SW8021002_HISTORICAL FILE_20030107

PERMIT NO
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
SWa
DOC TYPE El CURRENT PERMIT
❑ APPROVED PLANS
cif HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE o`ZJ3 O 1 O-7
YYYYMMDD

Ii
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
Wilmington Regional Office
January 7, 2003
Mr. Sonny Johnson, Managing Partner
341 Sonny Road, LLC
341 Sonny Road
Clayton, NC 27520
Subject: Permit No. SW8 021002
Lot 8 Shearline Subdivision
Dry Storage Facility
Low Density Stormwater Project
Carteret County
Dear Mr. Johnson:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Lot 8 Shearline Subdivision (Dry Storage Facility) on December 30, 2002. 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 021002 dated January 7, 2003, for the construction of Lot 8 Shearline
Subdivision (Dry Storage Facility).
This permit shall be' effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supercede any other agency permit
that may be required.
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 thirty (30) 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
either Linda Lewis or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:IWQSISTORMWATIPERMIT1021002.JAN
cc: Joe Dunnehoo, P.E.
Carteret County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
WC—DEWe
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

F{. c
State Stormwater Management Systems
Permit No. SW8 021002
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
341 Sonny Road, Inc.
Lot 8 Shearline Subdivision (Dry Storage Facility)
Carteret County
FOR THE
construction, operation and maintenance of a 25% low density development -incompliance 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 for Lot 8 Shearline Subdivision (Dry Storage Facility).
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
1. DESIGN STANDARDS
l . This permit covers the construction of 120,186 square feet of built -upon area. Additional
built -upon area will require a permit modification.
2. The overall tract built -upon area for the project must be maintained at 130,680 ft2 or less,
per the recorded deed restrictions required under SW8 980926, and as required by Section
.1005 of the stormwater rules.
Approved plans and specifications for projects covered by this permit are incorporated by
reference and are enforceable parts of the permit.
4. The only runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) as defined in the stonmwater rules and
approved by the Division.
5. No piping is allowed except that minimum amount necessary to direct runoff beneath an
impervious surface such as a road or to provide access.
6. Unless specified elsewhere, permanent seeding requirements for the swales must follow
the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
2

State Stormwater Management Systems
Permit No. SW8 021002
7. Roof drains must terminate at least 30' from the Mean High Water line.
H. SCHEDULE OF COMPLIANCE
1. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer
between all impervious areas and the mean high water of surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does not
exceed the allowable built -upon area.
3. 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.
4. Construction of additional impervious areas such that low density requirements are no
longer met must be submitted to DWQ and a permit modification must be issued prior to
construction. An engineered system appropriate for the classification of the receiving
stream will be required to collect and treat the runoff from all built -upon area associated
with the project, including that area permitted under the low density option.
5. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with
the permitted development, except for average driveway crossings, is strictly prohibited
by any persons.
G. Projects within CAMA's Area of Environmental Concern (AEC) are subject to a
reduction of the permitted amount of built -upon area due to CAMA jurisdiction within
the AEC.
7. 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 any vegetative conveyance shown on the approved
plan.
8. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated,
and be operational for their intended use prior to the construction of any built -upon
surface.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
10. The permittee shall at all times provide the operation and maintenance necessary to
operate the permitted stormwater management systems at optimum efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.

State Stormwater Management Systems
Permit No. SW8 021002
I t . Within 30 days of completion of the project, the permittee shall certify in writing that the
project has been constructed in accordance with the approved plans.
12. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.
I11. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and modifying
the permit, revoking and reissuing the permit, or terminating the permit as allowed by the
laws, rules, and regulations contained in Title 15A of the North Carolina Administrative
Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al.
The permit is not transferable to any person except after notice to and approval by the
Director. The Director may require modification or revocation and reissuance of the
permit to change the name and incorporate such other requirements as may be necessary.
A formal permit request must be submitted to the Division of Water Quality accompanied
by the appropriate fee, documentation from both 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 transfer is approved.
6. The permittee grants permission to DENR Staff to enter the property for the purpose of
inspecting all components of the stormwater management facility.
The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
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.
Permit issued this the 7th day of January, 2003
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-----ED-'-. --- - - ---------------
Alan W. Klimek, P.E., Director
1-0 Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 021002

:iE?FF.ICESLiSE10�1I:Y
Date Received
Fee Paid
Permit Number
IU -2 -OZ Alvan, 2 -36-02
4ZO 601 g ¢+o
5W d' OZ /vv Z
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):
_341 2onnLd
2. Print Owner/Signing Official's name and title (person legally responsible for facilit and compliance):
- - SonnyJohnston- -( A 4,-JA 4 � _PA�7"J - - - - -
3. Mailing Address for person listed in item 2 above:
341 Sonny Road-
Citv: Clayton
Telephone Number: (919 1 422-3324 ,
State: N • C • Zip: 2 15 2u
4. Project Name (subdivision, facility. or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Lot 8 Dry Storage F,.cility
5. Location of Project (street address):
Sensation 'sleigh
City: Beaufort County: Cartere t - - - -
6, Directions to project (from nearest major intersection);
From NC1U1 Turn west onto NCSR 116,,_ (Steel Tank Rd) continue about 1:/2
to Sensation wetgn, - e-Sac
7. Latitude: N 34 48,41 Longitude: wrr `16 41 . 0, of project
8. Contact person who can answer questions about the project:
Name: .Toaei)h P• D_iAna_QnQo - _ _ —Telephone Number: — 1
11. PERMIT INFORMATION:
1. Specify whether project is (check one): XX New Renewal Modification
Form SWU-101 Version 3.99 Page i of

t
2. If this application is being submitted as the result of a renewal or modification to an existing permit. list the
existing permit number 1N/�AA and its issue date (if known) f
3. Specify the type of project (check one):
XX Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major XX 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.
III. 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 .
The' site is down the center of the lot. There is wetlands on both siaes of the
lot. The direction of runoff is from -the center to the east and west. Fro:a
the wetlands the runoff travels to the south -to Adams Cr.eeK Canai.
2. Stormwater runoff from this project drains to the Wh ite OaK
River basin.
3. Total Project Area: 19.64 acres 4. Project Built Upon Area: 1 4 • U5 _%
5. How many drainage areas does the project have? 1
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.
Sash Inforriiatlon°."'°• • "x*;T
ay`'tDrai'na
Area 2
Receiving Stream Name
Adams Creek Canal.
Receiving Stream Class
SA
Drainage Area
1 9. 64 Acres
Existing Impervious` Area
0
Proposed lmpervlous4Area
2. 76 Acres 1 �-10, 186 SF
% Impervious` Area (total)
1 4 . 05
Impervious` Surface Areaw i;
'�-.4 �Drair�age Areal" ", "
Drrainage Area 2
On -site Buildings
2 So a Sr
On -site Streets —parking
7S,I 89
On -site Parking
U
On -site Sidewalks
0
Other on -site
2 Y 7'7 S F
Off -site
0
Total: 1 �U , 166 SF
Total:
Impervious area is defined as 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

i It
7. How was the off -site impervious area listed above derived? None
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
Sid, 8 80226 es $ 280409 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 1 30 , 680 square feet of any 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. Swales shall not be idled 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 runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed 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
Form SWU-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item,
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
Engineer and firm
-Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual orfirm):Joseph F. Dunnehoo Oceanside Engineering
Mailing Address: 8810 Emerald Drive
City: Emerald Isle State: N. C. zip:28594
Phone: (252 -- ) 354— 7761 Fax: (•�Sa, ) .35�- 2877
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item Z) sDon —JOhnsf *)
certify that the information included on this permit application form is, to th est of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, an t atth pro 7 sed project complies with the requirements of 15A
NCAC 2H .1000. Q
Signatu
Date;
1' _7
4
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. )(A)FOZ/UUZ
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSUY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and .transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
L PROJECT INFORMATION
Project Name : Lot 8 Dry Storage Facility
Contact Person: Joseph F. Dunnehoo Phone Number: [phone]
Number of Lots:
Allowable Built Upon Area Per Lot*: 3 Acres
*If lot sizes are not uniform, attach a table indicating the number of IoM lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for ail subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious.surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DE) A - OA = DUA f
No. Lots Lot
Calculation:
Allocated By Deed Book 845 Page 741
SW 8 986926
SW 8 980409
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
A plicants lni6als
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

LOT 8 JARRETT BAY MARINE INDUSTRIAL PARK SOUTH
REFERENCE: STORM WATER MANAGEMENT
CON'T III. PROJECT INFORMATION
1. Detail narrative of storm water management
This site drains from the center of the site to the left and right.
The runoff is directed from the buildings and paved area to the
wetlands. At the edge of the paved area there is a six (6") inch berm to
prevent collection of water in any one spot, but to help keep it spread
out over a large area. This berm will also slow the runoff down to
prevent erosion within the wetlands.
Once the water enters the wetland it will travel south to an
existing ditch on the rear of property. The runoff will then travel by
ditches to Adams Creek Canal. The area down hill from the berm will
be closely observed to insure that no wash -out occur. If and when a
problem does arrive and soil is being loss into the wetlands, sod will be
used to reestablish a filter system at that point. Stakes will be used to
help hold the sod in place if necessary.

Entity Names
http://www.secretary.state.nc.tis/Corporations/soskb/Corp.asp?49636
North Carolina
Elaine F. Marshall DEPARTS ENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
.,Corporations Horne
*Important Notice
Corpora.le Forms
�Cprporations=FAQ
QNew Form Notice
!Verifv,Certification
Secretary OfStateHome
Business License:
Register for E-Procureme
!Dept::of.:Revenue.:.: ;:.','.:,
_,1999 Senate Bills _-
a2001 Bill Summaries
_Annual Reports 1997 f
*Corporations :1997
Other' Legislkion.:_,,;
.By Corporate:Name
,For: NewCorporation i,;'.,
!By Re�istered'Agent "
Date: 12/12/2002
Document Filings
Corporation Names
Name Name Type
341 SONNY ROAD, LLC Legal
Limited Liability Company Information
SOSID:
Status:
Current -Active
Date Formed:
9/9/1998
Citizenship:
Domestic
State of Inc.:
NC
_--Duration:--_-- __
DEC.2027
Registered Agent
Agent Name:
Johnson Jr, John C
Registered Office Address:
341 Sonny Rd
Clayton NC 27520
Registered Mailing Address:
341 Sonny Rd
Clayton NC 27520
Principal Office Address:
341 Sonny Rd.
Clayton NC 27520
Principal Mailing Address:
341 Sonny Rd.
Clayton NC 27520
Bar -Coded Forms
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For questions or comments concerning the Corporations Division, please send e-mail to Corporations Ads
Click here for help downloading forms.
1 of 1 12/12/2002 12:31 PM

_ F-WArF 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
Wilmington Regional Office
December 12, 2002
Mr. Sonny Johnston ,
341 Sonny Road, Inc.
341 Sonny Road
Clayton, NC 27520
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 021002
Lot 8 Shearline Subdivision (Dry Storage Facility)
Carteret County
Dear Mr. Johnston:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Lot 8 Sheerline Subdivision (Dry Storage Facility) on October 2, 2002. A preliminary review
of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. Please provide your title within the corporation on Line I.2 of the application,
2. There are two vicinity maps- one on the first sheet and one on the second sheet.
The one on the second sheet is incorrect. Please add the nearest intersection of
two major roads to the vicinity map on the first sheet. A major road is any 1, 2 or
3 digit NC, US or interstate highway.
3. Please provide a detailed and dimensioned site plan. The building and pavement
lines are not plainly visible on the 1 "=100' scale. Please dimension all the built -
upon area, and show proposed contours and spot elevations instead of flow
arrows.
C*A
NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

__Mn-Johnston- . -- -- -- - -- — _ - - - - -- - - - -
December -12, 2002
Stor nwater Project No. SW8 021002
---------------------------------------------------
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 January 12, 2003,
or the application will be returned as incomplete. The return of a project will, necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,-
4in u �"'
Linda Lewis
Environmental Engineer
RSS/arl:S:IWQSISTORMWAT1ADDiNFO12002102,1002-DEC
cc: Linda Lewis
Joe Dunnehoo, P.E.

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
October 2, 2002
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Mr. Sonny Johnston
341 Sonny Road
Clayton NC 27520
Dear Mr. Johnston:
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,
Janet L. Paith, CPESC
Environmental Technician
JLPlbfr.
cc: Joseph Dunnehoo; Oceanside Engineering
WiRO-LQS
PROJECT NAME: Jarrett Bay, Lot 8 Dry Storage Facility
PROJECT NUMBER: CA-03082
LOCATION: Sensation Weigh - Carteret County
RIVER BASIN: White Oak
SUBMITTED BY: Oceanside Engineering
DATE RECEIVED BY LOS: October 2, 2002
Your cooperation in this matter is
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

\ ,\, NOTE:
�r sit SITE OUTSIDE THE GRADING LIMITS.
SILT FENCE WILL BE PLACED � GRADING LIMITS AND SILT FENCE
ARE CLOSE TOGETHER. CHECK WITH
NORTH CAROLINA
VICINITY MAP ENGINEER IF QUESTIONS ARISE.
DIGITIZED FROM AERIAL, "°SCALE BULKHEADS WILL- BE CONSTRUCTED
BEFORE GRADING IS STARTED, BUT
AFTER SILT FEN,: IS INSTALLED.
LEGE-AID
SILT FENCE
CONSTRUCTION
ENTRANCE
GRADING
LIM ITS
PROPOSED
r
CONTOURS
II EXISTING
4 CONTOURS
FLOW
I, STEVEN D. POWERS, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OF LAND.
I, STEVEN D. POWERS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION, FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK ,PAGE —_); THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK PAGE ,
THAT THE RATIO OF PRECISION AS CALCULATED IS 1: ; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL THIS —_ DAY OF ___ _ _ _�__,ItD., 19__—
DIRECTION OF
DRAINAGE
FLOW
INLET AND
OUTLET
CONTROL
WETLAN DS
AND E LEI/ OF
WETLAN DS
5
SILT
FENCE
WETLANDS
GRADING
LIMITS
N
T
FENCE
WETLANDS
GRADING
LIMITS--......�.....
WETLAND
FENCE w ��
SILT
`V y 1
GRADING
LIMITS--- ---
WETLAI
24' DIA & 48'
LONG CULVERTS
RIW
. SENSATION WEIGH, 60' R/W
Qo
R,A SDEDIMENT,4TIONAAND EROSION
UFT
STATION CONTROL PLANSTRUWETLANDS1
�ry TES D E,
fF_ AREA #1 = 0.75 ACRES
LIMITS
WETLANDS
SILT
FENCE
AREA #2 = 1.01 ACRES
AREA #3 = 1.26 ACRES
WETLANDS
SILT
FENCE
DING
}�I TLANDS
-�s AREA #4 = 0.68 ACRES
rk
SILT
FENCE
BALL
'toy o� �
0.0
$ 6
e-s
�Ps cuUUT ' nr,
too 0 100 200 300
GRAPHIC SCALE — FEET
LEGEND
AC —
ACRES
CO —
SEWER CLEANOUT
DB —
DEED BOOK
ECM —
EXISTING CONCRETE MOP�UMENT
EIA —
EXISTING IRON AXLE
EIP —
EXISTING IRON PIPE
EIR —
EXISTING IRON ROD
ELEC —
ELECTRIC
EPK —
EXISTING PK NAIL
FH —
FIRE HYDRANT
HWM —
HIGH WATER MARK
IRS —
IRON ROD SET
LP —
LIGHT POLE
MB —
MAP BOOK
MBL —
MINIMUM BUILDING LINE
N/F —
NOW OR FORMERLY
PG —
PAGE
POB —
POINT OF BEGINNING
R/W —
RIGHT OF WAY
SF —
SQUARE FEET
TEL —
TELEPHONE
TV —
CABLE TV
U —
OVERHEAD UTILITY LINE
UP —
UTILITY POLE
WM —
WATER METER
0 - CONTROL CORNER
© - CONCRETE CONTROL CORNER
i
4 SillEETS
CLI
U
w
w
a
0
SITE DA TA
' OFFICE AREA —
2,500 SF
* STORACE AREA
BUILDING
A
— 7,500
SF
BUILDING
B
— 7,500
SF
BUILDING
C —
7,500
SF
BUILDING
D —
7,500
SF
BUILDING
E —
10,000
SF
* DRIVEWAY WIDTH 20'
* WASHDOWN BAYS do TURNING BASIN
* TOTAL AREA -- 855,631 SF +/-
19.64 AC +/—
* TOTAL IMPERVIOUS AREA — 120,186 SF +/-
2.759191 AC +/—
* TOTAL ALLOWABLE IMPERVIOUS AREA — 3.00 AC = 130,680 SF
AREA
BY DMD
855,631 SF+/-
19.64 AC+/--
APPROVED l'
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
0 7- JAIU- Z00 3
RECEIVED
DEC 3 0 2002
DWQ
PROD # 6A'2 2 G /(yJZ-
REFERENCES
LOT 48
DB 833 PG 648
MB 29 PG 428
DB 863 PG 485
OWNER:
341 SONNY ROAD, LLC
341 SONNY ROAD
CLAYTON, N. C. 27520
[phone]
MANAGING PARTNER:
SUNNY JOHNSTON
STEVEN D. POWERS L-2994 I

24"' DTA & 4B'
LONG CULVERTS
R/W
R/W
6
R/W
WETLANDS
WETL� A N-D
49
SEDIMENTAT
BASIN
WETLANDS
SENSATION WEIGH) 60'ftjW
- R/M
SEDIMENTHT1❑N
B_�AT�1ANDS
AREA OF ASPHALT
I'mill.
-
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r
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+ ,
BU�LDING •
*'
1 1 O 0' \
FF=8.0'
tzl WETLAND
! I 1 •- j - BUILDING "C"
41
o
N��TAT N _! FF=8.0 Ii
! >'� BUILDING "D" i
BASIN 4
1
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IMENTAT
BFiSIN
- -__
'I 50.0'
• -- 1 iy 4 I I
._- -_1E• III
lI N II
FF=8.0' III
#W
•' _ �41 I I I
11_ - .►I � I I I
�li 50.0'
UPLANDS
17,
0.75 ACRES
=13,880 SQ. FT.
,S=2,500 SQ. FT.
WETLANDS
SrDI—MEN7RTION
BASIN #3
AREA #2 = 1.01 ACRES
AREA OF ASPHALT=23,928 SQ. FT.
AREA OF BUILDINGS=15,000 SQ. FT.
AREA #3=1.26ACR S
WETLANDS
TH �L'�1=26,875 SQ. FT.
i�OILDINGS=15,000 SQ. FT.
ANDS
AREA OF ASPHALT=l 0, 00 SQ. FT.
AREA OF BUILDINGS=l 000 SQ. FT.
AREA #4 = 0.68 ACRES
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TH�S SHFFT NOT TO SCALE
STEEL "T" POST
MIN. 10 GA. WIF
ON 6" X 6" CE
NOTES
FENCE MESH SHALL BE MINIMUM
32" IN WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
FILTER FABRIC SHALL BE MIRAFI
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
TING CONNECTORS.
STEEL POSTS SHALL BE 5'--0"
IN HEIGHT AND BE OF THE SELF
FASTENER "T" SECTION TYPE.
MAINTENANCE PLAN
THE SILT FENCE WILL BE CHECKLED AFTER EACH
RUNOFF PRODLJC!NG EVEN" OR EVERY 30 DAYS
WHICH EVER IS SHORTEST. THE SILT WILL BE
REMOVED WHEN IT IS THREE INCHES HIGH ON
THE FENCE.
SEDIMENT WILL BE REMOVED IN THE SEDIMEN-
TATION BASIN WHEN IT IS SIX INCHES DEEP.
10' MAX.
FRONT VIEW
STEEL "T" POST
WIRE MESH FENCE
CRIMP RING CONNECTOR
SYNTHETIC WOVEN
FILTER FABRIC, FILL SLOPE
GROUND LINE
---'-TO ANCHOR BOTTOM
DIG IN 6" DOWN &
SIDE VIEW 6" OUT
SILT FENCF DECAI
PLACF RIP RAF' AROUND
P
TI
I
SIDE VIEW
LIF �-7-\ C�,N
NOT TC SCALE
STD. REINFORCED
CONCRETE FLARED
END SECTION
NOT TE SCALE
NOTE:
�I`ASc 1 QID P ACD TO R[:- USED
12"
18"
2: 1
SLOPE
�_d
TYP CAL PPE_ OUTLET
NOT TO SCALE
0 WNER:
TEHPDRARY GRAVEL EUNSTRUCTIEN ENTRANEE/EXIT
,;REGATE
DRAINAGE AREA WEIR LENGTH
A R FT
1 4.0
2 6.0
3 8.0
EXAMPLE 3.57 9.2
4 10.0
5 12.0
'DIMENSIONS SHOWN ARE MINIMUM
TEWDRARY GRAVE` CONSTRUCTIDN ENTRANCE/EXIT
DE(INITION: A graveled area or pad located at paints where vehicles enter and leave a construction sites
DEIGN CRITERIA Aggregate Size -Use 2-3 inch washed stone.
Delensions of gravel pad-
ThiQ kness: b inches minimum
Vl tK 12 ft minimum or full width at all points of the vehicular
enttance and exit area, whichever is greater
Leigthl 50 ft, minimum
Lodation- Locate construction entrances and exits to limit sediment from leaving the site and to provide for
I
maximum utility by ail construction vehicles. Avoid steep grades and entrances at curves in public roads
Whing- If conditions at the site are such that most of the mud and sediment are not removed by vehicles
traveling over the gravel, the tires should be washed, Washing should be done or an area stabilized with
crushed stone that drains into a sediment trap or other suitable disposal area, A wash rack may also
be used to make washing more convenient and effective.
MAI�JTENAN1 Maintain the gravel pad in a condition to prevent mud or sediment from leaving the construction
site. This may require periodic topdressing with 2-in6 stone After each rainfall, inspect any structure
used to trap sediment and clean It out as necessary, Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
CO�:SIRUCTIGN
SPECIFICATIONS: I, Clear the entrance and exit area of all vegetation, roots, and other objectionable material and
properly grade it
1 2, Place the gravel to the specific grade and demensions shown on the plans, and smooth it,
3. Provide drainage to carry water to a sediment trap or other suitable outlet,
4, Use geotextile fabrics because they improve stability of the foundation in locations subject
to seepage or high water table.
""EN
1�� EF-P--,
i 1 CES
LOT #F3
341 SONNY ROAD, LLC
341 LA SONNY ROAD
CLAYTON, N. C. 27520
[phone]
MANAGING PARTNER:
_
SUNNY JOHNSTON
NOT TO SCALE
T
�� > 1 �� D
/Lf/
SlIEFT 3 F
DEC 2002
4 T7 ]]WATER,
1�1jf�J/ J///TS
D B
n IVI A B
D B
833
863
P G
n
f
PG
648
4
U
485
---
R E V� SI O N S
CONTACT & PHONE:
SONNY JOHNSTON
919-422-3324
SUNNY JOHNSTON
341 SONNY ROAD
CLAYTON, NC 27520
0 0
34 Tnl�mi (�T�I1T�l�t ��(Cvt111�1�3
'�"�"`W u"""M �Y` `�
8810 EMERALD DRIVE
EMERALD ISLE, NC. 28594
PHONE 252-3ONE, CONCRETE
SEPTIC, HOUSE PLANNING, STRUCTURAL, SOIL ANALYSIS
COMPACTION TEST AND ASPHALT, STONE, CONCRETE DENSITY TEST
I JOSEPH F. DUNNEH00 PE/PLS
0
(Y]
O
JOB LOCATION:
JARRETT BAY NEAR NC HIGHWAY 101
FILE NUMBER:
020705
DATE:
26 AUGUST 2002
SEDIMENTATION AND
STORM WATER PLAN
SHEET:
S3 OF 4
APPROVED 8Y:
IJ. DUNNEHOO
DRAWN BY: