SW8040902_HISTORICAL FILE_20050812

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 2fy�C�2,��,
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STORMWATER DIVISION CODING SHEET
CAS
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYMMDD

TO: da_Levvis,Environmental Engineer
NC DENR/Division of Environmental Management
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Marina Village
Southport, NC
NKT Project No. 04161
Engineer's Certification
State Stormwater Management Systems
Permit No SW8 040902
RECEIVED
AUG 1 2 2005
BY:
1, J. Phillip Norris, P.E. , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full ) the construction of the project,
Marina Village (Project)
for Glenn Richardson (Project Owner) hereby state that, to the best of my abilities, due
care and diligence were 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.
Required items to be checked for this certification to be considered complete are on page 2 of this form.
Noted deviations from approved plans and specifications: t�A llllll`Qtw
CARO 'x•P
=o.•o� ss/a•�%ti
JPN/asn
SEAL
0416108-02-05-s-sw-cert.
11966 '
SEAL
Signature
• •• GI
Si ��\�
g p•• .....• N�
' . LIP v
1
Registration WO.' 11966 1111rT
Date August 2, 2005
cc: Tony Roberts, New Hanover County Building Inspector
Robert S. Gandy, City Manager / City of Southport
Glenn Richardson
A.:: NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 284014733
[phone] Phone [phone] Fax

J�
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
drainage area to the system contains no more than the permitted amount of built -upon area.
built -upon area associated with the project is graded such that the runoff drains to the
y system.
(/ a outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
� Ar 6. Trash rack is provided on the outlet, bypass structure.
slopes are grassed with permanent vegetation.
slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-circuiting of the system.
1 The ermitted amounts of surface area and/or volume have been provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
13. All required parts of the system are provided, such as vegetated shelf, and a forebay.
e over
dimensions of the system, as shown on the approved plans, are provided.
cc: Tony Roberts, New Hanover County Building Inspector
Robert S. Gardy, City Tanager / City of Southport
Glenn Richardson
NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS. INC.
902 Market Street Wilmington, NC 28401-4733
[phone] Phone [phone] Fax

State Stormwater Management Systems
Permit No. SW8 040902
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
Glenn Richardson
Marina Village
W. West Street, Southport, Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench 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 28, 2014, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 85,937 square feet of
impervious area. The runoff in excess of the design storm must flow through a
30' vegetated filter prior to discharge.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 040902
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a. Drainage Area, acres: 3.83
Onsite, ft2: 166,835
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 85,937
C.
Design Storm, inches:
1
d.
Trench Dimensions, L x W x H, ft:
350 x 25 x 1.6
e.
Perforated Pipe Diameter/Length:
15" / 3,960
f.
Bottom Elevation, FMSL:
8.00
g.
Bypass Weir Elevation, FMSL:
9.6
h.
Permitted Storage Volume, ft3:
8,515
i.
Type of Soil:
Sand
j.
Expected Infiltration Rate, in/hr:
11.5
k.
t
Seasonal High Water Table, FMSL:
6.00
I.
Time to Draw Down, hours:
1
M.
Receiving Stream:
Southport Restricted Area
n.
Stream Index Number:
CPF17 18-88-3.5
o.
Classification of Water Body:
"SC"
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. Xclear access path to the bypass structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 040902
4. 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.
5. The facilities shall be constructed as shown on the approved plans. 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.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stotmwater 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
FF
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified. in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040902
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a,formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
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 Division approves the transfer request.
2. 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) having 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 permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
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. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
3
9. The perrnittee shall notify the Division any name, ownership or mailing address
changeswithin 30 days.
Permit issued this the 28th day of September, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Hian W rymeK, r.t., uirecior
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
September 24, 2004
Ms. Linda Lewis
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Marina Village
SW8 040902
Review Comments
NKT Project No, 04161
Dear Ms. Lewis-
LI�SEP
2004
S44
We
are responding to your faxed comments of September 23, 2004 as follows.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
1. The "pervious" parking areas have been shown and dimensioned on the layout
sheet.
2. The elevation of D1-7 has been lowered to 9.60 feet.
3. Revised calculations and page 1 of 4 of the Underground Infiltration Trench
Supplement (SWU-107) are enclosed with two (2) sets of revised plans.
Please let us know if you need any additional information. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
JONSULTI GINEErRS, INC.
hillip orris, P.E.
PN/asn
04161 09-24-04-s-sw response-itr
902 Market Street • Wilmington, NC 29401-4733 4 Phone: [phone] • Fax: [phone]

Date Design A >ee
NORRIS, KUSKE &TUNSTALL 902 Market St.CQNSULTING ENGiNECRS. INC. Wilmington, N.C.28401-4733f
Check Job Ois/(t?�p ,� ,,�/ For In pq anJ/j (f (CfC/j% Dob No.
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RECEIVED
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PROJ# Sw8Mc1o2

FILE MODE
T—
073 MEMORY TX
P. 1
COMMUNICATION RESULT REPORT (`SEP.23.2004 3:57PM )
TTI NCDENR WIRO
OPTION ADDRESS (CROUP) RESULT PAGE
------------- -- --------------------------------------------------------
-------_1 9-3439604 OK P. 1/1
----------------------------------
REASON FOR ERROR.
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
�pF W A r�Q Michael F. Easley, Governor
�O : ' William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q Alen W. Kllmek, P.E. Dimdor
Division of Water QuaIIH
FAX COVER SHEET
Date: September 23, 2004
To: Phil Norris, P.E.
Company: Norris Kuske & Tunstall
FAX #: [phone]
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW$ 040902
Project Name: Marina Village
MESSAGE:
Phil:
Th'e Division received previously requested information regarding the stormwater
permit application for the subject project on September 23, 2004. The following
items must be,addressed prior to,issuing the permit:
1. Please include the oyster shell "pervious" paWng areas in the dimensions for

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
FAX COVER SHEET
Date: September 23, 2004 No. of Pages: 1
To: Phil Norris, P.E. From: Linda Lewis
Company: Norris Kuske & Tunstall Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040902
Project Name: Marina Village
MESSAGE:
Phil:
The Division received previously requested information regarding the stormwater
permit application for the subject project on September 23, 2004. The following
items must bEOddressed prior to issuing the permit:
R,4
1. Please include the oyster shell "pervious" parking areas in the dimensions for
the street.
2. Please lower the overflow edge of DI-7 to the vegetated filter to elevation 9.6.
This overflow cannot be set at elevation 10, since bypass of the system must
occur at•9.6.
3. Please use the most conservative hydraulic conductivity reported in the soils
report to calculate drawdown time. This is given as 11.53 inches per hour.
.f
RSSlarl: S:IWQSISTORMWATIADDI N F0120041040902-2.sep04
j'-
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Internet: h2o.enr.state.nc.us
NonrthCarolina
Xtura!!y

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS,
September 22, 2004
Ms. Linda Lewis
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Marina Village
SW8 040902
Brunswick County
Review Comments
NKT Project No. 04161
Dear Ms. Lewis:
INC.
M
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
SEP � 3 2004
We are responding to your comments of September 10, 2004 as follows:
1.
2.
3.
4.
5.
6.
A note has been added that no wetlands exist on the site.
The site plan has been revised so that it is not so busy.
A layout plan has been added with dimensions and areas.
A note has been added as requested.
A layout plan has been added. Additional grades have been added.
Finished floor elevations have been added.
7. The application has been revised for the appropriate signature. Please note that the
applicant decided to change the applicant's name (Item No. 1 on the SWU-101
application) from Marina Village, LLC to just Glenn Richardson as an individual owner.
8. The form has been completed as requested. We are sending you an entirely new
SWU-107 supplement form reflecting the company name change mentioned above in
Item No. 7). `
9. A detail has been added for the vegetated filter and flow spreader.
10. A note has been added requiring H-20 rated pipe under roadways.
11. Drop inlets 3, 4 and 7 connect directly into the trench pipe below it.
902 Market Street - Wilmington, NC 28401-4733 0 Phone: [phone] - Fax: [phone]

t Ms. Linda Lewis / NC DENR
September 22, 2004
Page 2
12. A layout plan shows the dimensions requested.
13. Street cross -sections have been added.
We are sending two (2) sets of revised plans and the revised applications for your continued
review and approval. Please contact us if you have any questions or comments. Thank you
for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTI ENGINEERS, NC.
J. Milli orris, P
N/asn
04161 09-22-04-s-sw response-Itr
cc: Glenn Richardson

Michael r_ 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
September 10, 2004
Mr. Glenn Richardson
Marina Village, LLC
1327 Live Oak Parkway
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 040902
Marina Village
Brunswick County
Dear Mr. Richardson:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Marina Village on September 9, 2004. 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 either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
2. Please provide a proposed site plan without the existing development under it.
The plans are so busy with all this overlapping information that they are not clear
and cannot be permitted as shown.
3. Please provide a typical dimensioned building footprint on the plans. Please
identify all built -upon area within that footprint such as sidewalks, patios,
porches, etc., and provide a square footage for the single building.
4. Please provide a note on the plan that all roof drainage must be directed into the
stormwater collection system.
5. Please provide a dimensioned layout plan and a proposed grading plan.
6. Please provide finished floor elevations on all buildings.
7. Only the president, vice president or designated manager of the LLC may sign
the application. Your signature as a member can be accepted only if you provide
a letter of authorization signed by one of those aforementioned persons.
8. Please initial items (a) and (b) on the supplement form. Since the infiltration
system is located at least 30' from surface waters, (a) can be initialed. Item (b) is
simply a confirmation by your consultant that the infiltration system is located at
least 100' from a water supply well or that there are no water supply wells within
100'. if the latter is the case, your consultant may add a note at the bottom of the
page:
North Carofina Division of Water Quality 127 Cardinal Drive intension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal OpportvnitylAffimiative Action Employer - 50% Recycled110°% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Internet h2o.enr.state.nc.us
NorthCarohna
JUaturallu

Mr. Richardson
September 10, 2004
Stormwater Application No. SW8 040902
9. Please provide a detail of the vegetated filter including flow spreader
mechanism and proposed grades.
10. Are the 15" perforated plastic pipes rated to withstand H2O live loads?
Portions of the infiltration trench system are located beneath the access
roads.
11. How is the runoff that enters via DI's 3, 4 and 7'distributed into the
system? There does not appear to be header pipes anywhere except at
DI's 2 and 5.
12. Please dimension the pool, poolhouse, gazebo and parking area.
13. Please provide a section detail for the street and the divided street.
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
17, 2004, 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. Express permits are generally reviewed within 2-3
business days of receipt.
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:IWQSISTORMWATIADDINF0120041040902.sep04
cc: Phil Norris, P.E., Norris, Kuske & Tunstall, via fax [phone]
Linda Lewis
Page 2 of 2

Ir
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
FAX COVER SHEET
�z VIA
Date:No. Of Pages:
To: Wrr�S From: L1i72 GAS
CO: ti/:�T __ _ CO: Dw6?
FAX-#: 3gf3-q(pQ¢ FAX#: [phone]
REMARKS:
T -Obu, leiC412I 11 6rtn24
127 Cardinal Drive Extension, Wilmintnon,,1,C. 25405-3845 "Telephone [phone] Fax [phone]
- An Equal Opportunity Affirmative Action Employer

P. 1
t
r
FILE MODE 763- _
MEMORY TX
COMMUNICATION RESULT REPORT ( SEP.10•2e04 5'31PM )TTI NCDENR WIRO
__----ADDRESS (GROUP) -RESULT PAGE
--------------- ---P. 3/3 --
OPTION
--------- --
----- OK
--- --- 934396€24
t
------ k� ... -----------
REASON FOR ERROR ------------------ -- ---- -------------
' E-t BUSY
E-1) HANG UP OR LINE FAIL E-4) NO FACSIMILE CONNECTION
E-3) NO ANSWER
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F, Easley, Governor 'William G. Ross Jr., Secretary
0 4-10�oz
FAX COVER SHEET
Date: 1- 10-04 No. Of Pages.
To: i A briS From: L71,d _ L 4
FAX #: FAX#: [phone]
REMARKS: 1?eou12S7� t'Xb1d k rmF,&>i .
J
127 Cardinal Drive Emension. W4min+ on, 1.C. 3$40$�A45 Teltpihnnc [phone] F" [phone]
An Equal Opportunlr}' Afl7rmativeAction`Employer

' COMMUNICATION RESULT REPORT ( SEP.10.2004 5:31PM )
P. 1
FILE MODE OPTION
----------------------------
764 MEMORY TX
-------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
---" ----' - 93439604r
Mr: Richardson
September 10, 2004
Stormwater Ap 6 lid cation No, SW8 040902
TTI NCDENR WIRO
RESULT PAGE
OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
9. Please provide a detail of the vegetated filter including flow spreader
mechanism and proposed grades.
10. Are the 15" perforated plastic pipes rated to withstand H2O live loads?
Portions of the infiltration trench system are located beneath the access
roads.
11. How is the runoff that enters via DI's 3, 4 and 7 distributed into the
system? There does not appear to be header pipes anywhere except at
DI's 2 and 5.
12. Please dimension the pool, pooihouse, gazebo and parking area.
13. Please provide a section detail for the street and the divided street.
Please note that this request for additional information is in response to a preliminary
review. The requested information should bexeceived by this Office prior to September
17, 2004, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the applicatlon fee.
If you need additional time to submit the information, please mail or fax your request for
a time extensinh 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
appllcation to Issue the permit. Express permits are generally reviewed within 2.3
business days of receipt.
Ti',.`. nr.nn+r•,ln}tnn .1f nn„ i..,ru11"lfinin ol,l-fnr.00 nihcr4hrlsh � nnneFnlrrFinn on}ranne IlnrfGr

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
September 9, 2004
Aw..7
.. NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NuvRAL REsOURCE5
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Marina Village, LLC
Mr. Glenn Richardson, Member
1327 Live Oak Parkway _�� _
Wilmington NC 28403 r--� ° ­`.
Dear Mr. Richardson: SEP 1 A 2904
r
This office has received a soil erosion and sedimentation control plan for the project listed below_ which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 11 3A-57(4)).
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land must
obtain approval of a soil erosion control plan prior to the commencement of said land disturbing activity (NCGS 1 13A-
54(d)(4)). The act further states that this plan must be filed a minimum of 30 days prior to the activity and the
approving authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30 day period will be deemed approval of the plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to the approval of
an erosion and sediment control plan is a violation
of the Act.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose
of dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ). It is
suggested that you contact the Division of Water Quality at [phone] if the ditches shown on your plan will
lower the water table.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal
and State water quality laws, regulations and rules.
If you have questions, please do not hesitate to contact this office
appreciated and we look forward to working with you on this project.
Sincerely,
c _t{ - . YaL.L
Carol N. Miller, CPESC
Assistant Regional Engineer
cc: J. Phillip Norris, PE; Norris,
Kuske & Tunstall
WiRO-LQS
WiRO-was -SW
PROJECT NAME:
Marina Village
PROJECT NUMBER:
Bruns-2005-077 - EXPRESS OPTION
LOCATION:
West West Street - Brunswick County
RIVER BASIN:
Cape Fear
SUBMITTED BY:
Norris, Kuske & Tunstall
DATE RECEIVED BY LQS:
September 9, 2004
Your cooperatiori in this matter is
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 + Telephone [phone] a Fax [phone]
An Equal Opportunity Affirmative Action Employer

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
September 8, 2004
Mr. Cameron Weaver, Express Review Coordinator
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit Submittal
Marina Village
Southport, NC.
NKT Project No. 04161
Dear Mr. Weaver:
J. Phillip Norris, RE.
John A. Kuske, III, P.E.
John S. Tunstall, RE.
J.A. Kuske, P.E. of Counsel
wo�' r�
4V �
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R �� i' rF D
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S E p 0 9 2004
090Y
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-107 supplement form, one (1) copy of the
stormwater narrative and a $4,000.00 check for the express permit review fee.
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.
"-TWAI :� k4K-
J. hillip Norris, P.E.
JPN/asn
04161 09-08-04-s-sw express-1tr
Enclosures
CC'. Ms. Linda Lewis / NC DENR
Glenn Richardson / Marina Village, LLC
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] Fax: [phone]