing activities. 15A NCAC 46.0005. .
Site has been roughly graded without a gravel construction entrance and without the
installation of the stormwater retention pond (primary erosion and sediment control measures.)
To correct this violation, you must:
1. Install the gravel construction entrance per approved plan. (Reasonable measure)
2. Install the stormwater retention pond per approved plan. (Reasonable measure)
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]

M
Mr. Jon T. Vincent
December 31, 2003
Page Two
The initial one day civil penalty could be an assessment of up to $5,000,00. A time period for
compliance is not required for this initial one day civil penalty pursuant to NCGS 113A-61.1 (c) and NCGS
113A-64(a)(1). An initial one day civil penalty is being considered for this project.
If the violations described in this Notice are not corrected within 7 days following your receipt of this
Notice, the Division of Land Resources may take additional appropriate legal action against you pursuant to
NCGS 113A-64. That action.could be the assessment of additional civil penalties and may result in the
initiation of other remedies as prescribed by the Act. If additional civil penalties are assessed forthe violations,
the amount may be up to $5,000.00 per day for each day of the violation pursuant to NCGS 133A-64(a)(1).
If all violations are corrected within the time period specified for compliance, additional civil penalties or legal
remedies will not be pursued.
Any new land -disturbing activity associated with this project should not begin until the area presently
disturbed is brought into compliance with the Act. When corrective actions are complete, you should notify
this office so that the work can be inspected. You should not assume that the site is in compliance with the
Act until we have so notified you. In addition, once compliance has been achieved, all installed measures must
be satisfactorily maintained until development is complete and the site is fully stabilized to avoid further
violations of the Act.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of the relevant
statute and administrative rules maybe examined at this office or will be sent to you upon request. Should
you have questions concerning this Notice orthe requirements of the Act, please contact either Kevin Rowland
or me at your earliest convenience.
Please do not hesitate to contact me regarding any questions you might have about this matter.
DESIKRIbfr
cc: Sedimentation Specialist
WiRO-LQS
DWQ Supervisor-WiRQ
Enclosure: Inspection Report
Sincerely,
Daniel Sams, P,E., M.E.
Regional Engineer

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
LAND QUALI SECTION: 127 Cardinal :Drive, Fxt. Wilmington, NC 28405-3845 [phone]
County_%1�f7, mil, r/frProject: �' -;f f i r' River Ba
Person Financially Responsible: Project 4
Address: .0
1. Project Locations % _Pictures: No ❑ Yes Or � Prints ❑ _ Slides ❑ Digital Video ❑
2. Weather and Soil Conditions �,�_�
3. Is site currently under notice of viol is an? Yes ❑ No
4. Is the site in compliance with the S.P.C.A. and the rules? Yes ❑ No X if no, check violations below:
5. Violations:
❑ a. No approved plan, G.S. 113A-57(4) and 15A NCAC 413.0007(c) 0 g. Inadequate buffer zone, G.S. 113A-57(l)
'91. Failure to follow approved plan, G.S. 113A-61.1 ❑ h. Graded slopes and fills too steep, G.S. 113A-57(2)
❑ c. Failure to submit revised plan, G.S. I I3A-54.1(b) and or I SA NCAC 4B.0024 (d)
15A NCAC 4B.0018(a) ❑ i. Unprotected exposed slopes, G.S. 113A-57(2)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and ❑ j. Failure to maintain erosion control measures,
15A NCAC 4B.0007(b) or 15A NCAC 4B.0024(e) 15A NCAC 413.0013
• e. Insufficient measures to retain sediment on,site, G.S. l 13A-57(3) ❑ k. Other(describe)
f. Failure to take all reasonable measures, 15A NCAC 413.0005.
6. NPDES Permit Violation? Yes X No ❑ Describe
7. Has sedimentation damage occurred since last inspection? Yes ❑ If yes, where? (check all that apply): No
Lake/natural watercourse on the tract ❑ Lake/natural watercourse off the tract ❑ Other property ❑
Description:
Degree of damage: Slight ❑ Moderate evere ❑
8. Contact made with (Name) /v ❑ Title 1
Inspection Report given ❑ - or sent to Person Financially Responsible Date given/sent t /
9. Corrective actions needed:
i
i'T < i/1u rf'�%% / :'%i✓7 Cam ✓ 'ice /!G/1 %�_ J�%.!/7 r! L� % iIol' /_
;j�7 �/'.-r e ^ i
f�> ;
Report by: Others present 7
Date of Inspection: ;,2CV Time arriving at site: Lf Time leaving site: Or �C�/3�
dr
cc: