SW8970719_HISTORICAL FILE_20050818

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �� 0 oll
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
L HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2005 Os \�
YYYYMMDD

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 18, 2005
Mr. Henry Bennett, Vice President
Jerry McLamb Construction Co., Inc.
240 Hickman Road NW
Calabash, NC 28467
Subject: Permit No. SW8 970719 Modification
Jerry McLamb Commercial Subdivision
High Density Subdivision Stormwater Project
Brunswick County
Dear Mr. Bennett:
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit Application for Jerry McLamb Commercial Subdivision on June 29, 2005.
Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 970719 Modification, dated August 18, 2005, for the construction
of the project, Jerry McLamb Commercial Subdivision.
This permit shall be effective from the date of issuance until September 3, 2007, the original
expiration date, and shall be subject to the conditions and limitations as specified therein.
Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sincer ly,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/:arl S:\WQS\STORMWAT\PERMIT\970719.aug05
cc: Phil Norris, P.E., Norris Kuske & Tunstall
Town of Shallotte Building Inspections
Linda Lewis
lWilmington_Regional_Offi5
Central Files
One
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel.877-623-6748 NorthCarottrla
Wilmington Regional DRice Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstale.nc.us i1'1a Fuimal y .
�/ Y b t

State Stormwater Management Systems
Permit No. SW8 970719 Modification
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
Henry Bennett, Jerry McLamb Construction Co., Inc.
Jerry McLamb Commercial Subdivision
Express Drive, Shallotte, Brunswick 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 September 3, 2007, 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.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 11.5 on page 3 of this permit. The subdivision is
permitted for 6 lots, each allowed a maximum amount of built -upon area, more
particularly described in Section 11.12 of this permit, and as defined in Section
.1002 (1) of the stormwater rules.
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 970719 Modification
5.
The following design elements have been permitted for the wet detention pond
and must be maintained in the system at all times:
a. Drainage Area, acres:
16.50
Onsite, ftz:
718,740
Offsite, ftz:
0
b. Total Impervious Area, ftz:
646,866
Lot 1A-1:
73,311
Lot 1A-2:
93,034
Lot 1 B:
103,972
Lot 1 C:
151,378
Lot 1 D:
151,973
Larry Keever Lot:
32,021
Street:
41,357
C. Design Storm, inches:
1.0
d. Pond Depth, feet:
7.5
e. Permanent Pool Elev. (PPE), FMSL:
29.00
f. Provided Surface Area @PPE, ftz:
25,055
g. Provided Storage Volume, ft3:
56,947
h. Temporary Storage Elevation, FMSL:
31.10
i. Forebay Volume, ft3:
30,345
j. Controlling Orifice:
3.5" cp pipe
k. Name of Receiving Stream:
Mulberry Branch
I. Index Number:
LBR59 15-25-2-7
M. Classification of Receiving Stream: "C Sw"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, 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.
3. If an Architectural Review Committee (ARC) is required to review plans for
compliance with the BUA limit, the plans reviewed must include sidewalks and
driveways. Any approvals given by the ARC do not relieve the homeowner of the
responsibility to maintain compliance with the permitted BUA limit.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 970719 Modification
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 the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval 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.
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 it's 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.
10. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and 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 outlet structure, orifice device, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 970719 Modification
11. 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.
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 970719 Modification,
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 as follows: Tract 1A-1 @41,357 ftZ;
Tract 1A-2 @73 311 ftZ; Tract 1B @103,972 ft2 (Holiday Inn Express)- Tract
1C @151,378 ft� (Thee Furniture Warehouse); Tract 1D @151,793 ft�; and
the Larry Keever Tract @32,021 ftZ. The 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. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that naturally drain
into the system are not required to provide these measures.
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 bear the signature of the Permittee, the deed book number and page,
and the date that the document was recorded.
14. Prior to transfer of the permit, the pond must be inspected by DWQ personnel,
and determined to 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.
15. 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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 970719 Modification
16. 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 a fountain in this pond is 1/3 horsepower.
17. 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.
18. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event there is 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, including as may be required, but 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. The permittee is responsible for compliance with all
permit conditions until such time as the transfer is approved.
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.
3. 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.
4. 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.
5. 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.
6. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
7. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Page 6 of 9

I
State Stormwater Management Systems
Permit No. SW8 970719 Modification
8. 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 18th day of August 2005.
T COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970719 Modification
Page 7 of 9

NKT #05129
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Jerry McLamb Construction Co., Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Henry Bennett, Vice President
3. Mailing Address for person listed in item 2 above:
240 Hickman Road NW
City: Calabash State: NC Zip: 28467
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.): ``//--
Jerry McLamb Commercial Subdivision ��i<�/45S o"iV2 .1560/b42�
5. Location of Project (street address):
17
6. Directions to project (from nearest major intersection):
Located off Mulberry Street approximately 1 mile north of intersection of NC 130 and US 17
7. Latitude: 330 59' 03" Longitude: 780 23' 43" of project
S. Contact person who can answer questions about the project:
Name: Henry Bennett Telephone Number: [phone]
II. PERMIT INFORMATION
Specify whether project is (check one):
New
Form SWU-101 Version 3.99 Page 1 of 4
Renewal X Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW8 970719 And its issue date (if known) Sept. 11, 2003
3. Specify the type of project (check one):
Low Density x High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):N/A
CAMA Major Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
111. PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Existing Retention pond.
2. Stormwater runoff from this project drains to the Cape Fear River Basin.
3. Total Project Area: 16.50 AC
5. How many drainage areas does the project have? 1
4. Project Built Upon Area: 90
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin)lnfo�mation;t " ,tk Mr1;
Draina a Areal
Draina° efArea 2 "i'7'"
Receiving Stream Name
V.T. Mulberry Branch
Receiving Stream Class
C Swam
Drainage Area
16.50 AC
Existing Impervious * Area
Proposed Impervious* Area
14.85 AC
% Impervious* Area (total)
90%
Im ervtousSonfaee
""` Drama eTArea�I
On -site Buildings "
On -site Streets
41,357 SF or 0.9494 AC
On -site Parkin '
—
On -site Sidewalks "
—
Other on -site
605,509 SF or 13.90 AC
Off -site
** To be shown on individual permits for outparcels
i Total:646,866 SF / 14.85 AC
i Total:
• Impervious area is defined us the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than * square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface of swimming pools.
3. Swa/es shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be per in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
*See attached table
Form SWU-101 Version 3.99 Page 3 of 4

NORRIS, KUSKE & TUNSTALL John S. Tunstall, P.E. J. Phillip Norris, P.E.
Kent P. Harrell, P.E. John A. Kuske, III, P.E.
CONSULTING ENGINEERS, INC. James T. Pyrtle, P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
To:
Linda Lewis
Date: June 28, 2005 71
Job No. 05129
NC DENR - Wilmington
Subject: Jerry McLamb Commercial Subdivision
Shallotte, NC
SW8 970917
WE ARE SENDING YOU VIA FAX & MAIL
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 If you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
06-20-05
Copy of Amendment to the Declaration of Restrictive Covenants
1 N III -A vll--��rc rr�E=� t
n ,r., o n nnnr
uviv .v wuJ
I:JY: I
❑
❑
AS REQUESTED
FOR YOUR USE
® FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
❑ FOR BIDS DUE ElYOUR PRINTS LOANED TO US
REMARKS:
CC:
Per your e-mail comments of June 28, 2005. If you need anything else, please let us know. Thank you.
SIGNED J. Phillip Norris, P.E., / asn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

Jerry McLamb Subdivision SW8 970917
Subject: Jerry McLamb Subdivision SW8 970917
From: Linda Lewis <[e-mail]>
Date: Tue, 28 Jun 2005 08:59:54 -0400
To: Phil Norris <[e-mail]>, Amy Norris <[e-mail]>
Phil:
The Division received a permit modification for the subject project on June 15,
2005. Please submit a copy of the proposed amendment to the covenants, which splits
up Lot lA into Lots lAl, 1A2 and Mr. Keevers' (Tract number??) and assigns them
their individual BUA's.
Thanks,
Linda
DEEDREST-HDSD.doc' Content Type application/msword
Content Encoding: base64
I of 1 6/28/2005 9:00 AM

6/28/2005 TUE 12:07 FAX [phone] Norris, Kuske, Tunstall RECEIVED �J001/004
JUN 2 8 2005
ORRIS, KUSKE & TUNSTALL John S. Tunstall, E, �r�,�t J. Phi lip Norris, P.E.
k
P.E.
Kent P. Harrell, P. (uske, III, P.E.
CONSULTING ENGINEERS, INC. James T. Pyrtle, P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax (910) 343,%04
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
To: Linda Lewis Date: June 28, 2005 Job No. 05129
I NC DENR - Wilmington 4 subject: Jerry McLamb Commercial Subdivision 11
WE ARE SENDING YOU
® ATTACHED
❑ SHOP DRAWINGS
❑ SPECIFICATIONS
❑ UNDER SEPARATE COVER
❑ PRINTS ❑ TRACINGS
❑ DISKS ❑ COPY OF LETTER
Shallotte, NC
SW8 970917
It COPIES I DATE I NO. I DESCRIPTION II
1
06-20-05
Copy of Amendment to the Declaration of Restrictive Covenants
❑ AS REQUESTED IN FOR REVIEW AND APPROVAL ❑ FOR APPROVAL
❑ FOR YOUR USE ❑ FORBIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC:
Per your e-mail comments of June 28, 2005. If you need anything else, please let us know. Thank you.
SIGNED J. Phillip Norris, P.E., / asn
CONFIDENTIAL AND PRIVILEGED: Information contained In this document is privileged and confidential, Intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering It to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

J. Phillip Norris, P.E.
NORRIS, KUSKE &TUNSTALL John A.Kuske,Ilt,RE.
John S.of C P.E.
CONSULTING ENGINEERS, INC. J.A.Kuske,P.E. of Counsel
June 15, 2005
Mr. Cameron Weaver, Express Review Coordinator
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Jerry McLamb Commercial Subdivision
Shallotte, NC
NKT Project No. 05129
Dear Mr. Weaver:
Enclosed are two (2) sets of plans for the subject project, the original Division of Water
Quality Stormwater Management Permit application, one (1) copy of the stormwater
narrative and a $420.00 check for the permit review fee. It is our understanding that
this review will be concurrent with an off -site application by Shallotte Battery and
Hydraulics, which will be on the Larry Keever Tract.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
�kkw, a�
J. hillip Norris, P. .
JPN/asn
05129 06-15-05-s-sw-Itr
Enclosures
cc: Linda Lewis / NC DENR
JUN 15
2Q05
LY:9
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
c,
Allowable Impervious Coverage Table
Jerry McLamb Commercial Subdivision
June 2005
NKT Project No. 05129
Area
Common Ponds
Tract 1A-1:
Tract 1A-2:
Tract 1 B:
Tract 1 C:
Tract 1 D:
Larry Keever Tract:
JPN/asn
05129 06-15-05-sw-allow. imp. table
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Allowable Impervious
41,357 SF
73,311 SF
93,034 SF
103,972 SF
151,378 SF
151,793 SF
32,021 SF
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

STORMWATER SYSTEM NARRATIVE
JERRY MCLAMB COMMERCIAL SUBDIVISION
BRUNSWICK COUNTY, NORTH CAROLINA
For
Jerry McLamb Construction Co., Inc.
240 Hickman Road
Calabash, NC 28467
[phone]
June 2005
Prepared by:
NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] — (Fax)
E-mail: [e-mail]
NKT Project No. 05129

NARRATIVE
STORMWATER MANAGEMENT MEASURES:
This project was previously permitted under SW8 970719 on September 11,
2003. It was permitted as a commercial subdivision with a retention pond to meet high -
density standards. This modification is to further subdivide a portion of the site. The
total amount of allowable impervious surface will not change and the retention pond will
not change.