SW8990929_HISTORICAL FILE_19991119

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8llo��
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Stat,; of North Carolina
Department of Environment ��1 •7
and Natural Resources /
Wilmington Regional Office
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary NcR CAROUNA DEPARTMENT Or
ENVIRONMENT AND NQURA RESOURCES
Division of Water Quality
November 19, 1999
Mr. Robert A. Jones, Partner
Jones Brothers Partnership, LLP
5136 U.S. 70 West �Op1F1�� 111 $IO2 -n�
Morehead City, NC 28557
Subject: Perm' No. SW8 929
Jones B t artnership Shell Buildings
Low si Stormwater Project
C eret Co
Dear Mr. Jones:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Jones
Brothers Partnership Shell Buildings on November 18, 1999. 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 990929 dated November 19, 1999, for the construction of Jones
Brothers Partnership Shell Buildings.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 Noelle
Lutheran or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/nml: S:\WQS\STORMWAT\PERMIT\990929.NOV
cc: Ron Cullipher '
Katrina Marshall,Carteret County Inspections
Wilmington Regional Office
Central Files
Noelle Lutheran
127 Cardinal Dr. Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10°/ post-consumer paper

State Stonnwater Management Systems
Permit No. SWS 990929
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
Jones Brothers Partnership, LLP
Jones Brothers Partnership Shell Buildings
Carteret County
FOR THE
construction,operation and maintenance ofa 25% low density development in compliance with the provisions of 15ANCAC
2H.1000(hereafter referred to as the "stormwaterrules")andtheapprovedstormwatermanagementplansandspecifications,
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 Jones Brothers Partnership Shell Buildings.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific conditions
and limitations:
L DESIGN STANDARDS
1. This permit covers the construction of 121,397.3 square feet of built-upon area.
2. The overall tract built-upon area percentage for the project must be maintained at 25%,as required by Section .1005
of the stormwater rules.
3. 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 stormwater rules and approved by the Division.
5. No piping is allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access.
2

' State Stormwater Management Systems
Permit No. SW8 990929
II. SCHEDULE OF COMPLIANCE
1. Projec ts covered by this permit will maintain a minimum 30 foot wide vegetative buffierbetween all impervious areas
and surface waters.
2. The permittee is responsible for verifying thatthe 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. Prior to the sale of this project, in whole or in part,the following deed restrictions must be recorded with the Office
of the Register of Deeds and submitted to DWQ:
"The built-upon area is limited to 121,397.3 square feet. Construction of additional built-upon area will
require a permit modification."
"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 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."
"Filling in or piping of any vegetative conveyances(ditches, swales,etc.)associated with this development,
except for average driveway crossings, is strictly prohibited by any persons."
"A minimum of 30' of vegetated buffer area shall be provided between surface waters and all impervious
surfaces."
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.
6. 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. -A copy of the recorded restrictions must be received by this Office within 30 days of the date of sale.
8. The following items will require a modification to the permit.Revised plans, specifications and calculations must be
permitted prior to the permittee beginning construction on the modification:
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.
9. The Director may determine that other revisions to the project should require a modification to the permit.
10. 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.
11 During,construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
3

State Stormwater Management Systems
Permit No. SW8 990929
12. 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.
1.3. 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.
14. The permittee shall submit all information requested by the Director or his representative within the time frame
specified in the written information request.
M. GENERAL CONDITIONS
1. Failureto abide by the conditions and limitations contained in this permit may subjectthe 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.
5. 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.
6. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting all components of
the stormwater management facility.
7. The permittee shall notify DWQ of any mailing address changes within 30 days of such change.
8. The issuance of this permit does not preclude the Petmittee 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 19th day of November, 1999
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�-------------
Kerr T. Stevens, Director
Division of Water Quality
By Au*ority of the Environmental Management Commission
Permit Number SW8 990929
4

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Date Received Fee Paid Permit Nu/m�ber
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
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Jones Brothers Partnership, LLP
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Robert A. Jones, Partner
3. Mailing Address for person listed in item 2 above:
5136 U.S. Hwy. 70 West
City: Morehead City State: N.C. Zip: 28557
Telephone Number: ( 252 ) 240-1448
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Jones Brothers Partnership Shell Buildings
5. Location of Project(street address):
Miller Farm Road '
City: Morehead City County: Carteret
6. Directions to project(from nearest major intersection):
from intersection of U.S. Hwy. 70 and N.C. Hwy. 24 travel approx. 0.2 miles
northnon Bridges St. Ext. , take left on Gloria Dawn Rd. and go approx. 4 blocks
to Pond Drive, take left ,_ road runs into project site
7. Latitude: 34044'24" N Longitude- 76047'23" of project
8. Contact person who can answer questions about the project:
Name: Robert A. Jones Telephone Number: ( 252 ) 240-1448
II. PERMIT INFORMATION:
1. Specify whether project is(check one): x New Renewal Modification
Forth SWU-101 Version 3.99 Page I of 4

2. If this application is being submitted as the result of_a renewal or modification to an existing permit,list the '
existing permit number and its issue date(if known)
3. Specify the type of project(check one):
x Low Density _High Density Redevelop _General Permit _Other
4. Additional Project Requirements(check applicable blanks):
_CAMA Major x 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.
Treatment of stormwater will occur- by drainage through grassed swales.
2. Stormwater runoff from this project drains to the White.:0ak River basin.
3. Total Project Area: 20.94 acres 4. Project Built Upon Area: 13.3
5. How many drainage areas does the project have? I
6. Complete the following informationfor 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.
�Basui�Irfonnatton�" „ ,� fir." 17ramage Area lh' �% "� Drautage'Area 2� _
Receiving Stream Name Beech Swamp MarshTCanal/ NewDort River
Receiving Stream Class X 5
Drainage Area 20.94 AC
Existing Impervious*Area n/a
Proposed Im ervious'Area 2.79 AC
%Impervious*Area(total) 13.3 %
rvious e Area� � �. Drazna a Areal � 'Drama e P.rea 2 s ��'
< w
rIm e Surfac
On-site Buildings 46250 SF
On-site Streets 10407.3 SF
On-site Parking 64000 SF E
On-site Sidewalks 740 SF
Other on site n/a
Off-site ='n/a
Total: 121397.3 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

7. How was the off-site impervious area listed above derived? n/a
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protectivii covenants are required to be recorded for all
subdivisions,outparcels,and future development prior fo 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
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet 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 filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires.a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shalt 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(919) 733-5083 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
Fonn 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.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
o Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s)for each BMP
e 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 or firm): Stroud:Bngineering, P.A.
Mailing Address: 151-A Hwv. 24
City: Morehead City. State: N.C. Zip: 28557
Phone: ( 252 1 247-7479 Fax: ( 252 ) 247-4098
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2) Robert A. Jones
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required feed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1000. A p
Signature: C\�r/ r v Date: /
Form SWU-101 Version 3.99 Page:4;of 4

• Permit No. S(JX 9 f D 9Z 9
(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 DENSITY 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. '
I. PROJECT INFORMATION
Project Name : Jones Brothers Partnership Shell Buildings
Contact Person: Robert A. Jones Phone Number: ( 252 1 240-1448
z 28 0�
Number of Lots: 1 Allowable Built Upon Area Per Lot*:_z �,-b3V SF
*If lot sizes are not uniform, attach a table indicating,the number of lots, 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 all 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 t of:,2

(SA x DF) - RA =OA = 13UA
No. Lots ..!:, Lot
Calculation:
20.94 AC x _30__ AC or 273,644 SF
Z0.9y AC X . ZS = 5 . Z3$46a/ ZZT1036 SF Y1�
(SA)
c
Ill. 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.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
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.
Built upon area calculations are provided for the overall project and all lots.
C 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

STROUD ENGINEERING, P.A. 112"T"TR �3 OG� 4 � ° f�]MUITUMIL
- Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
DATE JOB N0.
[phone] ATTENTION
TO RE'
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Q)L,.4l a�a rOe allos ¢S ceT�e Sato 1
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints X Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
a 71.P saim-r ,g- „ 8
Qf i 6 'Z<'Jfi- 9 9Q�
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
IZe•, SEt as aegyno1rg.l bu L�r.in . Q,LAA. Lo'm a%hj, L,
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COPY TO PROJ a_--- Y!/SIGNED:
if enclosures are not as noted,kindly notify us at once.

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L
E G E I V E
Narrative NOV 181999
O c M
Erosion and Sedimentation Control Plan PROJ #
Stormwater Management Plan
Jones Brothers Partnership Shell Buildings
September 13, 1999
revised November 17, 1999
Owner: Jones Brothers Partnership, LLP
5136 U.S. Hwy. 70 West
Morehead City, N.C. 28557
[phone]
Engineer: Stroud Engineering, P.A.
151-A N.C. Hwy. 24
Morehead City, North Carolina 28557
[phone]
A. Description of Project
1. Type of Development
The Jones Brothers Partnership Shell Buildings project site is located in
Morehead City, Carteret County,N.C.. The intended use of the Jones Brothers
Partnership Shell Buildings is a manufacturing facility for Jones Brothers Marine.
The project is proposed as low density development.
2. Earth Disturbing Activities
a. Excavation and grading for the installation of drainage, and utility
improvements.
b. Grading for the construction of proposed buildings and parking.
3. Drainage
The site presently drains to the north west to the Newport River by way of
Beech Swamp Marsh Canal. The developed site as proposed will continue to
drain to Beech Swamp March Canal allowing runoff to sheet flow over the site to
the marsh.
FIIe:C W P8\kg\987nar.wpd

B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete, i.e., drainage swales, utility
easements, etc.
I. Sediment Fence- Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off-site
sedimentation in controlled.
3. Stone Check Dams- Stone check dams are to be installed at locations shown on
plans to reduce erosion within drainage channels by restricting flow velocity.
4. Seeding - All disturbed areas will be seeded within 14 days following
construction in accordance with the seeding schedule shown on plans.
5. Stone Construction Entrance - Stone construction entrance will be used to reduce
transport of sediment off site.
6. Sediment Trap - Sediment trap will be used to store sediment and prevent
sediment transport off site.
C. Construction Sequence
1. Clear site of debris.
2. Install portion of gravel road at entrance and sediment fencing as shown.
3. Construct swales and sediment trap seeding immediately after construction.
Install stone check dams where specified. .
4. Rough grade site and prepare building pad.
5. Seed site within 14 days following completion of land disturbance.
6. Construct buildings.
7. Fine grade site.
8. Install gravel access road and parking area.
9. Construct concrete sidewalks.
10. Complete final seeding and landscaping.
11. Remove sediment fencing and stone check dams once disturbed areas are
stabilized.
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design.
File:C W P8\kg\987mr.wpd

E. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. these regulations are detailed in
15 NCAC 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be
considered under various options. This project is submitted for approval consideration under
Section .1003(d)(1) low de�}siC1 ent.
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State of North Carolina
Department of Environment • 0
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
October 4, 1999
Mr. Robert A. Jones, Partner
Jones Brothers Partnership, LLP
5136 U.S. Hwy. 70 West
Morehead City,NC 28557
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 990929
Jones Brothers Partnership Shell Buildings
Carteret County
Dear Mr. Jones:
The Wilmington Regional Office received a Stormwater Management Permit Application for Jones
Brothers Partnership Shell Buildings on September 14, 1999. 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. In order for a project to be low density, the entire vegetated site area must be utilized for
treatment. The impervious area of this project is concentrated in one area, and the stormwater
flows into a grassed swale and is directed off of the property. The project is considered a pocket
of high density and a designed stormwater treatment system is necessary. This project could
remain low density if the grassed swale is removed and the stormwater is directed to sheet flow
across the entire site area or if the impervious area is spread out.
2. Please verify the receiving stream class. Beech Swamp Marsh Canal is an unnamed tributary
to the Newport River. It appears that the site area drains to a portion of the Newport River that
is classified SA. If this is the case, low density projects must have no more than 25%
impervious surface. High density projects that drain to SA waters are not permitted to build a
wet detention pond.
6. Please reference the project number above on all correspondence.
127 Cardinal Dr. Ext.,Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%y post-consumer paper

Mr. Jones
October 4, 1999
Stormwater Project No. SW8 990929
----------------------------------------------
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 November 4, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.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.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Noelle Lutheran
Environmental Tech V
RSS/nml: S:\WQS\STORMWAT\ADDINFO\990929.00T
cc: Noelle Lutheran
Kathleen Gray
'Wilmingtoh RegionalOffice7

STROUD ENGINEERING, P.A.Hestron Plaza Two 12VU19n @IF 151-A Hwy. 24
MOREHEAD CITY, NC 28557
1 [phone] DATE JOBPM
ATTENTION II
TO NCOC_N2-p-� Jlsian of Wa�er -� RE,
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WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
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❑ Shop drawings ❑ Prints ❑ Plans ❑ Sam a n
&T0RRWATER
❑ Copy of letter ❑ Change order ❑
4 E C E I V E
COPIES DATE NO. DESCRIPTION In) Jill
9U Z5LF 141999
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THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
t_C�Se ram
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COPY TO ,r �G
SIGNED:
ff enclosures are not as noted,kindly notify us of once.

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Date Received Fee Paid Permit Number
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
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Jones Brothers Partnership, LLP
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Robert A. Jones, Partner
3. Mailing Address for person listed in item 2 above:
5136 U.S. Hwy. 70 West
City: Morehead City State: N.C. Zip: 28557
Telephone Number:. ( 252 1 240-1448
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Jones Brothers Partnership Shell Buildings
5. Location of Project(street address):
Miller Farm Road
City: Morehead City County: Carteret
6. Directions to project(from nearest major intersection):
from intersection of U.S. Hwy. 70 and N.C. Hwy. 24 travel approx. 0.2 miles
north:-on Bridges St. Ext. , take left on Gloria Dawn Rd. and go approx. 4 blocks
to Pond Drive,. take left ;_road runs into project site
7. Latitude: 34044'24" N Longitude- 76047'23" of project
8. Contact person who can answer questions about the project:
Name: Robert A. Jones Telephone Number: ( 252 1 240-1448
II. PERMIT INFORMATION:
1. Specify whether project is(check one): x New Renewal Modification
Form SWU-101 Version 3.99 Page'1 of 4

2. If this application is being submitted as the result of;'a renewal or modification to an existing permit,list the
existing permit number and its issue date(if known) •
3. Specify the type of project(check one):
Low Density _High Density _Redevelop _General Permit _Other
4. Additional Project Requirements(check applicable blanks):
_CAMA Major x 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.
Treatment of stormwater will occur by drainage through grassed swales.
2. Stormwater runoff from this project drains to the White..Oak River basin.
3. Total Project Area: 20.94 acres 4. Project Built Upon Area: 13.3 %
S. How many drainage areas does the project have? 1
6, Complete the following informationfor.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.
°Basui iFormatton Dramage eal�
' Drauuge'rArea2 �
w"'4F Q
Receiving Stream Name Beech Swamp Marsh Canal/ NewDort River
Receiving Stream Class sC
Drainage Area 20.94 AC
Existing Impervious*Area n/a
Proposed Im ervious"Area 2.79 AC
%Impervious*Area(total) 13.3 Z.
P53.' -2 i
Pam ervrousSurfa�e Area ' ,§�:�DtauJag�Areaxl� � i01
Drauuge Area2� �
On-site Buildings 46250 SF
On-site Streets 10407.3 SF
On-site Parking 64000 SF .
On-site Sidewalks 740 SF
Other on-site n/a
Off-site n/a
Totai: 121397.3 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

VI. SUBMITTAL REQUIREMENTS
r"
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.
1. 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 8r 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 or firm): Stroud Engineering, P.A.
Mailing Address: 151-A Hwy. 24
City: Morehead City. State: N.C. Zip: 28557
Phone: ( 252 ) 247-7479 ". Fax: ( 252 ) 247-4098
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2) Robert A. Jones
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project willbe constructed in conformance with the approved plans,that the required yleed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature,�LC�=� 1 C' Date:
Form SWU-101 Version 3.99 Page,4,of 4

7. How was the off-site impervious area listed above derived? n/a
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a
table listing each lot number,size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet 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 filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted 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(919)733-5083 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

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