SW7011002_HISTORICAL FILE_20150512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 2V(0�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

kkRta
MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Tony Wooddisse
168 Highway 158 West
Camden, NC 27921
Dear Mr. Wooddisse:
Don Van der Vaart
Secretary
May 12, 2015
Subject: Stormwater Permit Renewal
Stormwater Management Permit SV 7011002
Shore Flyte Marina
Perquimans County
A Division of Energy, Mineral, and Land Resources file review has determined that Stormwater Permit
SV 7011002 for a stormwater infiltration system serving a proposed Shore Flyte Marina located near
Hertford, INC in Perquimans County expires on February 22, 2016. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for permit renewal at least
180 days prior to expiration of the permit. Also it was noted in the file that a designer's certification that the
project was constructed in accordance with the approved plans as required by the permit has not been
submitted. Please include this with your application. Permit application forms for renewal can be found on
our website at http://portal.ncdenr.org/web/Ir/state-stormwater-forms_docs . If this facility has not been
constructed and you wish to rescind the permit please let me know.
North Carolina General Statutes and the Coastal Stormwater rules require that this property be covered
under a stormwater permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 - Phone: [phone] FAX: [phone]
Internet: http:llportal.ncdenr.org/webllrlland-quality
An Equal Opportunity I Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

W Beveriy Eaves PCrduC, wvenror
y Dee freeman, Secretary
r' North Carolina Department or Environment and Natural Resources
Coleen 11, Sullins, Director
Division of Water Quality
February 28, 2011
Mr. Tony Wooddise
168 Highway 158 W.
Camden, NC 27921
Subject: Shore Flyte Marina
Federal Stormwater Permit NCG190056, and
State Stormwater Permit SW7011002
Perquimans County
Dear Mr. Wooddise:
This is to follow-up to my site visit/inspection at the Shore Flyte Marina facility on January 5,
2011. We discussed the following permits that were previously issued for this site:
1) Federal Stormwater Permit NCG190056 issued to Perquimans County on July 3, 2000;-transferred
ownership to Tony Wooddise, October 2001; expired July 31, 2004. The annual permit fees were paid,
beginning in 2001 and continued through June 2010, even though the permit expired.
2) State Stormwater Permit SW7011002 issued to Shore Flyte Marina on February 22, 2002 and expires
on February 22, 2012. This permit was for the development of the site including buildings, parking,
access drives, boat ramp facilities, and (2) stormwater infiltration systems.
After inspecting the site and discussions with you, it was determined that the site has not been fully
developed as a marina; nor has the site been operated as a marina. At this time, only a metal storage
building and gravel parking pad have been constructed. Since the Federal Stormwater Permit for this site
expired, and you do not currently operate a marina at this site, you do not need coverage under the NCG19
permit; likewise, you do not need to submit any monitoring reports or annual fees for this site. If you plan to
operate a marina at this site in the future, you will need to obtain a Federal Stormwater Permit prior to
beginning operation.
The State Stormwater Permit was issued with an approved site plan that showed the development
of a marina facility with buildings, parking, a boat ramp, and (2) infiltration systems for stormwater treatment.
The Permit required that the proposed stormwater infiltration systems be constructed prior to the
development of the site. Since the infiltration systems are not constructed according to the approved plans,
your site is not in compliance. We discussed several ways to resolve this non-compliance, including (1)
construct the infiltration systems as originally designed and approved; (2) submit a modified design of the
stormwater treatment system and request a permit modification; or (3) submit a modified site plan and
request a low density type permit. We will be happy to discuss these alternatives with you, or your
consultant.
Mailing Address Phone [phone] Location N011C rolina
1617 Mail Service Center Fax [phone] N. Salisbury St. �/(Itllrll�lf
Raleigh, NC 27699-1617 Raleigh, NC 27604
Internet: www.nMIN (erg nality.ory, Customer Service 1-877-623-6748
An Equal OpportunitylAffirmative Action Employer— 50% Regcledll0% Post Consumer Paper

Mr. Tony Wooddise
February 28, 2011
Page Two
Please provide this office with a plan of action to address the above issue within 60 days of receipt of
this letter. You can contact me at our Washington Regional Office at [phone], or by email:
bill,[e-mail].
Sincerely,
Bill Moore, Environmental Engineer
Washington Regional Office
cc: A. y Adams, WARO
shington Regional Office '

c�h �eF1 e .M
lea NWT 15a WEST • CAMOEN. NC V M
Bus r1 Ni-MA
FAK r=ffi 33421w
ir+w_ihp*Byy-C
April 11th 2011
Division of Water Quality.
1617 Mail Service Center,
Raleigh.
NC 27699-1617
Certified Mail & EMail.
Re:- Federal Stormwater Permit NDG190056, and State Stormwater Permit SW7011002
� Perquimans County.
Dear Mr. Moore,
We are in receipt of your letter dated February 28th 2011.
With reference to Federal Stormwater Permit NCG 190056, 1 Believe this permit has been subject
to automatic renewal, because you have been charging us (or me) and we have ( or I have) been
paying you as requested. We (1) will apply for a new Permit and will complete the installation of
the retention ponds and necessary drain fields as per the orginal drawings. This will be
completed in the near future.
With regard to State Stormwater Permit SW7011002 this is still in force until February 22 2012.
Yours sincerely,
Tony Wooddisse.

�MCIQM&CREED
February 6, 2002
RECEIVED
Mr. Bill Moore
Environmental Engineer FEB -- 8 2002
DWQ- North Carolina DENIZ
943 Washington Square Mall D11UQ-1NAR0
Washington, N.C, 27889
Reference: Shore Flyte Marina — Hertford. NC
Stormwater Management Plan No.: SW7990807
McKim & Creed Project No.: 02045-0003
Dear Mr. Moore,
Per your request during our December 28. 2001 telephone conversation please find the foIloxving
enclosed for your review:
1.) Two (2) copies of the revised plans.
2.) One (1) set of revised calculations.
Please forward your approval or comments. Thank you for your assistance and if you have ar)y questions
please feel free to contact me at [phone].
Respectfully Submitted
McKim & Creed
Steve Albright
Enclosures
SFA/sfa
Cc: File
1':12045\0003110-00rt1111AMO0KI-2.I)0C
504 E. ELIZABETH ST., SUITE 1, ELIZABETH CITY, NORTH CAROLINA 27909
TEL [phone] FAx [phone] www.mcklmcreed.com
AA0002667

9/28/2001
STORMWATER CONTROL NARRATIVE --.—' -
FOR SHORE FLYTE MARINA AT HERTFORD
PERQUIMANS COUNTY, NORTH CAROLINA
err 1 2001 V
,� ;
A. GENERAL PROJECT NOTES: IV WaVz—
1. PROJECT NAME: SHORE FLYTE MARINA (Mr. Tony Wooddisse)
Boat Maintenance Facility and Marina
168 Highway #158 West
Camden, NC 27921
[phone]
2, DEVELOPER: Shore Flyte, Inc.
PROJECT DESCRIPTION: A 9.88 acre Marina and Boat Maintenance Facility
4. NEAREST RECEIVING STREAM: Perquimans River
Tributary of the Albemarle Sound
CLASSIFICATION OF RECEIVING STREAM: SC
6. TOTAL PROJECT AREA : 9.88 acres
7. WATERSHED AREA: 6.73 acres
8. IMPERVIOUS SURFACES: 2.87 acres
9. PERCENT IMPERVIOUS: 42.6%
B. SITE DESCRIPTION:
This 9.88 acre parcel located off of an existing gravel drive east of S.R. #1336, adjacent
to the Perquimans River. The property is part of the Perquimans County Commerce Center,
which is located approximately '/z mile south of the US #17 bridge. The site topography ranges
from the normal water level to 14 feet (NC Geodetic Survey datum). The parcel is presently used
for agricultural purposes. The eastern side adjoins the Perquimans River with vegetation
consisting of cypress trees. The northern side is bounded by wetland, which feed a small
tributary of the Perquimans River and is heavily wooded and will be left undisturbed as a buffer.
r+XL*r@ll&11
Site soils consist of Conetoe loamy Sand (Ctb) as listed by the USDA Soil Survey Book
of Chowan and Perquimans County, The Conetoe loamy sand is listed to have moderately rapid
permeable and provides a good support base for most structures. Conetoe Soils consist of
brown fine surface sands with yellow -brown subsurface fine sands.
Soils in the area of Basin #2 consist of fine sands at the basin level and the SHWT is
approximately at an elevation of 9.2 feet.
Soils in the area of Basin #1 consist of medium fine sands with a higher poriosity than
that of Basin #2. The SHWT is approximately at an elevation of 2.0 feet.
Page 1 of 5
P:Q045\0003\10-Comm\STORMWATERNARRATI VE.doc
Project #02045-0003

9/28/2001
D. PROJECT DESCRIPTION:
This project consists of the construction of a commercial marina and boat maintenance
facility to include:
• 19,000 sq. ft. building with concrete pads and asphalt parking
• Marina facilities, bulkhead, docks, and boat ramps
• Gravel road to provide access from the building to the marina
• Infiltration Basins will be constructed to handle storm water runoff from the
impervious areas
Site Impervious Surfaces
Building
Sales 1 Store 20,217.5 sq. ft.
Parking / access
Asphalt parking 1 drives 18,006.2 sq. ft.
Concrete walks, utility pads 25,206.6 sq. ft.
Gravel Drive 61,346.7 sq. ft.
Total Impervious 2.87 acres.
Total Parcel Area 9.88 acres.
% Impervious 28.99 %
E. STORMWATER NARRATIVE:
• The storm water runoff generated by impervious surfaces within this project will be
directed to the two infiltration basins, to be constructed on site per the drawings.
• The boat wash down area water will be collected into a common drain, filtered by an in-
house mechanical filtration system and recycled as wash water.
• Surface water derived from the impervious area within the AEC will be directed away
from the bulkhead to collect into Infiltration Basin No, 1. The only exception will be storm
water runoff from the boat ramp, which will flow to the Perquimans River,
Page 2of5
PA204510003110-Comm\STORMWATERNARRATIVE.doc Project #02045-0003

9/28/2001
Infiltration Basin #1
• Drainage Area = 205,348 sq. ft.= 4.71 acres
• Soil Type=High Porosity, Well Drained Medium Fine Sands of the Conetoe Soil Group.
• Infiltration Rate = 6.0 inlhr
• Water Table Elevation = +/- 2 feet (10 ft. below existing ground level)
• Impervious Area = 101,462 sq. ft. = 2.33 acres
• Percent Impervious = 49.5%
• Proposed Surface Area at Bottom = 8,126 sq. ft.
• Minimum Required Volume = 8,467 cu. ft.
• Proposed Volume = 8,753 cu. ft.
• Drawdown Time = 2.2 hrs = 0.09 days
Infiltration Basin #2
• Drainage Area = 87,812 sq. ft. = 2.02 acres
• Soil Type=High Porosity, Well Drained Medium Fine Sands of the Conetoe Soil Group.
• Infiltration Rate = 6.0 inlhr
• Water Table Elevation = +1- 9.2 feet
• Impervious Area = 23,315 sq. ft. = 0.54 acres
• Percent Impervious = 26.7%
• Proposed Surface Area at Bottom = 4,088 sq. ft.
• Minimum Required Volume = 2,131 cu. ft.
• Proposed Volume = 3,728 cu. ft.
• Drawdown Time = 1.8 hrs = 0.075 days
Page 3 of 5
PA204510 ONO-Comm15TORMWATERNARRATIVE.doc Project #02045-0003

9/28/2001
CONSTRUCTION SEQUENCE.'
1. Install silt fencing in areas as shown on plan, and other areas as required to prevent
offsite deposits of sediment.
2. Clear and grub roadway, removing vegetation, root and other material that may affect final
roadway stability.
3. Begin the grading operation and install the storm drainage system.
4. Install inlet protection devices. Adjust devices as necessary during grading operation.
S. Provide temporary stabilization vegetation as outlined below in disturbed areas. All temporary
vegetation must be in place within 30 days of land disturbance.
6. Construct roadway, undercutting and replacing unsuitable soils as encountered.
7. Perform final grading and apply permanent vegetation as outlined below.
8. Remove temporary erosion control devices.
STABILIZATION AND LANDSCAPING:
Final slopes in all graded areas shall not exceed 3: 1. All seeding and sodding shall be in
place within 30 days of land disturbance and/or project completion.
1. Fertilizer: Apply 3,000 lb per acre ground agriculture limestone and 500 lb per acre 10-10-10-
fertilizer. Top dress 50 lb. per acre nitrogen.
2. Mulch: Apply 4,000 lb. per acre straw. Anchor straw by tacking with asphalt, netting, or a
mulch anchoring tool.
3. Seeding:
A. Temporary Vegetation: if temporary seeding occurs during winter, early spring, or fall,
apply 120 lb per acre rye grain. If temporary seeding occurs during summer, apply 40 lb. per
acre centipeed grass. Temporary vegetation must be applied within 30 days of land disturbing
activity.
B. Permanent Vegetation: Apply coastal mix consisting of 50 lb. per acre Pensacola
Bahia grass and 10 lb. per acre German Millet. Apply permanent seeding between April 1, and
July 15. Refertilize the following April with 50 lb. per acre nitrogen.
C. Sodding: (If Required) Permanent vegetation- select compatible species to
permanent seeded type; install with longest dimension perpendicular to the slope and staple if
necessary; roll sod immediately and water to 4".
MAINTENANCE:
1. Check temporary erosion devices after each significant rainfall and/or biweekly, Repair and
remove sediment buildup as necessary.
Page 4of5
R=4510003110-Comm15TORMWATERNARRATIVE.doo Project #02045-0003

9/28/2001
2. Check stabilized areas after each significant rainfall event. Rills and gullies must be
repaired, re -seeded and mulched as soon as possible. Temporary diversions may be
necessary until new plants develop. Bare spots must be relimed, fertilized, mulched and
reseeded as promptly as possible. Yearly refertilization may be required to maintain
productive stands.
3. Perform routine maintenance (including mowing and cleaning of roadway swale) once final
stabilization has occurred.
NOTES:
The intent of this plan is to;
Minimize the extent and duration of disturbed soil exposure.
• Protect disturbed areas from stormwater runoff.
• Stabilize disturbed areas as soon as possible
• Maintain low runoff velocities (and protect areas where this is not possible).
• Retain sediment on site with silt fencing.
This plan represents minimum sedimentation and erosion control measures. Additional measures
and devices may be required as construction proceeds.
Page 5 of 5
P:Q04510003110-Comm1STORMWATERNARRATIVE.doc Project #02045-0003

�MCKIN4&crzEED
September 28, 2001
Mr. Bill Moore - -"
Environmental Engineer
DWQ- North Carolina DENR
943 Washington Square Mall 0C I 1 2001
Washington, N.C. 27889 u
Reference: Shore Flyte Marina -- Hertford, NC --
Stormwater Management Plan No.: SW7990807
McKim & Creed Project No.: 02045-0003
Dear Mr. Moore,
Due to a request by our client, Mr. Tony Wooddisse, the site layout and stormwatcr design has changed
from the previously approved plans. Please find the following enclosed for your review:
1.) One (1) original and one (1) copy of Stormwater Management Permit Application Form (SWU-
101).
2.) One (1) copy of Infiltration Basin Supplement Form (SWU-103) for Infiltr. Basin No. 1.
3.) One (I ) copy of Infiltration Basin Supplement Form (SWU-103) for Infiltr. Basin No. 2.
4.) Permit Application Fee (check) for $420.00 made payable to NCDENR.
5.) Two (2) copies of the Narrative
6.) Two (2) sets of plans and calculations.
The project details the construction of a 9.88 acre commercial building site.
'['hank you for your assistance and if you have any questions or comments, please feel free to contact me
at [phone].
Respectfully Submitted,
McKim & Creed
%9T�-e Q; I
Steve Albright
Enclosures
SFA/sfa
Cc: File
P:1204 510003110-Comm1M 00R Fs 1.DOC
604 E. ELIZABETH ST.,.SUITE 1, ELIIABETH CITY, NORTH CAROLINA 27909
TEL [phone] FAx [phone] www.mckimereed.com
AA0002667

APRON CALCULATIONS
Project No.: 02045-0003

DATE
DESIGN PHASE
j-'D,
NWISM
02/06/02
PRELIM
PRO
C
PROJECT NO
CONSTR
Shore FI to Marina
02045-0003
REVISION X
A
ION
BY
RECORD
Perquimans Count , N.C.
SFA
OTHER
ADDITIONAL
INFORMATION
CHECKED B
(SPECIFY)
JMM
Storm
Outlet Structure
FES No.=
1
Pipe Dia=
18
in
Q 10 =
7.74
cfs
Qfull =
8.05 cfs
Vfull =
4.55 fps
From Fig. 8.06.b.1:
From Fig, 8,06.b.2
Q101Qfull = 0.96
V/Vfull = 1.14
V = 5.2 fps
Zone = 0
D5o
= 8 in
DMAx
= 12 in
Riprap Class
= B
Apron Thickness
= 18 in
Apron Length
= 9.0 ft
Apron Width = 3xDi
- 4.5 ft
NOTE: THE ABOVE RIP RAP APRON HAS BEEN SIZED FOR ONE 24-INCH PIPE. FOR TWO 24-INCH PIPES S)DE BY
SIDE, DOUBLE THE WIDTH OF THIS APRON.
P:1204510003186-Designlriprap 1_REV2-06-02.xls LATEST REVISION: 2/6/2002 2:37 PM PAGE 1 OF 2

DATE
41 02/06/02
CT NAME PROJECT t
Shore FI to Marina 02045-0003
BY
Perquimans County, N.C. SFA
I NAL INFORMATION CHECK D I
JMM
Storm Outlet Structure
FES No.= 4 Q101Qfull =
Pipe Dia= 24 in V/Vfull =
Q10 = 17.33 cfs V =
Qfull = 17.33 cfs
Vfull = 5.51 fps
From Fig. 8.06.10.1:
From Fig, 8.06.b.2:
Zone
D50
IAX
)rap Class
ron Thickness
ron Length
ron Width = 3xDi
DESIGN PHASE
PRELIM
CONSTR
REVISION
RECORD
OTHER
(SPECIFY)
1.00
1.14
6.3 fps
= 8 in
12 in
= B
= 18 in
= 12.0 ft
6 ft
P:1204510003186-Designlriprap1_REV2-06-02.xIs LATEST REVISION: 2/612042 2:37 PM PAGE 2 OF 2

STORM DRAINAGE CALCULATIONS
Project No.: 02045-0003

Scenario: Base
P-2 J-1 A
ni I?
r
Q
P-3 FES 1
Title: Shore Flyte Marina Project Engineer: James Mozingo, PE
p:1...10003186-designlstrm_drainage_rev2-06-02.stm McKim & Creed StormCAD v4.1.1 [4.20141
02/06/02 02:18:31 PM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

Scenario: Base
McKim&Creed
Upstream
Downstream
Upstream
Upstream Intel
System
Upstream Inlet
Total
Full
Constructed
Average
Section
Length
Upstream
Upstream
Downstream
Node
Node
Inlet
Rational
Intensity
Rational Flow
System
Capacity
Slope
Velocity
Size
(ft)
Ground
Sump
Invert
Area
Coefficient
(inlhr)
(cfs)
Flow
(c(s)
(ft/ft)
(fus)
Elevation
Elevation
Elevation
(acres)
(cfs)
(ft)
(ft)
(ft)
CB 3
DI 2
0.59
0.85
6.50
3.29
3.29
4.96
0.005027
3.56
15 inch
187.00
13.50
9.72
8.78
DI 2
J-1A
0.80
0.85
6.50
4.46
7.74
8.05
0.005000
5.44
18 inch
400.00
12.50
8.53
6.53
J-1A
I FES 1
NIA
N!A
6.50
N/A
1 7.74
1 8.05
0.005000
5.49
18 inch
1 26.00
9.50
4.13 1
4.00
Title'. Shore Flyte Marina Project Engineer: James Mozingo, PE
p:\...\0003\86-design\strm_drainage_rev2-06-02.stm McKim 8 Creed StormCAD v4.1.1 j4.20141
02/06/02 02:27:59 PM © Haestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

Scenario: Base
>>>> Info: Subsurface Analysis iterations: 2
>>>> Info: Convergence was achieved.
-----------------------------------------------------------------
Gravity subnetwork discharging at: FES 1
-----------------------------------------------------------------
>>>> Info: Loading and hydraulic computations completed
successfully.
CALCULATION SUMMARY FOR SURFACE NETWORKS
I Label I Inlet I
Inlet I Total
I Total
Capture I
Gutter
I Gutter I
I I Type I
I Intercepted
I Bypassed I
Efficiency I
Spread
I Depth I
I I I
I Flow
I Flow
r$)
(ft)
I (ft) I
I I I
I (cfs)
I (cfs)
I I
-----_-_I
1-------I--------------- I----------------------
I DI 2 1 Generic Inlet I
I-------------
Generic Default 100% 1 4.46
I---------- I------------
I 0.00
I--------
100.0 1
0.00
I
1 0.00 1
I CB 3 1 Generic Inlet
--------------------------------------------------------------------------------------------------------
Generic Default 100% I 3.29
1 0.00 1
1.00.0 1
0.00
1 0.00 1
CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: FES 1
I Label
I Number I Section
I Section I
Length
I Total I
Average
I Hydraulic
I Hydraulic I
I
I of I Size
I Shape I
(ft)
I System I
Velocitv
I Grade
I Grade I
I
I Sections I
I
I Flow 1
(ft/s)
1 Upstream
Downstream I
-------1----------
I I
I (cfs) I
I (ft)
1 (ft) I
P-3
1---------
I 1 1 18 inch
----------
I Circular 1
--------
26.00
I-------- I----------
1 7.74 1
5.49
I-----------
1 5.29
------____-__I
1 5.08 1
1 P-2
I 1 1 18 inch
I Circular 1400.00
1 7.74 1
5.44
1 9.71
1 7.61 1
1 P-1
-----------------------------------------------------------------------------------------------
I 1 1 15 inch
I CirculaL 1
187.00
1 3.29 1
3.56
1 10.46
1 9.92 1
I Label
I Total
I Ground I
Hydraulic
I Hydraulic I
I
1 System
I Elevation I
Grade
I Grade I
I
I Flow
I (ft) 1
Line In
I Line Out 1
I
-------I-------------------
I (cfs)
I I
(ft)
(ft) I
I
j FES 1
1 7.74
I-----------
6.75 I
5.00
1-----------I
5.00 I
1 J-1A
I 7.74
9.50 1
5.29
1 5.29 1
I DI 2
1 7.74
12.50 I
9.92
9.71 1
CB 3
------------------------------------------------------
1 3.29 1
13.50 1
10.46
10.46 1
------------------------------------------------------------------
Completed: 02/06/2002 02:27:18 PM
Title: Shore Flyte Marina Project Engineer: James Mozingo, PE
p:k...10003186-designlstrm_drainage_rev2-06-02,stm McKim & Creed Storm CAD v4.1.1 (4.20141
02/06/02 02:27;31 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

Profile
Lab•1 FES I
Rm 675n
SL np: 4 00 1
Scenario: Base
Lab•I. G 2
R m t2.60 n
Label M 3
R m 13.50 n
T-
— —
Labe1 -PIA
H 11L9.5011
--- �-
--
Sung' 4 13 !
___ _
—
� J
i
0-00 \ 1.00 2.00 % "o Sm1nn 1t) 1.00 5.00 , 6-00
� 1
1`
Label'. P-3 Labet R2
W. In : 4.13h L.p-Irnen_853 h Lebel P-1
Cn 1nven: 400n LT.Invert. 653h Lt. In 0 8.72h
L 26. 00h L 400.00 t R�.Inve1 8.T8h
Sze'. lawn See: 18-h L' 1h7.001
5' 0005000 Ill 5. 0 005000 ut Sae 15 inch
5 000., tlt
1300
12.00
11 W
low pevaum (ly
S 00
900
TOO600
so
100
7-00
Title; Shore Flyte Marina Project Engineer: James Mazingo, PE
P:1... 100031S6-designlstrm_drainage_rev2-06-02.stm McKim & Creed StormCAD v4-1.1 [4.2014]
02/06/02 02:28:41 PM 0 Haestad Methods, Inc. 37 6rookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

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12. If # 11 is yes- it is regularly inspected with pumping records
maintained and available for inspection.
Fueling Activities: Have petroleum spill prevention practices been
Implemented such as:
1. permittee has a regular inspection program for hoses, pipes and
tanks;
2. permittee is using emergency shutoffs on fuel lines;
3. permittee has removed the lock on fuel nozzles that are used to
hold open the nozzle without being held;
4. trains staff in spill prevention, containment & clean-up procedures;
S. Oil absorbent material is available for use at fuel tanks;
6. prohibits the use of detergents & emulsifiers on fuel spills;
7. has information on disposal of oil spill response equipment;
8. Secondary containment is provided around fuel storage;
Yes
No
N/A
N E
❑
❑
❑
❑
• A positive answer on # 4or 5 under boat maintenance
repair will require comments.
Inspection comments:
Inspector
signature Date:

BIMS QUESTIONS FOR NCG190000
Facility Name: COC#
Best Management Practices
Yes
No
N/A
NE
Site: Has everything possible been done to divert and/or filter runoff
water, such as:
1. The site is covered with crushed stone;
❑
❑
❑
❑
2. Buffers were created around the site, ie: plantings, filter strips etc.;
❑
❑
❑
❑
3. Slopes are managed at site to minimize runoff;
❑
❑
❑
❑
4. Roofs or secondary containment is provided around any materials
stored outside. ❑ ❑ ❑ ❑
Boat Maintenance & Repair: Have precautions been taken to recover
pollutants at the source, such as;
1. Maintenance and repair work is performed inside buildings; ❑
2. Sandblasting is performed within buildings, spray booths, or tarp
enclosures;
❑ ❑ ❑
3. Vacuum sanders or other methods to collect paint dust and chips
are used when prepping hulls; ❑
*4. Power washing is done on site; ❑
❑ ❑ ❑
❑
❑
❑
❑
❑
❑
*5. Water from the power washing is collected and treated prior to
discharge; ❑ ❑ ❑ ❑
*6. If the answer to #5 is yes, is there a permit for the wastewater
discharge? ❑
❑ ❑ ❑
7. Uses or encourages the use of phosphate free and biodegradeable
detergents; ❑ ❑ ❑ ❑
8. Uses or encourages the use of low -toxicity or non -toxic anti -fouling
paints;
❑
❑
❑
❑
9. Uses or encourages the use of non -toxic antifreeze for wintering
engines;
❑
❑
❑
❑
10. Recovers antifreeze when possible;
❑
❑
❑
❑
11. Has a pump -out station available;
0
❑
❑
❑

Central Files: APS SWP
06/07/06
Permit Number NCGI90056
Program Category
NPDES SW
Permit Type
Ship and Boat Building Stormwater Discharge COC
Primary Reviewer
maek.wiggins
Permitted Flow
0
Facility Name
Share Flyte Marina
Location Address
NCSR 1336
Hertford
Owner Name
Tony
NC 27944
Wooddisse
Permit Tracking Slip
Status
Project Type
Expired
New Project
Version
Permit Classification
1.00
COC
Permit Contact Affiliation
N
Gregory, Jr
128 N Church St
Hertford
NC 27944
Major/Minor Region
Minor Washington
County
Perquimans
Facility Contact Affiliation
Owner Type
Individual
Owner Affiliation
168 Hwy 158 W
Camden
NC 27921
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue
Effective Expiration
07/03/00 03f16/00 06/27/00
07103/00
07/03100 07/31/04
Regulated Activities
Marina operation
Ship and boat building and repairing
Outfa I I 001
Waterbody Name
Stream Index Number Current Class
Subbasin
Perquimans River
30-6-(1) C;Sw
03-01-52

Permit Number NCG190056
Program Category
NPDES SW
Permit Type
Ship and Boat Building Stormwater Discharge COC
Primary Reviewer
mack.wiggins
Permitted Flow
0
Central Files_ APS SWP
05/26/06
Permit Tracking Slip
Status
Project Type
Expired
New Project
Version
Permit Classification
1.00
COC
Permit Contact Affiliation
N
Gregory, Jr
128 N Church St
Hertford
NC 27944
Facility Name Major/Minor Region
Shore Flyte Marina Minor Washington
Loeatlon Address County
NCSR 1336 Perquimans
Hertford NC 27944 Facility Contact Affiliation
0-..vner
Owner Name Owner Type
Individual
Tony Wooddisse Owner Affiliation
168 Hwy 158 W
Camden NC 27921
to is
Scheduled
Orig Issuo App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
07/03/00 03/16/00 06/27/00 07/03/00 07/03/00 07/31 /04
Regulated Activities
Marina operation
Ship and boat building and repairing
Outfall 001
Waterbody Name Stream Index Number Current Class Subbasln
Perquimans River 30-6r(1) C;SW 03-01-52
�'� P ,,--�P--e4o

F wArF �yQ
�� Beverly Eaves Perdue, Governor
7 Dee Freeman, Secretary
r North Carolina Department of Environment and Natural Resources
0 ^C Coleen H. Sullins, Director
Division of Water Quality
December 29, 2010
Mr. Tony Wooddise
168 Highway 158 W.
Camden, NC 27921
Subject Shore Flyte Marina
Federal Stormwater Permit NCG190056, and
State Stormwater Permit SW7011002
Perquimans County
Dear Mr. Wooddise
This is to follow-up to our phone conversation today regarding the Shore Flyte Marina facility
located at Hertford, NC. Our records show the following information for this facility:
1) Federal Stormwater Permit NCG190056 issued to Perquimans County on July 3, 2000; transferred
ownership to Tony Wooddise, October 2001; expired July 31, 2004. The annual permit fees were paid,
beginning in 2001 and continued through June 2010, even though the permit expired.
2) State Stormwater Permit SW7011002 issued to Shore Flyte Marina on February 22, 2002 and expires
on February 22, 2012. This permit was for the development of the site including buildings, parking,
access drives, boat ramp facilities, and (2) stormwater infiltration systems.
We discussed briefly the Standard Industrial Codes (SIC) for the marina industry. I have enclosed
copies of information from the SIC Book for Marinas (SIC 4493) and Boat Building and Repairing (SIC 3732).
Also enclosed is a copy of the Technical Bulletin for NC General Stormwater Permit NCG190000. You can
visit our website to view the requirements for the NCG190000 permit. From our conversation, you indicated
that the site has not been fully developed; although, the building is being used for maintenance and marine
repair work. If you wish to continue to operate this facility as a marina and/or a boat building & repair
business, then you will need to apply for coverage under the NCG190000 permit.
I will contact you in the near future to arrange an onsite inspection. We can discuss your operation
and your compliance status with both the Federal Stormwater Rules and the existing State Stormwater
Permit, You can contact me at our Washington Regional Office at [phone], or by email:
bill. [e-mail].
Sincerely, Bill Moore, Environmental Engineer
Washington Regional Office
cc: Amy Adams, WARD
'Nashington Regional Office
Mailing Address Phone [phone] Location NQi�hCarza
1617 Mail Service Center Fax [phone] N. Salisbury St. � lltll!'A
Raleigh, NC 27699-1617 Raleigh, NC 27604
Internet: www.ncwateEaualitv.orc Customer Service 1-877-623-6748

O�QF W A r§? Michael F. Easley, Governor
William G. Ross Jr., Secretary
C/1 North Carolina Department of Environment and Natural Resources
0 - Alan W. Klimek, P.E. Director
Division of Water Quality
May 25, 2006
Mr. N. Paul Gregory
Perquimans County/Shore Flyte
128 N. Church St
Hertford, NC 27944
Subject: Stormwater General Permit-NCG1900-00�
Operations and Maintenance Reminder
Perquimans County/Shore Flyte
COC Number NCG190056
+',__P_erquiman. C n...
Dear Permittee:
Our records indicate that you have been issued a Stormwater General Permit and a Certificate of
Coverage for your facility. These permits have specific conditions. that must be met in order for you to
be in compliance with your permit. It is your responsibility, as the permit holder, to read and comply
with the conditions contained in the permit.
It is our responsibility, as the issuing authority, to make sure that the operation and maintenance of
your facility complies with the conditions contained in your permit. To assist you in complying with
these conditions, we are attaching a Technical Bulletin specific to your permit requirements. We are
currently in the process of developing our inspection schedule. Therefore, you should have all of
your records up to date as we may be contacting you in the near future to set up an inspection of your
facility.
If you have any questions, please do not hesitate to contact Samir Dumpor, Pat Durrett or myself at
[phone].
Sincerely
L, O' L
Al Hodge, Supervisor
Washington Regional Office
Surface Water Protection Unit
End.
CC: WaRO files
North Carolina Division of Water Quality Internet h2o.enr.state.ne.us
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NortthCarohna
An Equal Opportunity/Affirmative Acton Employer— 50% Recy6led110% Post Consumer Paper ;Vaturally

P_I
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
-P a of �0h�efi�
Michael F. Easley, Governor {�
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph. D, Acting Director
4)0 r rcI' S f.
C wDecentber 14, 2001
Nir. Anthony 11. Wooddisse
PERQUINLANS COUNTY/ SHORE FLYTE
168 Highway 158 W.
Camden, North Carolina 27921
Dear Mr. Wooddisse:
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURA ESOURCES
RECEIVE
DEC 1 3 2001
DNQ-WARO
Subject: NPDES Permit Modification — Ownership Change
Permit NCG190056
PERDU NLANS COUN`['Y/51-IORE FLYT
Perquimans County
In accordance with your request received October S, 2001, the Division is forwarding the subject permit
modification. This modification documents the change in name at the subject facility. All other terms and conditions in
the ori&al permit remain unchanged and in full effect. This permit modification is issued under the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S.
Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
If any parts, measurement frequencies or sampling requirements contained in this permit modification are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following
receipt of this letter. This request must be a written petition conforming to Chapter 150B of the North Carolina
General Statutes, filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina
27699-6714. Unless such demand is made, this decision shall be final and binding.
This permit does not affect the legal requirement to obtain other permits which may be required by the Division
of Water Quality, the Division of Land Resources, Coastal Area Management Act, or any other Federal or Local
government permit that may be required. If you have any questions concerning this permit, please contact Vatery
Stephens at the telephone number or address listed below.
cc: Central Files
Washington Regional Office, Water Quality Section
NPDFS Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699.1617
Sincerely,
iregory J. Thorpe. Ph. D
919 733-5083, extension 520 (lax) 919 733-0719
VISIT US ON THE INTERNET @ http:1lh2o.enr,sta1e.nc.us/ [e-mail]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG190000
CERTIFICATE OF COVERAGE No. NCG190056
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution
Control Act, as amended,
PERQUIMANS COUNTY
is hereby authorized to discharge stormwater from a facility located at
SHORE FLYTE MARINA
PERQUIMANS COUNTY COMMERCE CENTER
Harvey Point Road (NCSR 1336)
Hertford
Perquimans County
to receiving waters designated as the Perquimans River, a class SB water in the Chowan River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, 11, III, IV, V,
and VI of General Permit No. NCG190000 as attached.
This certificate of coverage shall become effective December 14, 2001.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day December 14, 2001.
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
PERQUIMANS COUNTY
ATTN: Paul Gregory Jr.
128 North Church Street
Hertford, NC 27944
Dear Mr. Gregory:
1 SHORE FLYTF.,
July 3,2000 f � � f JUL 11 2000
Subject: General Permit No. NCG 190000
PERQUIMANS COUNTY
COC NC 190056
Perquimans County
In accordance with your application for discharge permit received on March 16, 2000 we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215 .1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual
permit application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mack Wiggins at telephone
number 919/733-5083 ext. 542.
Sincerely,
ORIGINAL SIGNED BY
WiLLIAM C. MILLS
For Kerr T. Stevens
cc: (Washington Regional Office]
Central files
Stormwater and General Permits Unit Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG190000
CERTIFICATE OF COVERAGE No. NCG190056
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215. I, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Perquimans County
is hereby authorized to discharge stormwater from a facility located at
Shore Flyte Marina, Perquimans County Commerce Center
Harvey Point Road (NCSR 1336)
Hertford
Perquimans County
to receiving waters designated as the Perquimans River in the Chowan River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, 11I,
IV, V, and VI of General Permit No. NCG190000 as attached.
This certificate of coverage shall become effective June 30, 2000
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day June 30, 2000
ORIGINAL SIGNED BY
for Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission