SW7051107_HISTORICAL FILE_20190422

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW%
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
Egret Boats, LLC
Information
Sosld: 0797334
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 8/11 /2005
Registered Agent: Afshari, Frank
Addresses
Mailing
715 Page Road
Washington, NC 27889-9540
Reg Mailing
715 Page Road
Washington, NC 27889-9540
Company Officials
Principal Office
715 Page Road
Washington, NC 27889-9540
Reg Office
715 Page Road
Washington, NC 27889-9540
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Frank Afshari
715 Page Road
Washington NC 28586
https://www.sosne.gov/online_services/search/Business_Registration_Results 4/22/2019

LIMITED LIABILITY COMPANY ANNUAL REPORT
1012017-.4. �.-; .. ..,_T 1 a_s- F�l
NAME OF LI MITED, LIAB I LITY COMPANY Egret Boats, LLC •�
SECRETARY OF STATE ID NUMBER: 0797334 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2D19
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Afshari, Frank
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
E - Filed Annual Report
0797334
CA201907403669
3/15/2019 01:57
FIChangeS
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
715 Page Road 715 Page Road
Washington, NC 27889-9540 Beaufort County Washington, NC 27889-9540
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Manufacturi
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
715 Page Road 715 Page Road
Washington, NC 27889-9540 Washington, NC 27889-9540
6. Select one of the following If applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Frank Afshari
NAME:
TITLE: Managing Member TITLE:
►107�110* 3
715 Page Road
Washington, NC 28586
ADDRESS:
NAME:
11111t��1
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a persontbusiness entity.
Frank Afshari
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
3/15/2019
DATE
Frank Afshari Managing Member
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525. Raleigh, NC 27626-0525

s,0 Complete items 1, 2, and 3. Also complosf, .:
I Item 4 If Restricted Deliver�..Is.d
■• Print your nam"M adios di 66
so that we can return the card to you.
■ Attach this card to the back of the mailpie e
or on the front If space permits. �a U��
{ 1. Article Addressed to:
1
FRANK AFSHARI
EGRET BOATS LLC
n js -74 5 PAGE ROAD
/ W - �4�ML-
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B. ived {Prf t N J C. of D li ry
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D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No i
WASHINGTON NC 27889 3. Service Type
❑ Certified Mail ❑ Express Mail
❑ Registered IIj Return Receipt for Merchandise
❑ Insured Mail ❑.C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Ye$
' 2. Article Number 7007 0220 0003 1484 7999
i (Transfer from service !abet) —
f PS Form 3811, February 20D4 Domestic Return Receipt 10259"2•M-1540
ET For delivery information'
17�-
Postage $ , 5(�- C�' 01
Certified Fee �/ Q � O
M Postmari
Return Recelpt Fee �� Here
(Endorsement Required) J �60,
C3 Restricted oewery Fee 6'4 z
(Endorsement Required)
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C�
"r a FRANK AFSHARI
L3 VFrisei, AP.
EGRET BOATS LLC
C3 or Po sox 705 PAGE ROAD
T` city ----- ......
stateWASHINGTON NC 27889

o��� wAr�gQ�
o -c
CERTIFIED MAIL,
RETURN RECEIPT REQUESTED
7007 0220 00031484 7999
Frank Afshari
Egret Boats LLC
705 Page Rd
Washington NC 27889
Dear Mr. Afshari:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
!'L,-G J (Q -r3 I—v 7
December 19, 2007
Subject: NOTICE OF VIOLATION
NOV-2007-PC-0795
Permit No. SW7051107
Egret Boat Works
Beaufort County
On November 27, 2007 staff of the Washington Regional Office performed a Compliance Inspection of
the subject project, located at 705 Page Road, Beaufort County, North Carolina. The inspection was
performed to determine the status of compliance with Stormwater Permit Number SW7051107, issued
to you on December 6, 2005.
The project has been found in violation of Stormwater Permit Number SW7051107, issued pursuant to
the requirements of 15A NCAC 2H.1000. The violations found are:
Violations of State Stormwater Permit No. SW7051107 (Section II (3) (b,c, d, e, i) and (6)
which states:
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:
B. Sediment removal
C. Mowing and revegetation of slopes
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 and catch basins and piping.
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.
943 Washington Square Mall Washington, NC 27889 252-946-6481 (Telephone) 252-946-9215 (Fax)
An Equal Opportunity/Affirmative Action Employer— 50% Recyded/10% Post Consumer Paper

December 19, 2007
Project Name: Egret Boat Works
Stormwater Permit No. SW7051107
On the inspection date it was noted:
A signed copy of the Engineer's certification was not in the files.
The overflow weir on the outlet structure does not appear to be built per the approved plans.
The slopes were not grassed with permanent vegetation.
The Forebay had excessive sediment.
The banks, including the swale sides had considerable erosion.
Trash had not been removed.
To correct these violations you must:
1. Provide a written "Plan of Action" which outlines the actions you will take to correct the violation(s)
and a time frame for completion of those actions, on or before January 19, 2008.
2. Provide a signed Engineer's certification 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.
3. Repair erosion and grass slopes with permanent vegetation.
4. Remove any excessive sediment from the Forebay.
5. Remove trash from the area
Failure to provide the "Plan of Action" by January 19, 2008 or to correct the violations by the date
designated in the 'Plan of Action", are considered violations of 15A NCAC 2H.1000, and may result in
the initiation of enforcement action which may include recommendations for the assessment of civil and
criminal penalties, pursuant to NCGS 143-215.6A.
1f you have any questions concerning this matter, please call Kristin Jarman at [phone].
'ncerel ,
Al Hodge
Regional Supervisor
Surface Water Protection Section
cc: Shelton Sullivan -- NPS Assistance & Compliance
WaRO files

Permit: SW7051107
SOC:
County: Beaufort
Region: Washington
Compliance Inspection Report
Effective: 12/06/05
Effective:
Contact Person: Frank Afshari
Directions to Facility:
Beaufort County Industrial Park, 705 Page Road
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Expiration: 12/06/15 Owner: Egret Boats LLC
Expiration: Facility: Egret Boat Works
705 Page Rd
Industrial Park
Washington NC 27889
Title: Phone:
Inspection Date: 11/2712007 Entry Time: 10:50 AM
Primary Inspector: Kristin C Jarman {�
Secondary inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: Q Compliant ® Not Compliant
Question Areas:
® Miscellaneous Questions ® Misc
(See attachment summary)
Certification: Phone:
Exit Time: 11:50 AM
Phone: [phone]
Ext.315
Inspection Type: Stormwater
Page: 1

Permit: SW7051107 owner - Facility: Egret Boats LLC
Inspection Date: 11/27/2007 Inspection Type: Stormwater Reason for Visit: Routine
Inspection Summary:
A signed copy of the Engineer's certification was not in the files.
The overflow weir on the outlet structure does not appear to be built per the approved plans.
The slopes are not grassed with permanent vegetation.
The Forebay has excessive sediment.
The banks have considerable erosion.
Trash has not been removed.
Misc
Is the facility compliant?
Comment: See Summary
Yes No NA NE
Page: 2

HIGH DENSITY
STATE STORMWATER INSPECTION REPORT
Project Name:__ _ EgretBoat-Works _ Permit No: SW7051107 _ Expiration date: 12 Ob/ !15 _
Contact Person: Frank Afshari Phone No: 203-550-3978
County: Beaufort Center of Project GPS: Lat: "N Long: 'WW
Facility Address: 705 Page Road _ City: Washington Zip: 27889
(If multiple basins exist, specify basin(s):
Entry time: 10:50 am M pm ❑ Exit time: 11:50 am M pm ❑ Date: 11127/2007
Method of Treatment: (check one) M Wet Detention ❑ Dry Detention ❑ Bioretention ❑ Wetland ❑ Sandfilter ❑ Swale
❑ Pocket Wetland ❑ Level Spreader ❑ Permeable Pavement ❑ infiltration Basin Other: [1
Receiving Waters: Mitchell Branch . Classification: C,Sw,NSW - River Basin: Tar -Pamlico
GENERAL QUESTIONS FILE REVIEW
1. A signed copy of the Engineers certification is in the files:
2. A signed copy of the Operation & Maintenance Agreement is in the files:
3. A copy of the recorded deed restrictions is in the files:
SITE VISIT
1. Drainage area is consistent with the permit:
2. Built -upon area to drainage area is consistent with the permit:
3. All built -upon area (as permitted) is graded such that the runoff drains to the system:
4. The outlet structure is located per the approved plans:
5. The trash rack is provided on the outlet/bypass structure:
6. The trash rack is free of debris and excess trash:
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:
YES NO RLA NE

YES NO NA NE
10.
Access points are clear and well maintained:
®
❑
❑
❑
11.
Forebay is free of excessive sediment:
❑
®
❑
❑
12.
Banks are stable with no erosion present:
❑
®
❑
❑
13.
Vegetation and trash have been removed as needed:
❑
®
❑
❑
14.
©rawdown device is correctly sized per the approved plans:
❑
®
❑
❑
15.
Grass is mowed (not scalped) as required:
®
❑
❑
❑
16.
All required parts of the system are provided (such as vegetated shelf and a forebay):
®
❑
❑
❑
17.
The swale or outlet bypass is in the correct place and is in good condition:
®
❑
❑
❑
18.
Vegetated shelf is 6:1 and properly vegetated:
❑
®
❑
❑
19.
Invasive species/tree control is provided as needed
®
❑
❑
❑
20.
Tree pruning, mulch and plant replacement are provided as needed in the bioretention basin:
❑
❑
®
❑
21.
Permeable pavement has had regular sweeping and vacuuming:
❑
❑
®
❑
22.
Gravel replacement is performed as needed:
❑
❑
®
❑
23.
Excessive landscape debris (grass clippings, leaves, & sediment) are controlled:
®
❑
❑
❑
24.
Large stemmed vegetation is kept off of the level spreader'
❑
❑
®
❑
25.
Sediment and debris is removed from behind the lip of the level spreader on a routine basis:
❑
❑
®
❑
26.
Maintenance records are available for inspection:
0
0
❑

COMMENTS; [each NQ answer should have a comment]
1. A signed copy of the Engineer's certificate was not in the files and must be provided
Z. All slopes were not grassed with permanent vegetation
3. Forebay needs to be evaluated for excessive sediment and the sediment removed if applicable
4. Any erosion needs to be fixed and permanent vegetation planted
5. Trash should be removed from the area
fi. Overflow weir is not at the correct elevation and needs to be evaluated
Pictures of_site
Erosion on swale Trash in east forebay area

Excessive sediment
YES NO
Compliant ❑ Non -Compliant ® NOVsent ® ❑ Date sent December 19, 2007 NOV NOY-2007-PC-0795
Z

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Atari W. Klimek, P.E, Director
Division of Water Quality
December 6, 2005
Mr. Frank Afshari, Managing Partner
Egret Boats, LLC
705 Page Road
Washington, NC 27889
Subject: Stormwater Permit No. SW7051107
Eq rot Boat Works
High Density Project
Beaufort County
Dear Mr. Afshari:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Egret Boat Works on November 17, 2005. Staff review of the plans and
specifications has determined that the project, as proposed., will comply with the
Stormwater Regulations set forth in Title 15A NCAC 21-11.1000. We are forwarding
Permit No. SW7051107 dated December 6, 2005, for the construction of the subject
project.
This permit shall be effective from the date of issuance until December 6, 2015, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within 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 Scott Vinson, or me at [phone].
incerely
Al Hodge
Regional Supervisor
Surface Water Protection Section
AHlsav: C:\STORMWATERIPERMITISW7051107
cc: Michael Tolson, PE
Beaufort County Building Inspections
Washington Regional Office
Central Files
► kRo
i�f&nz
f Caro
1 sutural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Intemet h2o.enr.state.m.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAffirrnMve Action Employer— 50% Recycled110% Post Consumer Raper

State Stormwater Management Systems
Permit No. SW7051107
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
Egret Boats, LLC
Egret Boat Works
Beaufort. County
`FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of,issuance until December 6, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 86,822 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project .
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2of7

State Stormwater Management Systems
Permit No. SW7051107
6. The following design criteria have been providl in the wet detention pond and
must be maintained at design condition.
a. Drainage Area, acres: .
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. 'Permanent Pool Surface Area, ft2:
h. Permanent Storage Volume, ft3:
i. Permitted Forebay Volume, ft3:
Temporary Storage Elevation, FMSL:
3.50
86,822
1.0
3.00
90%
22.60
21,069
35,834
8,880
25.92
Temporary Storage Volume, fft3: 8,139
Controlling Orifice: "' 1.70" � pipe
.a'
Receiving Stream/River Basin: Mitchell Branch / Tar -Pamlico
Stream Index Number: 28-103-16
Classification of Water Body: "C; Sw, NSW'
II. SCHEDULE OF COMPLIANCE
. .. .b
1. The stormwater management system shall beconstructed 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 outlA structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7051107
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 a.nd what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. if the 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The pro1'ect area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
13. This permit shall be effective from the date of issuance until December 26 2015.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7051107
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 mayor may not be,
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which. may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter.the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The. permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 6tn day of December, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I.
for
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

't
State Stormwater Management Systems
Permit No. SW7051107
Egret Boat Works
Stormwater Permit No. SW7051107
Beaufort 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
Page 6 of 7

State Stormwater Management, Systems
Permit No. SW7051107
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with .permanent vegetation.
9. Vegetated slopes are no steeper than 3:.1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
T 11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices. are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Beaufort County Building Inspections
Page 7of7

0.
4
B and ASSOCIATES
ENGINEERING, SURVEYING & PLANNING Michael W. Baldwin, PLS
J.S. Janowski, PE
SURFACE AREA / VOLUME
CALCULATIONS
RECEWEV
NOV 17 2005
DWQ-WARO
Egret Boat Works
Washington, Beaufort County, North Carolina
November 18, 2005
1015 Conference Drive 121 Greenville, North Carolina 27858 a 252-756-1390
El Fax: [phone]
Email: [e-mail]

Baldwin & Associates .JOB Egret Boat Works
' Engineering, Surveying & Planning SHEET NO. 1 OF 1
1015 Conference Drive CALCULATED BY mdt DATE 11/16/2005
Greenville, NC 27858 CHECKED BY DATE
[phone] SCALE
Surface Area to Drainage Area Ratio for Permanent Pond Sizing - 90% TSS Removal (no vegetated filter required)
From 3' depth column
Imperviousness (%}
SAIDA (%)
10
1.30
20
2.40
30
3.50
40
4.50
50
5.60
56.85
6.56
60
7.00
70
8.10
80
9.40
90
10.70
Drainage Area = 3.5 Acres
90%TSS REMOVAL - NO VEGETATIVE FILTER REQUIRED
5A/DA%=
6.56 Required
Pool Size =
10,000 SF (required at permenant pool elevation)
Pool Size =
21,069 SF (provided at permenant pool elevation)
SA/DA%=
13.82% Provided
Wet Detention Runoff Storaae Volume Reauirements
Rv = 0.05+.009(l) 1 = 56.85 %
Rv = 0.56 inches/inches
Volume that must be controlled
Volume — (Design rainfall)(Rv)(Drainage Area)
Volume — 0.16 ac-ft
= 7,135 cf
Must store 7,135 cf of water to be drawn down over 2-5 days
above the permanent pool elevation
Stage Storage Data
surface diff. accum.
Elevation area elev storage storage Elevation Stage
Perm Pool 25.60 21,069 25.60
0.40 9,045
26.00 24,155 9,045 26.00 0.40
1.00 27,123
27.00 30,090 36,167 27.00 1.40
Si_prbjeca'egret boat worksZurface Area Caks, Rls

TOTAL POND STAGE STORAGE DATA
Forebay
Main Pond
surface
diff.
accum.
surface
dill.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
Elevation
area
elev
storage
storage
Elevation
Stage
22,60
1,072
-
22.60
0.00
22.60
5,356
22.60
0.00
1.00
1,340
1.00
5,967
23.60
1,607
-
1,340
23.60
1.00
23.60
6,578
5,967
23.60
1.00
1.00
2,557
1.001
8,486
24.60
3,506
-
3,896
24.60
2.00
24.60
10,394
14,453
24.60
2.00
1.00
4,984
1.00
12,501
25.60
6,461
-
8,880
25.60
3,00
25.6D
14,6D8
26,954
25.60
3.00
Surface Area at 25,60 = 21,069 Accumulated Storage at 25.60 = 35,834
TO orary Pool
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
25.60
21,069
35,834
25.60
0.00
0.36
8,139
25.96
24,150
1
43,973
25.96
0,36
TEMPORARY POOL ONLY STAGE STORAGE DATA
surface
diff.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
25.60
21,069
-
25.60
0.00
0,36
8,139
25.961
24,150
1
1
1 8,139
1 25.961
0,36

Baldwin & Associates
1015 Conference Drive
Greenville, NC 27858
[phone]
Date: Job No:
16-Nov-05 05-226
Attention:
To: NCDENR - Washington Regional Office Scott Vinson
Re:
943 Washington Square Mall Egret Boat Works - Express Permitting Application Package
Washington, NC 27889
We are sending you: Attached Under separate cover via
Drawings ❑ Plans ❑ Prints 0 Samples
Lj Letter . Other Permit applications
the following:
Specifications
copies•.
bGr
Description
deed
Original Wet Pond Supplement (revised to reflect correct numbers)
7—
I�
Copy of site plan (revised to reflect changes from pre application meeting)
1
(ja
Copy of Surface area calcs (revised to show 90% TSS sizing parameters)
1
Copy of 1 st inch and 10 yr routings 011'VOi1 0
1
Drainage Map (per your request)
9009 L L AON
A .
Transmitted as checked below:
�I" �►i�..,��
For approval
Approved as noted
Resubmit
copies for approval
For your use
Approved as submitted
Submit
copies for distribution
As requested
Returned for corrections
Return
corrected prints
For review
❑
Other
Remarks:
Scott,
Thank you for meeting with me recently to coordinate the express review preapplication information that is required from me.
Please find the following information for submission to the Stormwater Express process. If you should need additional
information, please feel free to call me.
Copy to:
file
Signed:
olson, P.E.
If enclosures are not as noted, kindly notify us at once. 5:1_projectslegret boat worksls-vinson-f i-96-05.Xis

Baldwin & Associates
1015 Conference Drive
Greenville, NC 27858
*aM.Mr, [phone]
To: NCDENR - Washington Regional Office
943 Washington Square Mall
Date:
2-Nov-05
Attention:
Roger Thorpe
Re:
Egret Boat Works
Washington, NC 27889
We are sending you: Attached [] Under separate cover via
Job No:
05-226
the following:
Drawings Plans ❑ Prints ❑ Samples ❑ Specifications
Letter . Other Permit applications
Copies
Date
Number
Description
2
Stormwater Management Permit Application Form
2
Wet Detention Supplement form
1
Check for $420 for application processing fee
2
_
Detailed narrtive description of stormwater treatment 1 managemme ttUE -K
2
Site Plan showing proposed improvements NOV3 2005
2
Stormwater Calculations, Routings, and SA/DA Calcs
2
Drainage Map MAWN »iI A on
Transmitted as checKea below:
L-+ *" id v Vl-11 %W
For approval
Approved as noted
Resubmit
copies for approval
For your use
Approved as submitted
Submit
copies for distribution
As requested
❑
Returned for corrections
[]Return
corrected prints
❑
For review
❑
Other
Remarks:
Roger,
Please find the above listed materials for your use in review of the proposed site plan and stormwater management permit
application.
Copy to: file Signed:
D. Tolson, P.E.
If enclosures are not as noted, kindly notify us at once. O:IEMPLOYI=ESltolsonl projectslegret boat workslr-thorpe-transmit 11-02-05.xls

T — 0
ENGINEERING, SURVEYING & PLANNING
Michael W. Baldwin, PLS
J.S. Janowski, PE
STORM WATER MANAGEMENT NARRATIVEIECKEU EP
EGRET BOAT WORKS
BEAUFORT COUNTY, NORTH CAROLINA NOV - 3 2005
Narrative
DWQ-WARQ
This project site consists of 7.00 acres, 3.50 Acres of which will be collected in a
proposed storm drainage system consisting of grass lined swales and a stormwater wet
detention facility that will treat stormwater runoff before it is eventually discharged into
the existing roadside ditch along NCSR 1456 (Page Road). Runoff from this site
eventually drains to Mitchell Branch in the Tar -Pamlico River Basin. The property is
bounded by NCSR 1456 (Page Road) to the West, and commercial and agricultural sites
to the North, South, and East.
The site will be a new development and is currently vacant. The current project will
develop one half of the existing property with reservation for future development on the
remaining portion.
The completed project will consist of one undisturbed 3.50 acre drainage area and one
3.50 acre drainage area draining into the proposed drainage swales and wet detention
pond conveyed eventually in to the existing roadside ditches located along NCSR 1456
(Page Road). The watershed breakdown is as follows:
IMPERVIOUS AREA
CALCULATIONS
New Buildings 0.68 ac
New Pavement 1.31 ac
Upon completion of the proposed site improvements, the site will have 1.99 acres of
impervious area and will be 28.57% built upon area, with 56.85% percent impervious in
the drainage area -of 3.50 acres.
The watershed that drains into the proposed drainage swales is collected via sheet flow
from the parking lot and will be treated by the proposed wet detention facility and2'`
before release into the existing roadside ditch.
1015 Conference Drive o Greenville, North Carolina 27858 El 252-756-1390 [D Fax: [phone]
P!eusrS+cYS.+:':N.^lansrR.r.,'�,[y✓i?t�'s73w'..,r.rR-:-- Email: [e-mail] ""'�A"eea� ,+a*rr arrrtxac;R!��al.+:xa^. •

l
Name of Stream
Description
Corr. Class
Date Prop. Class
Basin
Stream Index #
TAR RIVER
From the upstream
C;NSW
01/01/90
Tar -Pamlico
28-(102.5)
side of the mouth of
Tranters Creek to mouth
at U.S. Hwy. 17
bridge at Washington
Tranters Creek
From Source to Tar
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103
River
Pinelog Branch
From source to Tranters
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-6
Creek
Haw Branch
From source to Tranters
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-9
Creek
Horsepen Swamp
From source to Tranters
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-10
Creek
Aggie Run
From source to Tranters
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-14
Creek
Old Ford Swamp
From source to Aggie
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-14-1
Run
Big Swamp
From source to Old Ford
C;Sw,NSW
01/01/96
Tar -Pamlico
2B-103-14-1-1
(Singleton Swamp)
Swamp
Mill Swamp
From source to Big
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-14-1-1-1
Swamp
Latham Creek
From source to Aggie
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-14-2
Run
Gum Swamp
From source to Latham
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-14-2-1
Creek
Snoad Branch
From source to Aggie
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-14-3
Run
Maple Branch
From source to Tranters
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-15
Creek
Mitchell Branch
From source to Tranters
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-16
Creek
Cherry Run
From source to Tranters
C;Sw,NSW
01/01/96
Tar -Pamlico
28-103-17
Creek
Kennedy Creek
From source to Tar
C;NSW
01/01/90
Tar -Pamlico
28-104
River
PAMLICO RIVER
From U.S. Hwy, 17
SC;NSW
01/01/90
Tar -Pamlico
29-(1)
bridge (mouth of Tar
River) at Washington to
a line projected from
the downstream
Corporate Limit Line of
the Town of
Washington Park in a
southwesterly direction
across Pamlico River to
a Point of Land 800
yards downstream from
Rodman Point
.lacks Creek
From source to
C;NSW
01/01/90
Tar -Pamlico
29-2
Pamlico River
Page 2 of 15

S
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Permit Number SW7051107
Central Files: AP5 SWP
11/15/12
Permit Tracking Slip
Program Category Status Project Type
State SW Active New Project
Permit Type Version Permit Classification
State Stormwater 1.00 Individual
Primary Reviewer Permit Contact Affiliation
scott.vinson C? 3, rare
Coastal SW Rule
Coastal Stormwater - 1995
Permitted Flow
Facility
Facility Name MajorlMinor Region
Egret Boat Works Minor Washington
Location Address County
715 Page Rd Beaufort
Washington NC 27889 Facility Contact Affiliation
Frank Afshari
705 Page Rd
Owner Washington NC 27889
Owner Name Owner Type
Egret Boats LLC Non -Government
Owner Affiliation
Frank Afshari
715 Page Rd
Dates/Events Washington NC 27889
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/06/05 11 /17/05 12/06/05 12/06/05 12/06/19
Regulated Activities Requested/Received Events
State Stormwater - HD - Detention Pond Deed restriction requested
Deed restriction received
Outfall NULL
Waterbody Name all sStream Index Number Current Class Subbasin
y
Nf1�-► � G���4rt � _'
IV&V -` „47`47
- /or zS
o v &t�lativ 5 7'>•t.� nro>�,uc..1 r�/Lc

Central Files: APS SWP
11115M 2
Permit Number [NC6190070]
Permit Tracking Slip
Program Category
Status Project Type
NPDES'SWs
Active Renewal
Permit Type
Version Permit Classification
ESHip and'Boat,Building Stormwater Discharge°COC
2.00= COC
Primary Reviewer
Permit Contact Affiliation
Bethany.Georgoulias
Frank Afshari
Coastal SW Rule 715 Page Rd
Washington NC 27889
Permitted Flow
Facilit
Facility Name
Major/Minor Region
Egret Boat Works
Minor Washington
Location Address
County
715 Page Rd
LBeaufJEF7
Washington NC 27889
Facility Contact Affiliation
Frank Afshari
705 Page Rd
Owner Washington NC 27889
Owner Name Owner Type
Egret Boats LLC Non -Government
Owner Affiliation
Frank Afshari
715 Page Rd
DateslEvents Washington NC 27889
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
01/20/06 05/27/09 10/01/09 10/61/09 09/30/14
Regulated Activities Requested/Received Events
Ship and boat building and repairing RO staff report received
RO staff report requested
Outfall 001
Waterbody Name Stream Index Number Current Class Subbasin
Mitchell Branch 28-103-16 C;Sw,NSW 03-03-06
HE) 0 6P3 n J Mom'' Yr
/V(j sC.0
c "-" eta. s -�, 1,-qlv 0 A,1 L"Z9 -) .R r