SW8030734_HISTORICAL FILE_20101110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW kZ?075�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins
Governor Director
November 10, 2010
Mr Henry Allen Wooten
Hampstead Marine Storage, LLC
805 Robinwood St
Burgaw, NC 28425
Subject NOTICE OF INSPECTION
Hampstead Marine Storage
Permit No SW8 030734
Pender County
Dear Mr Wooten
Dee Freeman
Secretary
On November 9, 2010, Division of Water Quality (DWQ) personnel of the Wilmington Regional
Office inspected the Hampstead Marine Storage in Hampstead, Pender County to determine
compliance with Stormwater Management Permit Number SW8 030734 issued on March 18,
2004 DWQ file review and site inspection revealed that the site is not compliant with the terms
and conditions of this permit Please find a copy of the completed form entitled "Compliance
Inspection Report" attached to this letter, which summarizes the findings of the recent
inspection
As indicated in the attached inspection report, the following deficiencies must be resolved
1 An engineer's certification of the stormwater system was not found in the file
Permit condition (II Schedule of Compliance, No 6) requires 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 Any deviations must be noted on the Certification A certification form for
the Hampstead Marine Storage is enclosed
Please inform this Office in writing before December 15, 2010, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies Failure to provide
the requested information, when required, may initiate enforcement action including the
assessment of civil penalties of up to $25,000 per day If a written plan of action is not
submitted to this office by December 15, 2010 then DWQ staff will re -inspect the site and issue
a Notice of Violation if the listed deficiencies have not been addressed
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]
Sincer ,
David Cox
Environmental Senior Specialist
Enclosure Compliance Inspection Report, Engineer Certification Form
GDS1dwc S 1WQSISTORMWATERIINSPECT1030734 nov10
cc John Hennessy-NPS-ACOU, WiRO Files, Georgette Scott
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington North Carolina 28405 One
Phone [phone] FAX [phone] Customer Service 1-877-623 6748 North Carolina
Internet www ncwaterquality org Aaturally
An Equal Opportunity) Affirmative Acton Employer

OMM010 a sa AM CA201006200457
SOSFD 0730856
LIMITED LIABILITY COMPANY Date F11313 OQ PM
Elaa ine F Marshal
haall l
ANNUAL REPORT North Carolina Secretary of State
CA201006200457
NAME OF LIMITED LIABILITY COMPANY HAMPSTEAD MARINE STORAGE, LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C ID NUMBER 730856 FEDERAL EMPLOYER ID NUMBER Privacy Redaction
NATURE OF BUSINESS PROPERTY RENTAL
REGISTERED AGENT JOYCE H . WOOTEN
REGISTERED OFFICE MAILING ADDRESS 805 ROBINWOOD STREET
BURGAW NC 28425
REGISTERED OFFICE STREET ADDRESS 805 ROBINWOOD STREET
BURGAW
PENDER
SIGNATURE OF THE NEW REGISTERED AGENT
NC 28425
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER 910 - 2 5 9- 5 6 7 3
PRINCIPAL OFFICE MAILING ADDRESS 805 ROBINWOOD STREET
BURGAW NC 28425
PRINCIPAL OFFICE STREET ADDRESS 805 ROBINWOOD STREET
BURGAW NC 28425
MANAGE RSIMEMBERSIORGANIZERS
Name HENRY ALLEN WOOTEN
Title MANAGING MEMBER
Name JOYCE H . WOOTEN
Title MANAGING MEMBER
Name
Title
Address 805 ROBINWOOD STREET
City BURGAW State NC Zip 28425
Address 805 ROBINWOOD STREET
City BURGAW state NC Zip 28425
Address
City
State Zip
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FO MUST BE SIGNED BY A MANAGERIMEMBEDATE
&L �1 Al. -,le A. )i k)d0;ZeA) --
TYPE OR PRINT NAME TYPE OR PRIN TITLE
ANNUAL REPORT FEE $200 MAIL TO Secretary of State a Corpomdons Divialon 0 Post Office Box 29525 0 Raleigh, NC 27626.0525

State Stormwater Management Systems
Permit No SW8 030734
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
Mr Allen Wooten
Hampstead Marine Storage
Pender County
FOR THE
construction, operation and maintenance of an infiltration basin 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 March 18, 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 on page 3 of this permit, the Project Data Sheet The stormwater control has
been designed to handle the runoff from 93,207 square feet of impervious area This pond
must be operated with a vegetated filter
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 A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area
2

0
State Stormwater Management Systems
Permit No SW8 030734
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name
Hampstead Marine Storage
Permit Number
SW8 030734
Location
Pender County
Applicant
Mr Allen Wooten
Mailing Address
8155 Malpass Corner Road
Currie, NC 28435
Application Date
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
Drainage Area, acres
Onsite, sq ft
Offsite, sq f1
Total Impervious Surfaces, sq fl
Pond Depth, feet
Bottom Elevation, FMSL
Bottom Surface Area, R2
Permitted Storage Volume, f13
Temporary Storage Elevation, FMSL
Seasonal High Water Table Elev
Type of Soil
Expected Infiltration Rate
Time to Draw Down
March 18, 2004
Mill Creek (Betts Creek) / Cape Fear
CPF 24 18-87-14
"SA HQW"
395
171,970
none
93,207
40
51 0
2,710
12,103
540
490
Loamy Sand
7 3 inches per hour
7 hours
9

State Stormwater Management Systems
Permit No SW8 030734
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 outlet structure, orifice device, flow spreader,
catch basins and piping
g Access to the outlet structure must be available at all times
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
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 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
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, 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
4

State Stormwater Management Systems
Permit No SW8 030734
9 The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction
10 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
11 At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee An access/maintenance casement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property
12 The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system
13 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
14 The permittee must maintain the current permitted drainage area No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification
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 pennittee 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) which have Jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permrttee 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

State Stormwater Management Systems
Permit No SW8 030734
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
9 The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days
Permit issued this the 18th day of March 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
n

State Stormwater Management Systems
Permit No SW8 030734
Hampstead Marine Storage
Stormwater Permit No SW8 030734
Pender County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No SW8 030734
Certification Requirements
1 The drainage area to the system contains approximately the permitted acreage
2 The drainage area to the system contains no more than the permitted amount of
built -upon area
3 All the built -upon area associated with the project is graded such that the runoff
drains to the system
4 The outletibypass structure elevations are per the approved plan
5 The outlet structure is located per the approved plans
6 Trash rack is provided on the outlet/bypass structure
7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-circuiting of
the system
10 The permitted amounts of surface area and/or volume have been provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
13 All required parts of the system are provided, such as a vegetated shelf, and a
forebay
14 The overall dimensions of the system, as shown on the approved plans, are
provided
cc NCDENR-DWQ Regional Office
Pender County Building Inspections
N.

WALTON ENGINEERING _
March 9, 2004
Ms Laurie Munn
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28403
Re Stormwater Project No SW8 030734, Hampstead Marine Storage
Dear Laurie,
In reference to your fax dated December 23, 2003, Walton Engineering has addressed
requests as follows
1 We have enclosed a "Drainage Area Delineation Map"
2 Details of the Infiltration Basin and the Vegetative Filter have been added to the enclosed
plan
3 A completed copy of the Infiltration Basin Supplement has also been enclosed
Also, we have been to coordination with the North Carolina Department of Transportation on
this project We have had to revise the previously submitted plan in accordance with NCDOT
Standards The driveway on NC Highway 210 has been moved from the original location to
the location shown on the enclosed plan There was no changes to the plan that would
constitute any revisions to the stormwater calculations
If you have any questions, please contact me at 910-259-4800
Sincerely,
Jason L Williams
RECEIVED
MAR 11 2004
nwQ
PROD W
Tel [phone] PO Box 895, Biugaw, North Carolina, 28425 Fax [phone]

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WALToN ENGINEERING
March 9, 2004
Justification Requirement
Section M. E The system has been located in a drainage easement, however the easement has
not been recorded at the time of this submittal
Tel 910-259A800 PO Box 895, Burgaw, North Carohna, 29423 Fax [phone]

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FILE MODE
—
995 MEMORYTX
P 1
COMMUNICATION RESULT REPORT ( DEC 23 2003 11 49AM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) ----------- RESULT ---------
89102591779 OK P 6/6
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
4 WA'111�1 Michael F Easley, Govemor
t� Q Wilflam G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
.i Alan W Kllmak, P E ,Dlraotor
-� l]Ivlslon of Water Quality
Coleen H Sullins, Deputy Director
Dlvlalon of Water Qualrty
FAX COVER SHEET
Date:
December 23, 2003
No. of Pages; 6
To:
Jason Williams
From: Laurie Munn
Company:
Walton Engineering
Water Quality Section - Stormwater
FAX #:
910.259.1779
FAX # [phone]
Phone # [phone]
DWQ Stormwvater Project Number: SWS 030734
Project Name: Hampstead Marine Storage
MESSAGE:
Jason,
I have reviewed the additional information that you sent m on December 9, 2003. I have the
following comments:
1. Please delineate the drainage area to the infiltration basin (you can do this on an S y2fs x
I i" sheet of paper)

W A T-
Michael F Easley, Governor
OF y
e �G
William G Ross Jr, Secretary
`OCR
North Carolina Department of Environment and Natural Resources
D 7
Alan W Klimek PE Director
Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: December 23, 2003 No. of Pages: 6
To: Jason Williams From: Laurie Munn
Company: Walton Engineering Water Quality Section - Stormwater
FAX 0: 910.259.1779 FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 030734
Protect Name: Hampstead Marine Storage
Jason,
I have reviewed the additional information that you sent in on December 9, 2003 1 have the
following comments
1 Please delineate the drainage area to the infiltration basin (you can do this on an 8 '/z" x
I I" sheet of paper)
2 Please provide a detail of the basin and the vegetative filter on the plans I have included
a copy of the details
3 Please complete the infiltration basin supplement
Please call me with any questions Happy Holidays
Laurie
SIWQSISTORMWATIADDINF0120031030734 dec03
N C Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
Mh�
90

A
Rip Rap
Energy
Dzssapator
oul 1 ht
Piping
30'
Flow
Spreader
Mechanism
* 50' For SA Cass Waters
# Width as required to provide
non -erosive flow
PLAN
VEGETATED FILTER DETAIL
Receiving
Stream
SECTION A -A

5-rolZAGE ELEV. = 14
05�—
Elev.
r' 14 `` aAND L Yt-R
INFILTRATION :_BASIN

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Permit No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWn Stormwater Management Plan Review
A complete stormwater management plan submittal includes'a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details
I. PROJECT INFORMATION
Project Name
Contact Person
This worksheet applies to Basin No
(as Wenrifred on plans)
Phone Number
in Drainage Area
(from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation The soils report must be
based upon an actual field investigation and soil borings County soil maps are not an acceptable source
of soils information All elevations shall be in feet mean sea level (fmsl)
Soils Report Summary
Soil Type
Infiltration Rate m/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions `
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
inch (15 inch eventfor SA waters, 1 inch event for others)
cf
days
ft x
cf
fmsl
fmsl
fmsl
ft = sq ft (bottom dimensions)
Form SWU-103 Rev 3 99 Page 1 of 3

Illl, 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 2H 1008
Initial in the space provided to indicate that 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 Attach ,justification if a requirement has not been met
Applicants Initials
a System is located 50 feet from class SA waters and 30 feet from other surface waters
b System is located at least 100 feet from water supply wells
c Bottom of system is at least 2 feet above the seasonal high water table
d Bottom of the system is 3 feet above any bedrock or impervious soil horizon
e System is not sited on or in fill material or DWQ approval has been obtained
f System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public nght-of-way
g Drainage area for the device is less than 5 acres
h Soils have a minimum hydraulic conductivity of 0 52 inches per hour and soils report is
attached
i System captures and infiltrates the runoff from the first 10 inch of rainfall (1 5 inch event for
areas draining to SA waters ) Design volume and infiltration calculations attached
1 System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage Calculations attached
k All side slopes stabilized with vegetated cover are no steeper than 3 1 (H V)
I A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided
m Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided
t
n Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters)
o Flow distribution mechanism within the basin is provided
0
p A benchmark is provided to determine the sediment accumulation in the pretreatment device
q Runoff in excess of the design volume bypasses off-line systems (bypass detail provided)
r System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days A soils report and all
pertinent draw -down calculations are attached
s Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized
41,
11.
Form SWU-103 Rev 3 99 , Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1 After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed
3 After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration Remove any blockage and repair the structure to approved design
specifications
4 Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth The system shall be restored to the
original design depth without over -excavating Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i c stockpiling near a stormwater treatment device or stream, etc )
A benchmark shall,be established in the pretreatment unit The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments "
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin
5 If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H 1000 must be designed, approved and constructed
r
I acknowledge and agree by my signature below that I am responsible for the performance of the five
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 and Title
Address
Phone
Date
Signature
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
do hereby certify that
a Notary Public for the State of County of
personally appeared before me this
day of . and acknowledge the due execution of the forgoing infiltration basin maintenance requirements
Witness my hand and official seat,
SEAL
My commission expires
Form SWU-103 Rev 3 99 Page 3 of 3

WALToNENGMEPaNG,
December 9, 2003
Ms Laurie Munn
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28403
Re Stormwater Project No SW8 030734, Hampstead Marine Storage
Dear Laurie,
In reference to your letter dated September 5, 2003, Request for Additional Information,
Walton Engineering has addressed requests as follows
I We have enclosed a revised set of plans and calculations to reflect the stormwater control
systems to be infiltration systems designed to control the runoff from all surfaces
generated by one and one-half inches of rainfall
2 Vincent Lewis, the State Soil Scientist, has investigated the site A soil evaluation was
performed by Land Management Group, Inc in accordance with Mr Lewis' site
investigation (See enclosed report from Land Management Group, Inc )
3 A note has been added to the revised plan indicating that there are no wetlands on the
subject property
4 A note has been added to the revised plan stating all roof drains must be directed so as to
be picked up by the infiltration basin
5 The dimension and bearing for the western property line has been added to the revised
plan
6 A detail of the swale has been included on the enclosed plan
The enclosed information will replace and/or be in addition to the previously submitted
information
If you have any questions, please contact me at 910-259-4800
ncerely,
Jason L Williams
Tel 910-259A800 PO Box 895, Burgaw, North Garohna, 28425 Fax [phone]

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October 20, 2003
Jason Williams
Walton Engineering
P O Box 895
Burgaw, NC 28425
Reference Soils evaluation for the Hampstead Manna proposed infiltration basins
Dear Jason,
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*1d=,Pg&n, ✓t'f6 28403
On October 14, 2003, Land Management Group, Inc completed the soil characterization
for a proposed infiltration basins for the Hampstead Manna project, as you requested The area
evaluated was shown to me onsite by yourself and is represented on the enclosed Bore Hole
Location Map The following is a report of my findings with respect to soil profile description,
depth to seasonal high water table, and soil infiltration rate There are a total of three borings
which are located within the proposed area I was unable to auger through the gravel on the soil
surface in the center of the proposed area The borings made should give an accurate description
of the proposed basin area There were some limiting infiltration rates at the deeper depths The
seasonal high water tables ranged from 30" to >60" throughout the proposed pond area
Please do not hesitate to contact me at [phone] or [phone] if you have any
questions about this report
Sincerely, _ __ _ _ _
�� 1 �J� �
J Tom Gulley

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2
0
BORE LOCATIONS SHOWN IN RED
Land Management Group, Inc.
Hampstead Marina Emrironmental Consultants
Wilmington, N C
7 7
SCALE 9" = 50'
Bore Hole
Location Map

Hampstead Manna
Hampstead, NC
October 20, 2003
Site
lnfilt
ID # Description
Rate
XI 0-6" clay loam, msbk, 2 5YR4/6
0 5-1 m/hr
640" med sand, single grained, loose,
1 OYR7/ 1,1 OYR8/ 1,1 OYR6/6
with IOYR6/1 mottles @ 30"
>10 m/hr
4048" fine sandy loam, granular,
IG2 5/N, >8%orgarucs
1-2 in/hr
X2 0-6" sand/loamy sand, single grained,
501/o gravel
6-10 m/hr
6-20" loamy fine sand, single grained,
2 5Y5/1
4-6 in/hr
20-24" loamy fine sand, granular, 2 5Y5/3
4-6 m/hr
24--48" med sand, single grained, IOYR7/1,
l OYR8/ 1, 10YR6/4
> 10 m/hr
48-60" clay loam, 2wsbk, 7 5Y5/8
0 5-1 m/hr
X3 0-10" sand/loamy sand, single grained,
50% gravel 6-10 rn/hr
10-20" loamy fine sand, single grained,
2 5Y5/1 4-6 uAr
20-55" med sand, single grained, 10YR7/1,
10YR8/1, IOYR6/4 > 10 in/hr
55-60" sandy clay loam, 2msbk, 10YR6/4 1-2 in/hr
Hampstead Manna
Estimated High
Watertable
30"
>60"
.t
Observed
Water
36"
>60"
>6011

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Sediment Basin Design
(rectangular basin with 2 1 sides)
Project Hampstead Manne Storage
Date 6/23/2003
Basin No
1
Drainage Area ID
Max Disturbed Area (s f)
171970
Max Disturbed Area (acJ
3 948
0 000
0 000
Peak Runoff (cfs)
1659
Length (ft)
130
Width (ft)
40
Ave Water Depth (ft)
3
Min Basin Volume (c f)
7,106
0
0
Actual Basin Volume (c f }
12,540
0
0
Min Basin Surface Area s f)
7,227
0
0
Actual Basin Surface Area (s f)
5,200
0
0
Outlet Type,
Rock Dam
Notes
1) Basin surface area designed for 75% sediment trap efficiency using
the following eqn S A = 0 01 " Peak Inflow Rate (cfs)"43,560
2} Design basin volume based on a 1,800 f A3 per acre of disturbed area
(min recommended volume) per NC Sediment Pollution Control
Commision
3) Actual basin volume based on 21 sideslopes for a trapezoidal
shaped basin

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WALToNENaiNEE&ING
September 29, 2003
Ms Laurie Munn
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28403
Re Stormwater Project No SW8 030734, Hampstead Marine Storage
Dear Laurie,
In reference to No 1 of the letter for the Request for Additional Information, Mark and I have
thoroughly researched and physically inspected the area within '/Z mile of the subject site All
tributaries surrounding the subject site were non -tidal freshwater tributaries, this includes the
receiving streams and drainage tributaries All streams and tributaries ultimately lead to Class
SA waters, however, we have found the Class SA waters are 0 7 miles outside the '/Z mile
boundary
I have enclosed maps to support our findings, which include the site location relative to the
discharge area, nearest SA waters, etc We would still like to set up a time for Vincent Lewis
to inspect the site, once we have determined the site to be infiltration or wet detention
If you have any questions, please contact me at 910-259-4800
Sincerely,
Jason L Williams
Tel [phone] PO Box 895, Burgaw, North Carolina, 28425 Fax [phone]

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OF WArF�4 Michael F Easley Governor
O� Q� William G Ross Jr Secretary
� North Carolina Department of Environment and Natural Resources
U�— Alan W Klimek P E Director
Division of Water quality
Coleen H Sullins, Deputy Director
Division of Water Quality
September 5, 2003
Mr Allen Wooten
8155 Malpass Corner Road
Currie, NC 28435
Subject REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No SW8 030734
Hampstead Marine Storage
Pender County
Dear Mr Wooten
The Wilmington Regional Office received a Stormwater Management Permit Application for
Hampstead Marine Storage on July 31, 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
It appears that your site is within % miles and draining to SA waters Accordmg to 15A
NCAC 2H 1000, state stormwater rules, the stormwater control systems must be
infiltration systems designed to control the runoff from all surfaces generated by one and
one-half inches of rainfall Please revise your plans and application to reflect this
requirement I did not complete a full review of the plans because the layout may
change, but below are listed some of the items that the plans must contain which are not
present in the current submittal Also, I have included some information on infiltration
system design in the copy to the engineer
2 Please contact me to set up a time for Vincent Lewis, State Soils Scientist, to do an on -
site investigation
Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans
that none exist
4 Please add a note to the plans that all roof drains must be directed so as to be picked up
by the basin
Please add the dimension and bearing for the western property line
6 Please provide a detail of the swale
Please note that this request for additional information is to response to a preliminary review
The requested information should be received by this Office prior to October 5, 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
N C Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
d
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] R 11ENOR

Mr Allen Wooten
September 5, 2003
Stormwater Project No SW8 030734
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,
'�e� a/La�
Laurie Munn
Environmental Engineer
RSS/ Ism S1WQSISTORMWATIADDINF0120031030734 sept03 doe
cc Laurie Munn
Mark Walton