SW8880401_COMPLIANCE_20040507

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

Compliance Inspection Report
Permit: SW8880401 Effective: 05/07/04 Expiration: 05/07/18 Owner: Conscience Bay LLC DBA Town Creek Marina
Project: Town Creek Marina
County: Carteret
Region: Wilmington
Contact Person: Steven Tulevech Title:
Directions to Project:
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Town Creek) (03-05-03) ( SC)
On -Site Representative(s):
Related Permits:
Inspection Date: 0410112014 Entry Time: 10:30 AM
Primary Inspector: Brian P Lambe
Secondary Inspector(s): ,
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 12:30 PM
Phone: [phone]
Phone:
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW8880401 Owner - Project: Conscience Bay LLC DBA Town Creek Marina r' r
Inspection Date: 04/01/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
During NPDES inspection, met with Tulevich regarding stormwater permit. Pond should be cleaned out and maintained.
Records of inspection and maintenance should be started and maintained.
Page: , 2

Permit: SW8880401 Owner - Project: Conscience Bay LLC DBA Town Creek Marina
Inspection Date: 04/01/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
File Review Yes No NA NE
Is the permit active?
■
❑
❑ ❑
Signed copy of the Engineer's certification is in the file?
■
❑
❑ 0
Signed copy of the Operation & Maintenance Agreement is in the file?
❑
■
❑ ❑
Copy of the recorded deed restrictions is in the file?
O
■
❑ ❑
Comment: Found two engineers certifications. 1995 for original construction. 2012
specified for Tiki bar only. OEM agreement in file is not signed or notorized. Could not
find deed restrictions in file.
Built Upon Area
Yes
No
NA
NE
Is the site BUA constructed as per the permit and approval plans?
■
❑
❑
❑
Is the drainage area as per the permit and approved plans?
!B
❑
❑
❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
■
❑
❑
❑
Comment:
SW Measures
Yes
No
NA
NE
Are the SW measures constructed as per the approved plans?
■
❑
❑
❑
Are the inlets located per the approved plans?
■
❑
❑
❑
Are the outlet structures located per the approved plans?
■
❑
❑
❑
Comment:
Operation and Maintenance
Yes
No
NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
❑
■
❑
❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑
■
❑
❑
upon request?
Comment: Cattails and vegetation are overgrown. This reduces pond capacity and
eventually as organic debris accumulates, will fill in the pond. Clean out around and in
pond. Check depth of pond and compare to approved plans. Grassed swale at outlet
should be maintained as well.
Other Permit Conditions
Yes
No
NA
NE
Is the site compliant with other conditions of the permit?
■
❑
❑
❑
Comment:
Other WQ Issues
Yes
No
NA
NE
Is the site compliant with other water quality issues as noted during the inspection?
❑
■
❑
❑
Comment: Refer to NPDES inspection.
Page: 3

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal PAanagement
Beverly Eaves Perdue Braxton C. Davis t Dee Freeman
Governor Director �/� jkC) ` 2 2 Secretary
February 21, 2012
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Linda Lewis
Joanne Steenhuis
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Conscience Bay, LLC (Town Creek Marina)
Carteret County, 232 West Beaufort Rd., (currentlyTown Creek Marina), in
Beaufort.
Proposed Project: Proposes to reconfigure an existing 88 slip marina (reducing to 79 wet slips),
boardwalk, replacement of existing concrete bulkhead, install 24 boatlifts, tie
pilings, reconfigure finger piers, platforms, and access piers, installation of
additional fuel dispensing equipment, fire suppression stations, fish cleaning
stations, installation of a satellite pump out station .and maintenance
excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 12, 2012. If you have any questions regarding the proposed project, please contact
Heather Styron, Permit officer at [phone]. When appropriate, in-depth comments with supporting
data is requested.
REPLY: D,-' This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the, recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
400 Commerce Ave. head City. NC 2855 one
Pt (J,Sq2$�33 n wastalmanagemenDATE, 2-2f-(2 NorthCaz_oiina
An Equal Opporturdty 1 Affrmaliva Adian Employer v vat ff

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Conscience Bay, LLC (Town Creek Marina)
2. LOCATION OF PROJECT SITE: 232 West Beaufort Road (currently Town Creek
Marina), Beaufort, Carteret County
Photo Index - 2000: grids 40-528 J (8-10), K (9-10), L (9-10)
2006: grids 41-8034 M (15-16), N (15-17), O (16-17)
State Plane Coordinates - X: 2701680.134 Y: 363510.265
Longitude:76°39'52.30 Latitude:34°43'34.03
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE:Dates of Site Visit— 10/14/11, 1/19/12
Was Applicant Present — Yes, No
5. PROCESSING PROCEDURE: Application Received ---2/8 /2012
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan —Town of Beaufort dated January 26, 2007
Land Classification from LUP — Residential/Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing —Municipal sewer
Planned —None
(F) Type of Structures: Existing — Town Creek Marina with all docks, platforms,
high ground decking, bulkhead, dry stack building, marina
office building with ships store an restaurant, accessory
buildings and gravel parking areas.
Planned --- re -configure existing 88 slip marina (reduce to
79), bulkhead, addition of pump out stations, fire
suppression stations, fish cleaning stations and fish weigh
station, high ground boardwalk, tie pilings, installation of
boatlifts and maintenance dredging.
(G) Estimated Annual Rate of Erosion: NIA
Source — NIA
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water
NIA
NIA
19,273 shaded
112,475 Inc.
(B) High Ground (boardwalk)
NIA
N/A
2,072ft2 Inc.
(C) Deep Bottom
145,421 fil
NIA
N/A

Field Investigation Report:
Conscience Bay LLC
Town Creek Marina
Page 02
(D) Total Area Disturbed: 259,968ft'
.(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT ,SUMMARY:
The current proposal is to reconfigurc an existing 88 slip commercial marina (reducing to
79 wet slips), boardwalk, replacement of existing concrete bulkhead, install 24 boatlifts, tie
pilings, reconfigured finger piers, platforms and access piers, installation of additional,
fuel dispensing equipment, fire suppression stations, fish cleaning stations, installation of a
satellite pump out station and maintenance excavation.
9. Narrative Description
The Conscience Bay LLC/ Town Creek Marina project is located approximately ]-,074'
west of Turner Street at 232 West Beaufort Road in Beaufort and is along the north side of
Town Creek and the USACE Federal Harbor. This project is not located within the Town
of Beaufort's Locally Designated Historical District or within The National Register
Historical District. The property is 117,732 square feet in its entirety and is an average of
6' above NHW. The shoreline length for this property is 1,120'. The site currently
supports an 88 slip commercial marina with dry stack facility, ships store, offices,
restaurant, loading docks, fuel storage and a gravel parking lot. The shoreline is stabilized
with an existing concrete bulkhead.
The proposed development is a commercial project. There are government properties to
the east and west of the project area. At least one to two new marinas have been proposed
and permitted along the south side of Town Creek over the past years. The applicant has
stated that the previous permit (113-88) was modified to allow the lengthening of the one
of the existing marina piers and the shifting of the USACOE Federal Turning Basin. Per
the applicant the previous developer of the marina requested and obtained authorization
from the USACOE to shift a portion of the federal channel to the south as shown on plat 1
of 4 dated received by DCM 2/15/12, however no documentation to support this claim has
been submitted at this time. Otherwise, the existing configuration encroaches into a portion
of the access channel to the turning basin and a portion of the turning basin.
The Town of Beaufort's Land Use Plan classifies this property as Residential with all parts
of the AEC classified Conservation. Town Creek is not designated as Primary Nursery
Area and is closed to the taking of shellfish. Town Creek within this area carries a water
classification of SC and has an average width of 1,100'. Water depths are a range of -1.6
'nlw to-10'nlw depending on location. Riparian corridors have been drawn 90' from the
channel and USACOE Federal Harbor line shown on plat 1 of 4 dated received 2/15/12.

Field Investigation Report
Conscience Bay LLC
Town Creek Marina
Page 03
Through field verification substrate was found to be mostly silt. No SAV's or shellfish
were observed within the project area .
10. Project Description:
The current proposal is to reconfigure an existing 88-slip commercial marina (reduction of
slips from 88 to 79), addition of a boardwalk, reconfigured finger piers, platforms and
docks, addition of tie pilings and boatlifts and the addition of one mobile pump out station,
fuels dispensing equipment, fish cleaning and weigh stations, replacement of existing
bulkhead and maintenance excavation and reconfiguration of travel lift well.
A new 8' x 259' elevated boardwalk extension would be added on the east side of the
property along slip areas 63-79. The existing boardwalk would connect with a new
wooden slatted designed boardwalk 106' north of platform H. All work would be located
over high ground.
A new concrete sheet pile bulkhead is proposed to replace the existing dilapidated concrete
bulkhead. It would be I J 20 linear feet. It would be 2' in height and would be an average
distance of 0 feet below. NHW. The bulkhead would begin on the western portion of the
property and follow the existing bulkhead for 1,120 linear feet. The existing basin area
located on the north west portion of the property is being reconfigured as well to
accommodate a travel lift well as shown on plat 2 of 4 dated received 2/15/12.
The applicants are proposing to construct a floating pier marina with permanent slips
within the existing marina footprint. There would be three floating platforms (1-I, G & F)
that would parallel the current shoreline alignment, three floating piers (A, B &C), five
floating platforms that extend over open water (A, B, C, D & E), 36 finger piers,24
boatlifts and 40 tie pilings.
Platform I4 would be accessed from the existing high ground boardwalk by way of two
gangways, begin on the south eastern side of the existing office building and extend west
for 155'. It would be approximately 6' to 12' wide depending on location and would
intersect with pier A to the east and pier B to the west. There would be one covered fish
cleaning station on the east side, a covered fish weigh station in the middle of the platform
and one fire depression and diesel pump dispenser located on the east side of the platform.
Platform G would be located on the west side of the existing office building, would be
shore -parallel, 8' in width, extend north for 207' and intersect platform F. This platform
would be accessed by way of two gangways. There would be a gas fuel dispenser with
hose and fire depression located to the north of the proposed gangways.
Platform 1: would extend from platform G west for 105'. It would be 8 wide and house a

Field Investigation Report
Conscience Bay LLC
Town Creek Marina
Page 04
fire suppression on the most western end and intersect with platform E. The south side of
this platform would house slips 2-5. There would be (2) 5' x 46'k finger piers and 2 tie
pilings. Slip areas 2 & 3 would be 18.5' wide with slips 4 & 5 at a width of 21'.
Platform E would extend from the west side of platform F for 466'. It would be 8' in width
and intersect with a 6' x 62' finger pier for the boat staging area.
Floating Pier A which is located on the east side of the marina would extend from
proposed floating platform H and cross south over open water for 190', would be 8' in
width and intersect a 8' x 100' t-head floating platform (A). Pier A and platform A would
be located a distance of 60'- 72' beyond the current USACOE harbor line however would
be of floating design and located within the existing marina footprint. The docking facility
complies with the minimum 15' setback from the east side riparian corridor. There would
be 21 permanent slips located within this area. There would be two side -to slips (35&45)
located on the most southern side of the platform. The inner slips would be numbered 36
to 55 with a total of 9 finger piers (6@5' x 45', 1 @4.5' x 40', and 2 a 4.5 'x 30') and 18
tie pilings within this area. There would be (2) 15.5' wide slips, (1) 24' wide slip and (16)
18.5' wide slips within this area. A diesel hose reel and dispenser nozzle would be located
on pier A; 125' waterward of platform H. There would also be a Fire suppression located
on platform A.
Floating pier B would be located on the west end of platform H and would extend over
open water (south) for 192' and would be 8' wide. It would intersect an 8' x 180't- head
platform (B). A smaller 8' wide platform (C) would extend from the west side of platform
B north for 55'. There would be a total of 17 permanent slips Iocated within this area, Slips
26-34 would be located on the east side of pier B as well as 8 tie pilings. Slips 23-19
would be located on the landward side of platform B and would have a total of 4 tie pilings
and (2) 5' x 55' finger piers. Two side -to slips (24 & 25) would be located on the south
-side of platform B with the final slip (# 18) located on the west side of platform C. Slips
23-33 would be 18.5' in width -with slip area 34 a width of 18'. Slip 23 would be 24' wide
with slips 19-22 a width of 21'. There would be a diesel hose reel and fire suppression
located on either side of the intersection of pier B with platform B. Platform (13) would be
located a distance of 40' beyond the USACOE federal harbor setback on the west side and
approximately 55' on the east side.
Pier C would be located on the west side of the property, would be a width of 8', extend a
distance of 121' west from platform G and would be 15' from the western riparian
corridor. It would intersect an 8' x 135't-head platform (D) which houses a diesel reel and
fire suppression. A total of 12 permanent slips (6-12), 8 tie pilings, (2) 5' x 55 and (2) 5' x
65' finger piers would be located within this area. Slips 6 & 12 would be side -to and
located along the west side of platform D. Slips 13- 17 would be located on the south side

Field Investigation Report
Conscience Bay LLC
Town Creek Marina
Page 05
of pier C with slips 7-11 located along the west side. Slip 17 would be 23' wide with slips
13- 16 a width of 21'. Slips 7- 10 would be 22.5' wide with slip 1 I a width of 20'.
The portion of the docking facility would be a distance of 105' landward of the USACOE
federal harbor setback.
The remaining slips (56-79), finger piers and boatlifts would be located on the east side of
the property. There would be (13) 4' x 35' finger piers and (24) 13' x 13' boatlifts within
this area.
The final potion of the project is for the maintenance excavation of the existing basin area
and would be utilized thru a bucket to barge method. The spoils would then be offloaded at
the existing travel lift area onto trucks and hauled to a pre -approved spoil site by the
contractor. A total of 17,897 cubic yards of material would be removed below nhw. The
excavation dimensions vary depending on location. The applicant has attached a sheet
labeled "Dredging Calculations" with the dredged area calculations as well as shown these
areas on sheet 4 of 4 dated 2/15/12. The average existing depths within the basin area are
approximately -1.6' to -10' nlw. The final depth proposed would be -10" niw with
connecting water depths at approximately I P to 12' depending on location.
The typical boat using the marina would be 35' to 65' with mixed types such as sail,
charter, yachts and center consoles. The marina policy would prohibit overboard discharge
with no overnight or live aboard dockage and is equipped with an existing pumpout and is
proposing a new mobile pump out unit as well. Per the applicant there would be a "No
Sewer Discharge" sign located on the signboard near the service department as well as
"Pumpout Available" signs around the existing pump out and along the southwest corner
of the south face dock.
The width of Town Creek within this area is 1,100'. All portions of the docking facility
would not exceed a distance of approximately 202' depending on location into the water
body from nhw and would be 15' from the riparian corridors. The existing docking facility
configuration currently encroaches into a portion of the access channel for the turning
basin and into a portion of the turning basin itself. The reconfiguration would also do the
same however would be of floating design and would remain within the existing footprint.
The applicants have stated the previous permit (113-88) was modified to allow the
lengthening of the one of the existing marina piers and the shifting of the USACOE access
channel to the Turning Basin however at the time of the writing of this report, no
documentation has been submitted to support this claim.
11. Anticipated Impacts:
The proposed docks, boatlifts and fingers would shade 19,273 ftz of estuarine bottom and
incorporate 112,475 ftz of Public Trust open water. The boardwalk would shade 2,072 ft2

Field Investigation Report
Conscience Bay LLC
Town Creel: Marina
Pate 06
of high ground. The maintenance excavation for the proposed marina reconfiguration
would disturb 145,421 ft' of deep bottom habitat and remove 17,897cubic yards of
material from the system. There is a possibility of future dredging, but no long term effects
are anticipated. The replacement bulkhead would be installed within the existing footprint
and would not extend below NHW, therefore would not usurp bottom habitat or Public
Trust Waters. The setting of pilings and excavation has the potential to cause a temporary
increase in turbidity during construction and excavation activities. The proposed dock
configurations would exceed beyond the USACOE Turning Basin setback however would
be reconfigured within the current marina footprint and would be of floating design.
The reconfiguration should not cause navigational impacts to small boats and individuals
anchoring in the area due to the historic location of the marina, which has been in place
since the late 80's, and the infrequent use of this area as a turning basin. There have been
one to two new Marinas proposed and permitted within the south side of Town Creek over
the past year (Beaufort Partners LLC, Homer Smith LLC), however the proposed
development (decreasing slip count and reconfiguring within existing footprint) should not
cause any cumulative impacts.
Name: -Heather Styron Date: 2/21/12 Morehead City

Town Creek Marina
Conscience Bay, LLC
Town of Beaufort, Carteret County, North Carolina
Project Narrative
January 31, 2012
Introduction
Conscience Bay, LLC, owner of Town Creek Marina, proposes improvements and maintenance
dredging of the existing 88-slip marina located on the north side of Town Creek in Beaufort
(Carteret County). The facility is a full -service commercial marina, having continuously
operated since its development in the late 1980's. Major CAMA permit 113-88, issued to Town
Creek, Inc. in 1988, authorized construction of the existing dock layout and open water and
highground dredging, Prior to construction of the marina the site was historically used as a
commercial fish house and menhaden processing plant. A cat food manufacturing plant existed
on the property at one time.
The fully constructed marina was acquired by Conscience Bay, LLC in July 1996. The current
owners have worked with the Division of Coastal Management to acquire and maintain
designation as a Clean Marina for the past eight.years.
Although it has withstood 17 hurricanes and tropical storms since 1996, Town Creek Marina
was badly damaged by the 181h tropical system - Hurricane Irene in August 2011. The owners
subsequently received emergency general LAMA permits to replace the existing docks, repair
the bulkhead, and perform emergency dredging in an area of the boat basin impacted by
damage to the adjacent bulkhead. The emergency permits allow replacement of project
components as they existed immediately prior to Hurricane Irene, with no changes to the dock
layout, and limits maintenance dredging to a small area.
A major CAMA permit is being pursued to allow reconfiguration of the docks, replacement of
the entire bulkhead, and maintenance dredging of the full basin. Some of the proposed slips
will be increased in size to accommodate larger boats than those currently served at the
marina. Subsequently the total number of slips will be decreased, thus containing all proposed
development within the existing marina footprint. The Gallants Channel bridge project now
underway by the NC Department of Transportation will replace the existing Grayden Paul
Conscience Bay, LLC
Town Creek Marina
Major CAMA Permit Application
January 31, 2012 Page 1

Bridge with a higher fixed -span structure, thus facilitating access by larger ocean-going boats to
the marinas located along Town Creek.
Site Description
The project site consists of 3.045 acres located on the north side of Town Creek and fronting on
'Nest Beaufort Road in Beaufort. The highground portion of the property contains a two-story
office building with a Ships' Store and restaurant. A smaller frame building and deck adjacent
the main building functions as the "Tiki Bar" and is used throughout the year as weather
conditions permit. Another accessory building located on the property houses the service
department and is used for storage. A drystack storage building, repair yard, asphalt parking
areas, and a stormwater drainage pond are also present. No wetland vegetation is located on
the property, although grass and landscape plants are present.
The site topography is relatively flat, with an approximate elevation of 6 feet above normal high
water. Existing normal low water depths in the basin range from -1.6' NLW to greater than -10'
NLW. The waters of Town Creek adjacent the project site are classified as SC by the
Environmental Management Commission.
The Town of Beaufort zones the property B-3 Marina Business. The project site is not located
within a designated Town of Beaufort Historic District and is served by municipal water and
sewer systems. Planning is underway with Town officials to address all local requirements.
The adjacent riparian property on the west of the project site is owned by the State of North
Carolina, Department of Transportation (DOT) and will be utilized by the Gallants Channel
bridge project. The bridge right-of-way passes close to the drystack storage building (located on
the northwest corner of the marina property), and continues along the northern edge of the
marina property on West Beaufort Road. The Beaufort -Morehead City Airport owns property to
the cast of the marina, with the Michael J. Smith Field airport located to the north. Commercial
facilities and a Carteret County -owned boatramp are also located nearby.
Docks are located on the east, south, and west sides of the marina. A concrete sheet pile
bulkhead has been installed along the shoreline, measuring ± 1120 linear feet.
Conscience Bay, LLC
Town Creels Marina
Major CAMA Permit Application
January 31, 2012
Page 2

A federal channel is located in Town Creek along the southern edge of the marina. Thei1988
LAMA permit that authorized construction of the marina permitted the original owners to shift
a portion of the channel to the south to allow further pier extension into Town Creek. The
original permit was subsequently modified to allow the further lengthening of one of the
marina piers. Permit files provided by the Division of Coastal Management and the Corps of
Engineers verify the approval of the Corps of the proposed shifting of the channel and of the
minor modification extending one of the marina piers.
Page 1 of the project plans provides the existing conditions. The 1988 existing and proposed
channel edges, as drawn on the original permit plans, are shown on the current project
drawings. The riparian corridor has been drawn to the permitted channel and is labeled
accordingly.
Project Description
The owners propose to perform maintenance dredging within the entire boat basin to achieve a
depth of -10' NLW, replace and reconfigure the existing docks, replace the existing concrete
sheet pile bulkhead, extend an existing highground boardwalk, and install 24 boatlifts.
Proposed improvements to the docking structures include floating piers and platforms (some
with gangways), fixed and floating finger piers, tie pilings, a boat staging area, and installation
of additional fuel dispensing equipment, fire suppression stations, and fish cleaning and weigh
stations. The owners propose to install an additional (satellite) pump -out station to
complement the existing pump -out located on highground.
All work proposed under this major permit application will occur within the existing footprint
authorized by major CAMA permit 113-88. As previously noted, the original developer of the
marina requested and obtained authorization from the Corps of Engineers to shift a portion of
the existing federal channel to the south. During pre -application discussions with Corps of
Engineers staff related to the current proposal, the owners agreed to maintain the channel
relocated in 1988.
Total number of slips will be reduced from 88 (existing) to 79 (proposed) in the restructured
marina. Sheet 3 of project plans provides an overlay of the existing docks on the proposed
docking facility showing all proposed work within the existing marina footprint.
Conscience Bay, LLC
Town Creek Marina
Major CAMA Permit Application
January 31, 2012
Page 3

With the exception of the extension of an existing elevated, slatted deck on the east side, no
highground improvements are proposed.
Dredging
The areas proposed for excavation have previously been dredged. These areas have silted in
and maintenance dredging is needed to facilitate continued operation of the marina and to
accommodate larger boats within the redesigned docks. An existing concrete pile bulkhead,
proposed for replacement, currently stabilizes the shoreline along the dredged areas.
The dredging plan is found on Sheet 4 of the project plans. The plan divides the proposed
dredging into eight areas, with additional details and calculations provided on the table
attached to Form DCM MP-2 Excavation and Fill.
A total of 17,897 cubic yards of sand and mud will be excavated. Existing water depths range
from - 1.6 NLW to - 10' NLW, with proposed final water depths of -10' NLW. A "bucket to
barge" system will be employed, with spoils off-loaded onto dump trucks at the existing travel
lift well. The spoils will then be transported offsite to a pre -approved spoil disposal location.
The basin will be dredged to the depth of connecting waters or shallower depths. Flushing of
the boat basin is further promoted by its open water location.
No highground areas are proposed for excavation.
Docking Facility and Bulkhead
The proposed dock layout will be contained within the existing footprint authorized by the
original (1988) CAMA permit and approved permit modifications for the marina, as shown on
Sheet 3 of the project plans (Proposed Docks with Existing Dock Overlay). A custom
manufactured proprietary dock systern its -proposed for the new construction. . -
The dock system will contain three (3) floating piers, shown on Sheet 2 as Piers A, B, and C, with
dimensions provided on the attachment to form DCM MP-4 Structures. The piers vary in length,
but all are proposed for 8' in width. The 8' pier widths are needed to safely maneuver carts
used to load and unload equipment and supplies onto boats docked at the marina, as well as
safely accommodate boarding and unloading of multiple boats.
Conscience Bay, LLC
Town Creek Marina
Major CAMA Permit Application
January 31, 2012
Page 4

A total of eight $ floating platforms are included, with 23 floating finger piers and tiet� ilia s
g () gP g g P P g
providing dockage for 55 boats ranging in size from 30' to 65'. An additional floating finger pier
will be constructed adjacent the existing travel lift well to assist in boat staging. Additionally,
twenty-four (24) boatlifts and 13 fixed finger piers are proposed for installation along the east
side of the marina to accommodate boats measuring up to 35' in length. The boatlift -
measurements are 12.5' by 12.5'. The attachment to the DCM MP-4 Structures form provides
details on width, length, and number of platforms and finger piers.
The outer face docks (Platforms A, B, C, D, and E as shown on Sheet 2) and the finger pier
attached to platform E will incorporate attenuators, as shown on Sheet 4.
All proposed platforms will be floating, as will all finger piers with the exception of the fixed
structures proposed for use with boatlifts on the east side. Sheet 2 of the project plans provides
the proposed dock layout. Details are provided on Sheet 4.
Elevated, slatted highground boardwalks/decks exist along a portion of the east, and the west
and south sides of the basin. An 8' x 259' extension is proposed along the east side to connect
to the existing/proposed bulkhead. Guardrails are proposed along the waterward edges of the
boardwalks.
Articulating gangways measuring 44' x 4' will provide access from the existing boardwalks on
the west and south sides to the proposed floating platforms connecting to floating platforms.
Access to boats to be stored in lifts will be by means of fixed finger piers connecting to the
existing and proposed section of boardwalk on the east side. The fixed finger piers on the east
will be located over the lift beams, as shown in project details, thus requiring a slightly smaller
area for installation of the individual lifts. An existing travel lift well will remain in the northwest
corner of the marina.
An existing highground pump -out station located adjacent the service department/storage
building will remain. A satellite pump -out is proposed for installation on the floating
pier/staging area on the west side of the marina near the existing travel lift well. The satellite
pump -out will more easily accommodate larger boats than the existing pump -out located on
Conscience Bay, LLC
Town Creek Marina
Major CAMA Permit Application
January 31, 2012 Page 5

high ground. Installation of the additional pump -out station will further enhance the facility's
Clean Marina designation.
Gas and diesel fuel dispensers/pumps with meters will be located on highground on the existing
east and west boardwalks and adjacent the existing travel lift well (see Sheet 2 of project
plans). Fuel hose reels and dispenser nozzles will be extended from highground -- -s
dispensers/pumps to floating platforms as shown on plans. The fuel hoses will be contained
within covered troughs in the platforms to avoid tripping hazards and to limit deterioration
from exposure to the elements. The hose reels located on docks will be covered by roofs (with
drip lines not extending beyond edge of docks) to minimize deterioration from exposure to the
elements. Quick disconnects will be installed to limit fuel spills in the event of emergencies and
for storm preparedness.
As previously noted, the redesigned marina will contain fewer boat slips than existed prior to
Hurricane Irene. Additionally, impacts from shading of open water will be reduced with the
elimination of two existing floating piers. One on the west (130' by 6' with a 35' by 5' platform)
and another on the east (355' by 6') have been removed in the revised dock layout.
The proposed dock layout is found on Sheet 2 of the project plans. Sheet 3 provides the
proposed docks with the existing docks overlay.
Upland Development
An existing highground boardwalk/deck on the east side of the marina is proposed for
lengthening. The extension will measure 259' by 8' and will provide for safe access to the
proposed boatlifts via fixed finger piers attached to the walkway.
No other highground development is proposed.
Construction Methods
Dock and bulkhead construction will employ conventional marine construction techniques. In
areas with adequate water depths, marine construction will employ barge mounted equipment
with pile driving capability. In other areas construction will occur from the landward side.
Bulkhead construction will occur mainly from the land.
Conscience Bay, LLC
Town Creek Marina
Major CAMA Permit Application
January 31, 2012 Page 6

Excavation will utilize a barge mounted excavator. Dredged material will be offloaded into
dump trucks at the existing travel lift well and trucked offsite to a pre -approved spoil disposal
location.
Conscience Bay, LLC
Town Creek Marina
Major CAMA Permit Application
January 31, 2012 Page 7

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IN MP-1
APPLICATION for
Malof Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL. MANAGEMENT
4. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Conscience Bay, Llc
Town Creek Marina
Applicant 1: First Name
MI
Last Name
Steven
Tulevech
Applicant 2: First Name
Mi
Last Name
Charles
Tulevech
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
232 W. Beaufort Road
n/a.
Beaufort
NC
ZIP
Country
Phone No.
FAX No.
28516
USA
252 - 728 - 6111 ext.
252 - 728 - 7392
Street Address (if different from above)
City
State
ZIP
n/a
NIA
nla
n/a-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor t: First Name
MI
Last Name
Kathy
B.
Vinson
Agent/ Contractor 2: First Name
MI
Last Name
nla
Mailing Address
PO Box
City
State
827
Morehead City
NC
ZIP
Phone No. t
Phone No. 2
28557
252 - 240 -
9297 ext.
252 - 354 - 4916 ext.
FAX No.
Contractor #
-^
252 247 5765
n/a
Street Address (if different from above)
City
State
ZIP
n/a
N/A
n/a
n/a -
Email
...]
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 5)
1� .- . ' 'C
APPLICATION fbr
Major Development Permit
3. Project Location _
County (can be multiple)
Street Address
State Rd. #
Carteret
232 W. Beaufort Road
n/a
Subdivision Name
City
State
Zip
n/a
Beaufort
NC
28516 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 728 - 6111 ext.
n/a,_
a. In which NC river basin is the project located?
b, Name of body of water nearest to proposed project
White Oak
Town Creek
c. is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Newport River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Town of Beaufort
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1120
117,732
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+ 6' ®NHW or ❑NWL
e.
Vegetation on tract
Grass and landscape vegetation
f.
Man-made features and uses now on tract
Existing marina with docks, platforms, highground decking, and bulkhead; dry stack storage building, marina office building
with Ships Store and restaurant, accessory buildings, and parking areas.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Government (Beaufort -Morehead City Airport Authority, NC Dept. of Transportation)
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
B-3 Marina Business
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? Yes NNo
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes NNo ❑NA
If yes, by whom? n/a
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? UYes NNo
(ii) Are there coastal wetlands on the site? ❑Yes NNo
(N) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
,
n. Describe existing wastewater treatment facilities.
Town of Beaufort sewer system
o. Descrbe existing drinking water supply source.
Town of Beaufort water system
p. Describe existing storm water management or treatment systems.
High density stormwater pond, catch basins, and underground pipes.
5. Activities and Impacts
a. WiU the project be for commercial, public, or private use? ®Commercial ❑PubliclGovernment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will continue to function as a commercial marina.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Conventional marine construction methodology will be employed. A barge outfitted with pile -driving equipment will be stored
in deep water on Town Creek. A "bucket to barge" process will be utilized for the dredging activity. A barge equipped with a
hydraulic clam shell will excavate the material and place on the barge. The spoils will be off-loaded via the travel lift well into
dump trucks and trucked offsite to a pre -approved spoil disposal site. The trucks will be stored in the existing parking areas,
and the barc
ge will be stored in deep water on Town Creek.
d. List all development activities you propose.
Replace/reconfigure docks within existing footprint to include floating piers (those on marina perimeter will include
attenuators), finger piers (floating and fixed), gangways, boat staging area with pump -out station, fire suppression stations,
fish cleaning station, fish weigh station, and sheltered fuel dispensing equipment; replace existing bulkhead; construct
highground elevated slatted boardwalk with guard rail; install 24 boatlifts with tie pilings, and maintenance dredging.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both,
f. What is the approximate total disturbed land area resulting from the proposed project? none ❑Sq.Ft or ©Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing pipe overflow to Town Creek.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
Proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Beaufort -Morehead City Airport Authority
Phone No. 252-728-1928
Address P.O. Box 875, Beaufort, NC 28516 t•`�,` _r;,,iD
Name North Carolina Department of Transportation , `Y $ 711, i
Phone No. 252-514-4759
Address 209 S. Gienburnie Road, New Bern, NC 28560
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permdee, and issuing dates.
Major CAMA 113-88 issued to Town Creek, Inc. on 6/21 /88. Several minor modifications to this permit were approved in 1989.
Dredge and Fill 122-73 issued to L. Charles Davis, PresidentlDavis Marine Railways in July 1973,
NPDES Stormwater, COC Number NCG190033, issued to Town Creek Marina became effective on 911/99, with renewals on 9/1/04 and
10i1109.
High density detention pond State Stormwater COC SW8 880401 issued on 4/18/1988 to Town Creek Marina. Permit SW8 880401
Modification, issued to Town Creek Marina on 5/7/2004
Corps of Engineers SAWC077-N-0 16-023-054 9
Corps of Engineers SAWC088-N-016-0236
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C,G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge,
Dale January 31, 2012 Print Name _Kathy B. Vinson
Signature
252•8E8-:2806 .. I.888.4RCOAST _. vvwvw.r�ccr��3sfs�irr9:�rsaglzcr��r�t,��c�t

Farm DCM MP-1 (Page 5 of 5) APPLICATION for
Major Development Permit
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplementai information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rack
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Sections
Length
n/a
n/a
vary, see
n/a
n/a
n/a
n/a
attached
table.
Sections
Width
nla
nla
vary, see
nla
n/a
nla
n/a
attached
table.
Avg. Existing
Varies, see
Depth
n/a
n/a
attached
n/a
NA
NA
n/a
table.
Final Project
Depth
n/a
nla
- 10' NLW
n/a
NA
NA
n/a
9. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
17,897
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
nla
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Spoils will be trucked offsite and deposited in a pre -
approved spoil disposal location.
c. (i) Do you claim title to disposal area?
[-]Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
+0 for prov 44.4
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shelf bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
[:]This section not applicable
Type of material to be excavated.
mud and sand
d. High -ground excavation in cubic yards.
none
El This section not applicable
b. Dimensions of disposal area.
350' x 350' x 4.25' with 3:1 side slopes on all sides
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No DNA
(ii) If yes, where?
n/a
f. (i) Does the disposal include any area in the water?
❑Yes ®No DNA
(ii) If yes, how much water area is affected?
n/a

ForWA t9 M MP-2 (Excavation and Fill, Page 7- of 3)
(J) Describe the purpose of disposal in these areas:
n/a
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
i. Type of shoreline stabilization: b. Length: 1120 linear feet
®Bulkhead ❑Riprap ❑BreakwaterlSill ❑Other:
c. Average distance watenward of NHW or NWL: 0
e. Type of stabilization material:
Concrete sheet pile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap n1a
BreakwaterlSili nla Other nla
i. Source of fill material.
n1a
Width: 2'
d. Maximum distance waterward of NHW or NWL: 0
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information,
nla
h. Type of fill material.
nia
4. OTHER FILL ACTIVITIES Z This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? Yes CJN0 DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii} Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill ❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept an site and erosion
controlled?
Excavated material will be trucked offsite. For disposal site, it is
anticipated that sift fencing will be placed on downslope side of
spoil pile.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
nla
b. What type of constfuction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
"Bucket to barge" system will be used.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(k) if yes, explain steps that will be taken to avoid or minimize
environmental impacts.
nta

FoIrm DCM 3MP-2 lEncava#ion Mid P All, Page 3 of 3)
December 21, 2011
Date
Conscience Bay, LLC, Town Creek Marina
Project Name
Kathy B. Vinson
Applicant Name
Applicant Siture

Project: ITownaectc
MgLhod
Marina
BorrowPitDIMENSION
_
Rect./Squ. �_�.-----1"--
Triangl_ei Trapezoid I -I u
I I DIMENSION I DIMENSION
Total -Dredging Vol.
. .-" ..
-17,897
cu yd
Exist.
Prop. Depth Diff L -W
Depth
Z.3 10 -7.7 53.03 25.80
1.6 - 10 -8.4 _
3.7 10 - -6.3 -
•4 10 -6 A
Avg Ht (ft) .7.1 1
Area (A . 1,368
Volume (cu yd) -360
Exist. Exist.
Prop. Depth Diff b , h Prop. Depth ❑iff, bl b2 h
Depth Depth
4 10 -6 219.23 81,76 5.3 10 -4.7 265 132.8 48.23
10 .; 10 D 7 10 -3 - -
10 10 0 10 10 0
- ID 10 0
Avg Ht (ft) -2 2. Avg Ht (ft) -1.9
Area (sf) � , � � B,962 i Area (0) 9,593 V
Volume (cu yd) -664 Volume (cu yd) -684 -
1�
f
_
DIMENSION
L . VJ
DIMENSION
I
Exist,
Depth
Prop. Depth Diff
-
Exist.
Depth
Prop, Depth Diff b
h
4 10 -6 ` 219.55 141.59
2 10 -B _ - ..
10 10 0
9 10 -1
Avg Ht (ft) -3.75
-. Area (sf) . 30,944' -
Volume (cu yd) - 4,299
9 _ " 10 - .1 178.59 86.56
.10 :10 0 -
10 l0 • 0
Avg tit (it). -0.33 ' _ ..
Area Isf) 7,729• '
Volume (cu yd) -95
_
I
I
DIMENSION
prop. Depth ' Diff ' L' W
Exist;
Depth
., 7 10 --3 137,71 70,54
9 10 -1
10 - 10 '. 0''
10 to s o-
Avg Ht (ft)- -1 ,la'.�J •'
Area (st) 9,728
Volume (cu yd) ` -960 '
- --
--
-
I I
DIMENSION
Exist.
Depth "Prop. Dep[h Diff L. W
I
-
2 .10 . -8 -, 296.38 :115.11
5.3 10 '4.7-
10 10 . - 0
'r 10 10
1 77
- Avg Ht (ft) - ; -3.2 - '
Area (if) 34,116 -
' Volume (cu yd) -4,012
-
I
DIMENSION
L W
EMISI.
Depth
. Prop. Depth ❑iff
-` 0 10 _ -10 365.12- 72.00
2.5 10 -7.5
5 - 10 _ -5
Avg Ht (ft) -7.625
Area (sf) 26,289 '-
Volume (cu Of -7,424
_
I
I
_
I
1

Form DCM MP-4
0TUCTmum IRS
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
9. DOCKING FACILITY/MARINA CHARACTERISTICS ❑ This section not applicable
a. (i) is the docking facility/marina: b. (i) Will the facility be open to the general public?
®Commercial ❑PublictGovernment ❑Private/Community ®Yes ❑No
c. (i) Dock(s) and/or pier(s)
(ii) Number 3
(iii) Length Varies - see attached table
(iv) Width 8'
(v) Floating ®Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(6) Number 8
(iii) Length Varies - see attached table
(iv) Width Varies - see attached table
(v) Floating ®Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
79 wet slips
(ii) Number of slips existing
88 wet slimes
i. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin and/or channel
❑Open wafer, no dredging required
❑Other; please describe:
k. Typical boat length: 35' - 65'
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
40
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number
36
(iii) Length
Varies - see attached table
(iv) Width
Varies - see attached table
(v) Floating
®Yes ®No
f. (i) Are Boatlifts
included? ®Yes ❑No
If yes:
(ii) Number
24
(iii) Length
12.5'
(iv) Width
12.5'
h. Check all the types of services to be provided.
® Full service, including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
® Dry storage; number of boats: 70
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types
1. (i) Will the facility be open to the general public?
®Yes [:]No
2. DOCKING FACILITY/MARINA OPERATIONS 0 This section not applicable

70nir: DCM `l+3OP-4 (Struc urns, Parse a of 4)
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
® Toilets for patrons; Number: 4; Location: Ships Store Building
® Showers
® Boatholding tank pumpout; Give type and location: Existing fixed pump -out station located on highground near Storage/Service
Department to remain, proposed satellite fixed pump -out station to be installed on floating dock/staging area on west side of
marina.
b. Describe treatment type and disposal location for all sanitary wastewater.
Town of Beaufort wastewater system.
c. Describe the disposal of solid waste, fish offal and trash.
Trash receptacles located on highground. p
.'f
' t
d. How will overboard discharge of sewage from boats be controlled? i�?f'i•.�.-���t:.f� �„ i.
Not allowed by marina rules.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One - contained in marina policy signboard located near Service Department.
(ii) Give the location and number of "Pumpout Available" signs proposed.
Two - one near Service Department at existing pumpout station, another on the southwest corner of the south face dock.
f , Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Paint and sandblasting is performed on high ground; waste is collected on drop cloths, allowed to dry, and placed in dumpster
for collection by commercial waste haulers for deposit in sanitary landfill. Petroleum products are collected and picked up by
authorized disposal service.
g. Where will residue from vessel maintenance be disposed of?
Waste is collected and removed from site by authorized commercial services.
h. Give the number of channel markers and "No Wake" signs proposed. none
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
Gas and diesel fuel dispensers/pumps with meters to be located on highground as shown on project plans (on east and west
boardwalks and adjacent travel lift well). Fuel hose reels and dispenser nozzles to be extended from highground
dispensers/pumps to floating platforms as shown on project plans The hose reels will be contained within a covered trough in
the platforms and will include quick disconnects for emergencies and storm preparedness.
j. What will be the marina policy on overnight and live -aboard dockage?
Live -aboard dockage is not allowed. Overnight dockage is allowed subject to the marina "no discharge" policy. Restrooms,
showers, and laundry facilities are located in Ships Store Building for use by overnight dockers.
k. Describe design measures that promote boat basin flushing?
Basin will be dredged to depth of connecting waters or shallower.
I. if this project is an expansion of an existing marina, what types of services are currently provided?
This project is not an expansion of the existing marina. Services currently provided include gas and diesel fuel, holding tank
pump -out, maintenance and repairs, shower and laundry facilities, ships store, dry and wet boat storage, transient dockage,
electic power hookups.

`orni aOIxr't MP-4 (s&IA"ilras, Page- 3 of 4)
m. Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlandslmarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (1NL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish }eases? ❑Yes-, ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
n/a
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑PrivatelCommunity
(0) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
A. GROIN (e.g., wood, sheefpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheefpile, etc.) ® This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NNW, NWL or wetlands
16. MOORING PILINGS and BUOYS ® This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15' east, 15' west
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
360' to west, 250' to east
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
1100, existing -B' to -12' NLW, proposed -10' to -12' NLW

e. (i) Wiil navigational aids be required as a result of the project? r�
❑Yes ®No ❑NA
y (ii) If yes, exptain what type and how they will be implemented.
nla -
8. OTHER ❑ This section not applicable
a. Give complete description:
A section of elevated, slatted highground boardwalk/deck measuring 8' x 259' is proposed on the east side of the marina as
shown on project plans. The proposed section will extend an existing boardwa4k to connect to the bulkhead on the northern
boundary of the marina.
January 31, 2012
Date
Conscience Say, LLC, Town Creek Marina
Project Name
Kathy B. Vinson
Applicant Name
Applicant Sigrteture

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary January 6, 1993 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
CERTIFIED MAIL P 364 976 540
RETURN RECEIPT REOUESTED
Mr. Mark Henley, Owner
Town Creek Marina, Incorporated
3301 Womans Club Drive
Raleigh, North Carolina 27612
Subject: NOTICE OF VIOLATION
Stormwater Project No. 880401
Town Creek Marina
Carteret County
Dear Mr. Henley:
On April 15, 1988, a Certification of Compliance with Stormwater Regulations, Number 880401,
was issued to you for Town Creek Marina, located in Morehead City. As stated in the Certification of
Compliance:
A professional engineer must certify that the stormwater system has been installed
in accordance with the approved plans and specifications upon completion of
construction.
On January 4, 1993, Regional Office Staff conducted a compliance inspection of the project's
stormwater facilities and found construction completed and the facility occupied. To date, our records
indicate that the required Professional Engineer's Certification has not been received. Additionally, the
following conditions were observed during the inspection and are in violation of the Certification:
1. The pond has not been built as shown on the approved plan. No diversion swale exists,
nor is there an 8" drawdown pipe constructed. The pond essentially has no outlet control
and is not detaining the first inch of runoff.
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 a Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

' z `21�z� �eUJ��)C7 hUrc�Y1
�anss �a�I 'I�aSs�Jl°�De
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UOgzlo,A Jo ?!)qot

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey Jr., Secretary January 6, 1993 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
CERTEF ED MAIL P 364 976 540
RETURN RECEIPT REQUESTED
Mr. Mark Henley, Owner
Town Creek Marina, Incorporated
3301 Womans Club Drive
Raleigh, North Carolina 27612
Subject: NOTICE OF VIOLATION
Stormwater Project No. 880401
Town Creek Marina
Carteret County
Dear Mr. Henley:
On April 15, 1988, a Certification of Compliance with Stormwater Regulations, Number 880401,
was issued to you for Town Creek Marina, located in Morehead City. As stated in the Certification of
Compliance:
A professional engineer must certify that the sormwater system has been installed
in accordance with the approved plans and specifications upon completion of
construction.
On January 4, 1993, Regional Office Staff conducted a compliance inspection of the project's
stormwater facilities and found construction completed and the facility occupied. To date, our records
indicate that the required Professional Engineer's Certification has not been received. Additionally, the
following conditions were observed during the inspection and are in violation of the Certification:
1. The pond has not been built as shown on the approved plan. No diversion Swale exists,
nor is there an 8" drawdown pipe constructed. The pond essentially has no outlet control
and is not detaining the first inch of runoff.
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Henley
January 6, 1993
Stormwater Project No. 880401
2. The grassed swale is full of trash and is generally dismally maintained.
3. The pond surface area appears to be less than shown on the approved plan.
Operation of the stormwater system prior to submission of the required certification and the above
conditions are violations of 15A NCAC 2H.1003 and are subject to enforcement action pursuant to NCGS
143-215.6A including the assessment of civil and criminal penalties.
Failure to provide the required Engineer's Certification and a "plan of action" which designates
the date by which the above item(s) will be permanently resolved, prior to January 27, 1993, will result
in the initiation of appropriate enforcement action by this Office. That action may include
recommendations for the assessment of penalties and/or revocation of the Certification.
If you have any questions concerning this matter, please call Ms. Linda Lewis or Mr. Dave
Adkins at [phone].
Sincerely,
Rick Shiver
Acting Regional Supervisor
RSSlarl: 880401.JAN
'cc: Mr. William Whaley, Carteret County Building Inspector
(2) Ms. Linda Lewis
Central Files

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sT,owntCreek Marina,
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PRalteigh, North Carolina
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Name of Stream
Description
Curr. Class
Date Prop. Class
Basin
Stream Index 4
Calico Creek
From source to
SC;HQW
06/01/56
White
Oak
21-32
Newport River (The
mouth of Calico Creek
is defined as beginning
at a point of land on
the north shore at Lat.
34 43' 46, Long. 76 43'
07, thence across the
creek in a straight
line to a point of land
on the south shore at
Lat. 34 43' 36, Long.
76 43' 05)
Town Creek
From source to
SC
06/01/56
white
Oak
21-33
Newport River {The
mouth of Town Creek
is defined as beginning
at a�­point of land on
the north shore at Lat,
34 43' 41, Long. 76 40'
04, thence across the
creek in a straight
line to a point of land
on the south shore at
Lat. 34 43' 23, Long.
76 40' 04)
Taylor Creek
From source to
SC
06/01/56
white
Oak
21-34
Newport River (The
mouth of Taylor Creek
is defined as beginning
at a point of land on
the north shore at Lat.
34 43' 07, Long. 76 401
13, thence across the
creek in a straight
line.to a point of land
on the south shore at
Lat. 34 42' 55, Long.
76 40' 10)
Back Sound
From Newport River to a
SA;HQW
06/01/56
White
Oak
21-35-(0.5)
point on Shackleford
Banks at lat. 34
40157 and long 76 37130
north to the western
most point of Middle
Marshes and along the
northeast shoreline
of Middle Marshes to
Rush Point on Harkers
Island
North River
From source to Back
SA;HQW
06/01/56
White
Oak
21-35-1
Sound
Page 13 of l8

State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT
Jonathan B. Howes, Secretary WATER QUALITY SECTION
July 30, 1993
Mr. Mark Henley
Town Creek Marina, Inc.
Route 4, Box 25
Beaufort, North Carolina 28561
Dear Mr. Henley:
Resources
Bob Jamieson
Regional Manager
Subject: Detention Pond Survey
Town Creek Marina
Stormwater Project No. 880401
Carteret County
This Office received a survey from Mr. David Dolersar of the existing pond at Town Creek
Marina. I am enclosing copies of the surveys of the as -built condition and the original design condition.
The surveys are very limiting in the amount of information shown and cannot be used to determine
exactly what the surface area of the water surface of the pond is without a lot of guesswork. The survey
shows a top of bank contour without relating it to any of the existing features such as the parking area.
The required surface area is measured at the normal water level, not the top of bank.
The pond must either be built exactly as approved, or a revision to the plan must be submitted
and must adhere to all regulations presently in effect, including the minimum surface area requirements.
The pond as built may meet the intent of the approved plan specifications, however, the surveyor should
determine the pond bottom elevation and determine whether the side slope at the bulkhead is vertical.
Once the survey information is complete, the engineer should evaluate it and decide if the pond meets
the intent of the approved plan specifications based on the calculations provided. Those calculations
specify a normal water level of 4.0 and a temporary storage elevation of 5.3, based on a surface area of
3300 square feet at elevation four (4.0). If the as -built conditions differ from these, then a revised plan
will be required.
The pond is also missing the outlet control structure. This is the device that allows the 1 " volume
of ninoff to collect in the pond and be released slowly over a period of 2-5 days. The approved plan
design is fine, but it cannot work if it is not installed. The diversion swale may present a problem since
you will not be able to construct it and keep the required surface area. The as -built pond survey shows
a dimension of 31.7 feet from the bulkhead to the top of the bank (unsure how far from the pavement
edge this is). If the diversion swale were constructed, the surface area available for settling the pollutants
would be deficient, therefore, the plan would require a revision to correct.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

..4
�9
Mr. Henley
July 30, 1993
Stormwater Project No. 880401
---------------------------------------
It is in your best interest to construct the pond as designed, since a revision will require more
surface area and a higher elevation to store the volume, which will mean that some of the parking spaces
may need to be removed. A consulting engineer familiar with the Coastal Stormwater Regulations will
be able to help you and guide you in complying with the Regulations.
If you have any questions, please do not hesitate to call me at 395-3900.
Sincerely,
� aC;7 -
Linda Lewis
Environmental Engineer
DAlarl: S:1WQSISTORMWATILETTERS188040LJUL
Enclosures
cc: (2) Linda Lewis
Mr. David Dolersar
Mr. William Whaley, Carteret County Inspections (encl)
Mr. Bill Fluty, Town Creek Marina General. Manager (encl)
Mr. David Blevins, P.E.

State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT
Jonathan B. Howes, Secretary WATER QUALITY SECTION
November 30, 1993
CERTIFIED MAIIL P 379 272 633
RETURN_RECEIPT REQUESTED
Mr. Mark Henley
Town Creek Marina, Inc.
Route 4, Box 25
Beaufort, North Carolina 28561
Resources
Bob Jamieson
Regional Manager
Subject: NOTICE OF VIOLATION
Town Creek Marina
Stormwater Project No. 980401
Carteret County
Dear Mr. Henley:
On January 6, 1993, this Office sent you a Notice of Violation for failing to construct the
detention pond in accordance with the approved plans. The pond is deficient in surface area and the outlet
structure has not been built. In response, you invited personnel from DEM to visit the site and explain
the deficiencies to Mr. Bill Fluty, General Manager, because you were under the impression that the
problems had been cleared up. On November 7, 1991 you received a Notice of Violation for essentially
the same problems cited in the January 6, 1993 letter, prompting the request for a site visit. It was
determined that the problems had never been resolved, and that additional action would be necessary to
bring this site into compliance with the Certification issued on April 15, 1988.
On July 30, 1993, this Office sent you a letter outlining the actions necessary to bring this. site
into compliance with the approved plans for Town Creek Marina's detention pond..Since that date, we
have not heard from you regarding the actions you are taking to get the detention pond constructed as
designed and approved.
You are required to build the pond as approved, or you must submit any changes in design to this
Office for approval prior to construction. Please take the necessary actions to get this problem resolved
immediately prior to the need for enforcement action.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Henley
November 30, 1993
Stormwater Project No. 880401
We must hear from you regarding the status of your actions by December 14, 1993, or the
initiation of enforcement action will begin to include recommendations for the assessment of civil and
criminal penalties, or other appropriate enforcement action pursuant to NCGS 143-215. bA.
If you have any questions concerning this matter, please call Dave Adkins or Linda Lewis at 910-
395-3900.
Sincerely,
Rick Shiver
Regional Supervisor
DAlarl: S:IWQSISTORMWAnLETTERS1880401.NOV
cc: Mr. David Blevins, P.E. (FAX)
Mr. William Fluty, General Manager
Mr. David Dolersar, R.L.S. (FAX)
Mr. William Whaley, Carteret County Inspections
(2) Linda Lewis

SITEWORKS DESIGN GROUP
P.O. Box 3988
WILMINGTON, NORTH CAROLINA 28406
(9I9) 799-6808
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JOB_ To\vni c - `« lv,ARIr'jA 74-0vz
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SITEWORKS DESIGN GROUP
P.O. Box 3988
WILMINGTON, NORTH CAROLINA 28406
[phone]
PRODUCT 24SI Inc , GNIO4 Yqo. 01411_ to 0 (W P1"E TALL FREE 14&22"M
JOB 1 6\,-N CKcc►c MF}R1ryOq 9¢002
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i
Operation and Maintenance Manual
for
Storm Water Retention Facility.
General: The storm water management system for this site is designed as a
wet detention facility. The system consists of the wet detention pond
located adjacent to the dry stack building with a drawdown tube a�ad-drl-lec
-plug' orifice, a tei3 ozaxy storm water storage area which is the grassed
area on the interior of the central parking lot, over-flow-d_r fie
-ax& driveway culverts and pipe systems, qroL a u fe� s f • L'j Gh re -
operation: The wet detention pond is designed to maintain a permanent
water pool with an average depth .of 6 feet. The pond a i-g sed-ate en-
t33e-i r�tex-ior�of-the-pa k �g I et -are designed to temporarily store an amount
of water equivalent to 1 inch of storm water run --off from the impervious
areas. In the event of a 1 inch rainfall, the wet detention pond is
designed such that the water surface will rise approximately feet above
the normal pool level. This increase in water depth will slowly recede to
the normal pool level in a 2 to 15 day time period. This drawdown time is
controlled by au O inch diameter PVC drawdo n pape.wwi.�-an-car-or--at—the
nta
4h e w eir'S f n Ae.
In rain events which produce more than the 1 inch run-off, _
oAet direct this increased discharge to the pipe system
leading off site. 'This diversion system is designed based on the 10 year
frequency storm event, therefore flooding in excess of: the available
storage within the wet detention pond ae--p�zr}tng-�tteror—a1a
should be relatively infrequent.
Maintenance: Several areas will need attention by marina operations
personnel for the continued performance of this system as designed and as
required by the Division of Enviroruiental Management. These items are
detailed as follows:
1. Grassing arour6 the wet'detention pond and in the interior island
shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality
of the site and to prevent a reduction in capacity of the storm
water system.
2. Landscaping of the area around the wet detention pond and the
interior island shall be of the type and located such that they will
not reduce the capacity or operation of the storm -water system.

3. Following each rain event at the site, the drawdown Vie- orifice ;
shall be checked for accumulation of debris and cleared of any
blockage that is present. If the water level following a rain event
fails to recede to the normal pool elevation within the 2 to 5 day
time period the engineer must be notified as soon as possible. If
the water level fails to recede within a period of 5 days following
a rain event the marina operator must notify the Division of
Environmental Management, 72-2rlinne, Wilmington,
N.C., (9Ia 2-56-416-3r;, �' [2'� Ca ins( Dr, Gxt- , 1 1 r
284US �--,not�
S-3cta[) d S;de SlC31'VS (� t1Z16-sut4?
4. Storm drainage pipes/,and culverts rphall be inspected periodically
for debris and sand build-up. These shall be cleaned as necessary
to provide for the conveyance of storm water as designed.
5. The wet detention pond depth shall be maintained at the design
depth. The pond shall be inspected a minimum of every 6 month and
cleaned as necessary.
6. No modifications shall be made to the system without notification of
the engineer or without approval from the Division of Environmental
Management.
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Operation and Maintenance Manual
for
Stone Water Retention Facility
General: The storm water management system for this site is designed as a
wet detention facility. The system consists of the wet detention pond
located adjacent to the dry stack building with a drawdown tube and drilled
plug orifice, a temporary storm water storage area which is the grassed
area on the interior of the central parking lot, overflow diversion swale
and driveway culverts and pipe systems.
operation: The wet detention pond is designed to maintain a permanent
water pool with an average depth of 3 feet. The pond and grassed area on
the interior of the parking lot are designed to temporarily store an amount
of water equivalent to 1 inch of storm water run-off from the impervious
areas. In the event of a 1 inch rainfall, the wet detention pond is
designed such that the water surface will rise approximately 1.3 feet above
the normal pool level. This increase in water depth will slowly recede to
the normal pool level in a 2 to 3 day time period. This drawdown time is
controlled by an 8 inch diameter PVC drawdown pipe with an orifice at the
intake
In rain events which produce more than the 1 inch run-off, a diversion
Swale is provided to direct this increased discharge to the pipe system
leading off site. This diversion system is designed based on the 10 year
frequency storm event, therefore flooding in excess of: the available
storage within the wet detention pond and the parking lot interior island
should be relatively infrequent.
Maintenance: Several areas will need attention by marina operations
personnel for the continued performance of this system as designed and as
required by the Division of Environmental Management. These items are
detailed as follows:
1. Grassing araand the wet detention pond and in the interior island
shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality
of the site and to prevent a reduction in capacity of the storm
water system.
2. landscaping of the area around the wet detention pond and the
interior island shall be of the type and located such that they will
not reduce the capacity or operation of the storm Grater system.

3. Following each rain event at the site, the drawdown tube orifice
shall be checked for accumulation of debris and cleared of any
blockage that is present. If the water level following a rain event
fails to recede to the normal pool elevation within the 2 to 3 day
time period the engineer moist be notified as soon as possible. If
the water level fails to recede within a period of 5 days following
a rain event the marina operator mast notify the Division of
Environmental Management, 7225 Wrightsville Avenue, Wilmington,
N.C., [phone].
4. Storm drainage pipes and culverts shall be inspected periodically
for debris and sand build-up. These shall be cleaned as necessary
to provide for the conveyance of storm water as designed.
5. The wet detention pond depth shall be maintained at the design
depth. Me pond shall be inspected a mint= of every 6 months and
cleaned as necessary.
6. No modifications shall be made to the system without notification of
the engineer or without approval from the Division of Environmental
Management.

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SUBJECT
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243 N. Front St., Wilmington, N. C. 28401 [phone]

TRAPEZOIDAL CHANNEL DESIGN
DATE: 03-09-1998 TIME: 19:05
Subject: TOWN CREED( MARINA
DIVERSION DITCH
Lining: 6RASS
Discharge, A = 11.00 cfs
Longitudinal Slope, s = 0.0080
Manning Roughness, n = 0.0250
Side Slope, M = 3.00011
Bottom Width, 8 = 0.00 ft
Depth of Flow, y = 1.05 ft
Top Width, W = 6.28 ft
Average Velocity, V = 3.34 ft/sec
. y

McKIM & CREED
ENGINEERS
JOB Tc),-)o (-,gEfr4
CLIENT
SUBJECT 5100,'N aTlr:::R- - L SrSot
JOB NO. Q � t 6 6 SHEET
DATE 3- 10 S' I
DES. By A S L- OF
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243 N. Front St., Wilmington, N. C. 28401 [phone]

Mc'KIM & CREED
ENGINEERS
JOB Tow�J GREY fflp�I"JA
CLIENT
SUBJECT
97 1.
JOB NO. SHEET
DATE 2 - f
DES. BY - 14 OF
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243 N. Front St., Wilmington, N. C. 28401 [phone]

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McKIM & CREED
ENGINEERS
JOB 71,e-
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McKIM & CREED JOB C42 C4-- K 1%+K JOB NO, 37 le-(- SHEET
ENGINEERS CLIENT DATE - /0"S& q
SUBJECT STnAO-s DES, BY OF S
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243 N. Front St., Wilmington, N. C. 28401 [phone]

TRAPEZOIDAL CHANNEL DESIGN
DATE: 03-OS-1988 TIME: 19:05
Subject: TOWN CREEK MARINA
DIVERSION DITCH
Lining: GRASS
Discharge, 9 = 11.00 cfs
Longitudinal SIope, s = 0.0080
Manning Roughness, n = 0.0250
Side Slope, M = 3.000/1
Bottoe Width, B = 0.00 ft
Depth of Flow, y = 1.05 ft
Top Width, W = 6.28 ft
Average Velocity, V = 3.34 ft/sec
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