SW8011002_COMPLIANCE_20040304

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

SAND FILTER DESIGN
FILENAME: S:WPDATAIWQSISFILTER1011002MOD.xis
DATE: 04-Mar-04 PROJECT# SW8 011002MOD
PROJECT NAME: Morehead City Yacht Basin Marina Improvements
DRAINAGE BASIN: White Oak REVIEWER: L Munn
RECEIVING STREAM: Calico Creek CLASS: Sc
_ _ _ Index No.: 21-32 If ORW, is site within the 575' AEC?
r Sand Filter-#1
--SITE-AREA: 0.968 acres DRAINAGE AREA: ;,,:.,,„:,;;.5000 SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/WALKS
CONCRETE
OTHER
% IMPERVIOUS, 1=
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
SURFACE AREA
VOLUME
REQUIRED SURFACE AREA
FILTER WIDTH PROVIDED
FILTER LENGTH PROVIDED
PROVIDED SURFACE AREA
REQUIRED MIN. VOLUME
TOTAL VOLUME REQUIRED
DESIGN STORM
DEPTH, 18" MINIMUM
VOLUME
TOTAL VOLUME PROVIDED
ORIFICE DESIGN
COMMENTS
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
FLOWRATE FOR 24 HOURS
FLOWRATE PROVIDED
SQUARE FEET
3926 SQUARE FEET
SQUARE FEET
SQUAREFEET
TOTAL i 1- 3926 SQUARE FEET
RV= .05+.009 (1) = 0 76
Sediment Chamber
r FillI "41.32,
30
5
45
FEET MSL
FEET MSL
FEET MSL
Sand Chamber
5F
SF
FEET ,30
FEET
FEET
FEET
SF 1 l .
SF
f61 98 CF - 981 CF
12397. CF
Sediment Chamber Sand Chamber
1'; IN ..1' IN
FEET 1 1"5 FEET
67'`5 CF 67;5 CF
13500' CF
6
0 6
0 0016'
ji
INCHES
FEET
EACH
CFS
CFS
Volume, surface area and drawdown are (not) within Design Requirements.

Sk
A
SAND FILTER DESIGN
FILENAME: S:WPDATAIWOSkSFILTER1011002MOD.xis
DATE: 03-Mar-04 PROJECT# SW8 01102MOD
PROJECT NAME: Morehead City Yacht Basin Marina Improvements
DRAINAGE BASIN: White Oak REVIEWER: L Munn
RECEIVING STREAM: Calico Creek CLASS: SC
- - Index () No.: 21-32 If ORK is site within the 575'AEC?
Sand Filter #2 '14C70 SITE AREA: 0.968 acres DRAINAGE AREA: SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGIWALKS
CONCRETE
OTHER
% IMPERVIOUS, I=
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
1411110 ; F1 TH 14 F-- I : I: fl I
VOLUME
REQUIRED SURFACE AREA
FILTER WIDTH PROVIDED
FILTER LENGTH PROVIDED
PROVIDED SURFACE AREA
REQUIRED MIN. VOLUME
TOTAL VOLUME REQUIRED
SQUARE FEET
5980 SQUARE FEET
SQUARE FEET
SQUARE FEET
TOTAL E558Q SQUARE FEET
.......
RV=.05+.009 (1) ...
Sediment Chamber
SF
::57 FEET
FEET
SF
.: FEET MSL
7: FEET MSL
64FEET MSL
Sand Chamber
SF
FEET
.5: FEET
SF
. . . . . . . . . . . . .
CIF
. ............ CIF
....
113 L(4 -
Sediment Chamber Sand Chamber
DESIGN STORM 1 T ;1:: 7 :1 ::IN IN
DEPTH, 18" MINIMUM FEET FEET
VOLUME CIF 01�,26CIF
.:
TOTAL VOLUME PROVIDED 2Q2'60 CIF
ORIFICE DESIGN
COMMENTS
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
FLOWRATE FOR 24 HOURS
FLOWRATE PROVIDED
INCHES
�D6 FEET
EACH
CFS
CFS
Volume, surface area and drawdown are (not) within Design Requirements.

SAND FILTER DESIGN
FILENAME: S:WPDATAkWQS%SFILTER1011002MOD.xls
DATE: 03-Mar-04 PROJECT# SW8 01 1002MOD
PROJECT NAME: Morehead City Yacht Basin Marina Improvements
DRAINAGE BASIN: White Oak REVIEWER: L Munn
RECEIVING STREAM: Calico Creek CLASS: SC
Index No.: 21-32 If ORW, is site within the 575'AEC?
Sand Filter #3 9
SITE AREA: 0.968 acres DRAINAGE AREA:
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGIWALKS
CONCRETE
OTHER
% IMPERVIOUS, 1=
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
SURFACE AREA
VOLUME
REQUIRED SURFACE AREA
FILTER WIDTH PROVIDED
FILTER LENGTH PROVIDED
PROVIDED SURFACE AREA
REQUIRED MIN. VOLUME
TOTAL VOLUME REQUIRED
SQUARE FEET
7950 SQUARE FEET
SQUARE FEET
SQUARE FEET
TOTAL i7950 SQUARE FEET
RV= .0 5+.009 (1
344 FEET M S L
9.4: FEET MSL
FEET MSL
Sediment Chamber Sand Chamber
SF SF
:::5FEET .€1`5 FEET
:.0: FEET FEET
SF SF
'.123:97:T CF 3,:: §7.-::' CF
24793:C:F,
Sediment Chamber Sand Chamber
DESIGN STORM ........ IN ... IN
DEPTH, 18" MINIMUM 56.::i FEET FEET
VOLUME 6 CF �5� CF
7
TOTAL VOLUME PROVIDED CIF
ORIFICE DESIGN
COMMENTS
PROPOSED ORIFICE DIAMETER INCHES
AVERAGE HEAD FEET
NUMBER OF ORIFICES EACH
FLOWRATE FOR 24 HOURS C F S
FLOWRATE PROVIDED CFS
Volume, surface area and drawdown are (not) within Design Requirements,

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Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
MOREHEAD CITY YACHT BASIN
February 27, 2004
Owner: Morehead City Yacht Basin, LLC
c/o Thomas E. Matthews, Jr., Manager
2645 Temple Point Rd.
Havelock, NC 28532
[phone]
Engineer: Stroud Engineering, P.A.
151-A N.C. Hwy.24
Morehead City, North Carolina 28557
[phone]
A. Description of Project
Type of Development
Morehead City Yacht Basin project is located in the Town of Morehead
City, Carteret County, N.C. on a tract of land located off Highway 70 West on
Calico Bay. The proposed project consists of new parking design to accommodate
a previously approved marina. This project has previously been approved under
redevelopment by the Division of Water Quality on May 23,2002 #SW8 011002.
The previously approved plan would not function as designed, therefore a new
design has been proposed. We are still proposing to utilize sand filters as the
"BMP", however, they have been relocated and two stormwater lift stations have
been added to move the water to the required 30' vegetative swale at the most
eastern portion of the property.
2. Earth Disturbing Activities
a. Excavation and grading for the installation of the drive and parking area,
drainage, and utility improvements, and stormwater treatment systems.

Drainage
The site presently drains north to Calico Creek, Class "SC", by sheet flow
and by the town's existing storm drainage system.
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that
additional erosion and sedimentation control measures are needed, they shall be installed
immediately. It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
1. Sediment Fence - Sediment fence will be utilized as necessary in locations as
shown on plans or as deemed necessary by the engineer to insure that off -site
sedimentation in controlled.
2. Sediment Storage- Stormwater sand filter systems proposed for the site will serve
as sediment storage areas during the construction phase of development.
3. Seeding - All disturbed areas will be seeded within 14 days following construction
in accordance with the seeding schedule shown on plans.
4. Stone Construction Entrance — The present means of ingress/egress from this
property are currently paved. Once asphalt is removed a stone construction
entrance will be required.
C. Construction Sequence
1. Construct bulkhead.
2. Construct sand filters and vegetative filter. Immediately after construction of
vegetative filter, sod using centipede sod.
3. Remove existing asphalt as required and rough grade site.
4. Install stormwater lift station and all associated piping.
5. Fine.grade parking areas and place stone base course.
6. Pave parking areas.
7. Perform final grading, seed and mulch all remaining disturbed areas within 14 days of
disturbance.
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for design.
3. The sand filters are based on design criteria found in the NCDENR-Division of
Water Quality "Best Management Practices" manual.

E. Sand Filter System Operation and Maintenance
a. The sand filter units shall be inspected after a storm every three months to make sure
the filters are passing the runoff as expected. During the inspection, all vegetation
growing on the surface of the filter shall be removed and check and clear the overflow
weirs of any obstructions.
b. The sand filter shall be replaced if inspection shows that runoff is not passing through
the sand within 24 hours. Replacement shall entail removal of the top two or three
inches of discolored sand and replacing with new sand.
c. Maintenance of the sediment chamber shall be performed at same time of sand filter
inspection. If sediment depth is over half the depth of the sediment chamber (15
inches), the sediment shall be removed. It may be necessary to de -water the sediment
before it is acceptable at a landfill.
d. If the Division of Water Quality determines that the system is failing, the system will
be immediately repaired to its original design specifications. If the system cannot be
repaired to perform its design function, other stormwater control devices as allowed
by NCAC 2H.1000 must be designed and constructed.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January.1, 1988. These regulations are detailed in
15 NCAC 2H.1000 Stormwater Runoff Disposal. These rules allow for a development to be
considered under various options. This project is submitted for approval consideration under
Section .1003(d)(3)(B).
`01111111111�,I
.0- GARp� • � L Z Z� "
�o?o��ssroti...q Ronald D. Cullipher, P.E. Date
�Q Sr
w
' 13343 : i
41
1rru61111o".0

NC DENR - DIVISON OF WATER QUALITY
0312 WHITE OAK RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
Eastman Creek
From source to Core Creek
SA HQW
06/01/56
21-24-1
Bell Creek
From source to Core Creek
SA HQW
06/01/56
21-24-2
Ware Creek
From source to Newport River
SA HQW
06/01/56
21-25
Russell Creek
From source to Newport River
SA HQW
06/01/56
21-26
Wading Creek
From source to Newport River
SA HQW
06/01/56
21-27
Gable Creek
From source to Newport River
SA HQW
06/01/56
21-28
Willis Creek
From source to Newport River
SA HQW
06/01/56
21-29
Crab Point Bay
Entire Bay
SA HQW
06/01/56
21-30
Newport River
All waters within a line
SC
06/01/56
21-31
Restricted Area
beginning at a point of land
(Morehead City
near the south end of 11th
Harbor)
street in Morehead City at
Lat. 34 43' 06, Long. 76
43' 04; thence in straight
line to the western end of
Sugarloaf Island; thence
along the north shore of the
Island to the eastern end of
the Island; thence in a
straight line to Channel
Marker C 1 near the
western end of the Turning
Basin; thence in a
straight line to a point
in the Turning Basin at Lat.
34 42'50, Long, 76 41' 36;
thence in a northerly
direction to a point in
Intracoastal Waterway at
Lat. 34 43, 25, Long. 76
41' 40 adjacent to the
channel leading to
Morehead City Yacht Basin;
thence in a straight line in
a westerly direction to a
point of land on the
Morehead City Mainland at
Lat. 34 43' 23, Long, 76
42' 24.
Calico Creek
From source to Newport River
SC HQW
06/01/56
21-32
(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)
12

• STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
joB VAAILJ!:)( -I YULLREIM2 LA-1 !f ljkbtl t C)MUN
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CALCULATED DATE 2J 1
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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy.. 24.
MOREHEAD CITY; N 28557
[phone]
JOB 1I"Ly�JLl�W _LTcr►��
C"IT'r- p1C T 6ASI
SHEET NO.
OF
CALCULATED BY
DATE 2 IL
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DATE 3
SCALE
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STROUD ENGINEERING, P.A.
Hestron Plaza Two
. 151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Jos Pmlij -i'l mug�
SHEET N0. �✓J 0r
CALCULATED BY �lDATE 1 W
CHECKED BY ,__L DATE
SCALE
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rm
ater
and
filter
ystem
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eq'd =
—
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95.
er acre
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f drain
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re
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JOB 7
STROUD ENGINEERING, P.A. 7�l
HestroPlaza Two SHEET NO. OF
151 n Hwy. 24 CALCULATED BY T DATE Z I 0
MOREHEAD CITY, SIC 28557 CHECKED BY DATE
[phone] SCALE +11+
rrr i�
Q"
IIf des n low a S I
Number of-lateals.--.-..-. :. 8-late als - ._..- -- -�- - - , --- -.; i� -- -- --- - -- -..,_
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E

PH 195-1—[ M o palfpAi) (r`[
ME40 series
4/10 HP Effluent
and Drain Water Pumps
Performance Curve
40
35
�j 30
W
W
25
l� 20
2
J
15
0
10
5
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Lid n
MODEL ME40 EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
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8 f
7-
6
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4 I-
0
2
0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
1101 Myers Parkway, Ashland, Ohio 44805-1923
419/289-1144 FAX [phone] Telex 98-7443
K3326 7/91 Printed in U.S.A.

SAND FILTER DESIGN
FILENAME: S:\WQSXSFILTER\01 1002-1.WK1
DATE: 19-Apr-2002 PROJECT# SW8 011002-1 Filter #1
PROJECT NAME: Morehead City Yacht Basin Marina Improvements
DRAINAGE BASIN: White Oak REVIEWER: arl
RECEIVING STREAM: Newport River CLASS: SA
Index No.: 21-17 If ORW, is site within the 575'AEC? NO
SITE AREA 1.06 acres DRAINAGE AREA F77502�.6 SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGMALKS
CONCRETE
OTHER
% IMPERVIOUS, I=
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR:
REQUIRED ELEMENTS
1377 SQUARE FEET
4552 SQUARE FEET
515 SQUARE FEET
SQUAREFEET
TOTAL .X.
,::::K,!X6444`I SQUARE FEET
RV= .05+.009 (1)
3T575` FEET MSL
a
FEET MSL
5.911FEET MSL
Sediment Chamber Sand Filter
;: . VOLUME REQUIRED (810 cf acre) 0
.90CF go'90 CF
TOTAL VOLUME REQUIRED CF
SURFACE AREA REQ. 540 sf 1 ac. .26.: SF SF
PROVIDED ELEMENTS
DESIGN STORM
FILTER LENGTH
WIDTH OF SAND
DEPTH
SURFACE AREA PROVIDED
VOLUME
TOTAL VOLUME PROVIDED
ORIFICE DESIGN
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
VOLUME DRAINED IN 24 HOURS
Sediment Chamber
T:
0�
COMMENTS
Volume and drawdown are within Design Requirements.
FEET
FEET
EACH
CF, >MIN o
Sand Filter
CF
IN
FT.
FT.
IN
CF
381.79 ?

SAND FILTER DESIGN
FILENAME: S:kWQS\SFILTERkOl 1002-2.WK1
DATE: 19-Apr-2002 PROJECT# SW8 011002-2 Filter #2
PROJECT NAME: Morehead City Yacht Basin Marina Improvements
DRAINAGE BASIN: White Oak REVIEWER: ari
RECEIVING STREAM: Newport River CLASS: SA
Index No.: 21-17 If ORW, is site within the 575' AEC? NO
SITE AREA 1.06 acres DRAINAGE AREA SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGIWALKS
CONCRETE
OTHER
% IMPERVIOUS, I= FW5468%0'
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
REQUIRED ELEMENTS
481 SQUARE FEET
5446 SQUARE FEET
642 SQUARE FEET
SQUARE FEET
TOTAL . fi] SQUARE FEET
_
RV= .05+.009 (1 )
FEET MSL
FEET MSL
FEET MSL
Sediment Chamber Sand Filter
44
-'�J VOLUME REQUIRED (810 cf I acre) �zl.5�'Q9 1CF 09CF
TOTAL VOLUME REQUIRED 18!' CIF
.................
'39 SURFACE AREA REQ. 540 sf ac. -.1.-43...1 ]SF SF
PROVIDED ELEMENTS
DESIGN STORM
FILTER LENGTH
WIDTH OF SAND
DEPTH
SURFACE AREA PROVIDED
VOLUME
TOTAL VOLUME PROVIDED
ORIFICE DESIGN
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
VOLUME DRAINED IN 24 HOURS
Sediment Chamber Sand Filter
...........
. . . .. ......... ..........
0..
COMMENTS
Volume and drawdown are within Design Requirements.
I
FEET
FEET
EACH
CF, >MIN o
IN
FT.
FT.
IN
SF
CF
430.18 ?

SAND FILTER DESIGN
FILENAME: S:\WQS\SFILTER101 1002-3.WKI
DATE: 19-Apr-2002 PROJECT#SWB 011002-3 Filter#3
PROJECT NAME: Morehead City Yacht Basin Marina Improvements
DRAINAGE BASIN: White Oak REVIEWER: arl
RECEIVING STREAM: Newport River CLASS: SA
Index No.: 21-17 If ORW, is site within the 575'AEC? NO
SITE AREA 1.06 acres' DRAINAGE AREA SF
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKINGfWALKS
CONCRETE
OTHER
% IMPERVIOUS, I=
BOTTOM OF FILTER
TOP OF SAND
OVERFLOW WEIR
REQUIRED ELEMENTS
SQUARE FEET
7171 SQUARE FEET
SQUARE FEET
SQUARE FEET
TOTALSQUARE FEET
RV=.05+.009 (1)
3.575: FEET MSL
075'.' FEET MSL
FEET MSL
Sediment Chamber Sand Filter
............. -.'-" 80]CF
VOLUME REQUIRED (810 cf acre) CF -251
TOTAL VOLUME REQUIRED 50378 CF
`'.
SURFACE AREA REQ. 540 sf 1 ac. SF 16793SF
--
PROVIDED ELEMENTS
Sediment Chamber Sand Filter
DESIGN STORM
FILTER LENGTH
WIDTH OF SAND
DEPTH
SURFACE AREA PROVIDED
VOLUME
TOTAL VOLUME PROVIDED
ORIFICE DESIGN
PROPOSED ORIFICE DIAMETER
AVERAGE HEAD
NUMBER OF ORIFICES
VOLUME DRAINED IN 24 HOURS
COMMENTS
Volume and drawdown are within Design Requirements.
FEET
FEET
EACH
CF, >MIN o
IN
FT.
FT.
IN
SF
CF
503.78 ?

COMMUNICATION RESULT REPORT ( APR.19.2002 7:45AM ) �
P. 1
FILE (MODE
--------------
925 MEMORY TX
TTI
OPTION ADDRESS (GROUP) RESULT
-------------------------------------------------
8-2522220967 OK
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) IMO ANSWER
NCDENR WIRO
PAGE
---------- --------
P
E-2) BUSY
E-4) 1,10 FACSI#MILE CONNECTION
WA7~� .
Michael F. Easley, Governor
r William G. Ross, Jr., Secretary
> . ;{ North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
FAX COVER SHEET
Date- April 19, 2002
To; Mr. J.W. Forman, Jr., P.E.
Company: Coastal Science & Engineering
FAX #: [phone]
DWQ Stormwater Project Number: SW8 011002
Project Name: Morehead City Yacht Basin
MESSAGE:
Dear Bill,
Wilmington Reglonai Office
No, of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
The runoff that leaves the sand filter through the orifice must also,go through the vegetated filter, The plans show
the 6" pipe going straight to the catch basin to be released directly into the receiving stream. As we have discussed,
systems within 1/2 mile of SA waters may not discharge directly. ALL flows from the system must be directed into
a vegetated filter prior to release into the recelviniz streann- YnT, VAII npAri to fin„rp .+,,+ . __ 4,---4'L - --- - rj"'

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
Date: April 19, 2002 No. of Pages: 2
To: Mr. J.W. Forman, Jr., P.E. From: Linda Lewis
Company: Coastal Science & Engineering Water Quality Section - Stormwater
FAX #: [phone] FAX [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 011002
Project Name: Morehead City Yacht Basin
MESSAGE:
Dear Bill:
The runoff that leaves the sand filter through the orifice must also -go through the vegetated filter. The plans show
the 6" pipe going straight to the catch basin to be released directly into the receiving stream. As we have discussed,
systems within 112 mile of SA waters may not discharge directly. ALL flows from the system must be directed into
a vegetated filter prior to release into the receiving stream. You will need to figure out a way to get the runoff from
the 6" pipe into the vegetated filter.
You still refer to and label the required vegetated filters as grassed swales on the plans. As previously indicated, the
vegetated filter is not simply a grassed swale to transport runoff from Point A to Point B. Please relabel.
The BMP design requirements indicate that the minimum orifice size from the sand filter must be 6". PIease provide
a minimum 6" orifice and calculations which demonstrate that the selected orifice will drain the sand filter within
24 hours.
S:1WQSlS'I'ORMWATIADDINF0120021011002.APR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Eadiey, Govemor Donna D. Mofftt, Director William G. Ross Jr., Secretary
October 22, 2001
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
O C T 2 4 2001
u--------------- _U VE
OCT Z 4 200,
Mr. Greg Thorpe, Acting DllDirector r V i S 1 O N OF
Division of Water Quality COASTAL MANAGEMENT
C
Doug Huggett �?"•��` i'•.~ .:k;,'}.
Major Permits Processing Coordinator_
CAMA/DREDGE & FILL Permit, Application Review
Morehead City Yacht Basin, Inc.
Project Location: Carteret County, adjacent to the Newport River on the northwest side of the US Hwy 70
high rise bridge from Morehead City to the Morehead/Beaufort Causeway, abutting the NC
SPA property to the west. The street address is 208 Arendeil.
Proposed Project: Proposes to reconstruct and expand an existing commercial marina known as the Morehead
City Yacht Basin, Inc.
Please indicate below your agency's position or viewpoint on the'proposed project and return this form by November
12, 2001. - If you have any questions regarding the proposed project, please contact Tere Barrett at [phone].
When appropriate, in-depth comments with supporting data'is requested.
REPLY: This agency has no objectiod 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.
SIGNED DATE
151-B Hwy. 24, Hestron Plaza"ll, Morehead City, North Carolina 28557
Phone: [phone] FAX: 252-247�33301 Internet http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycfed 110% Past Consumer Paper

Development Type
FEE
DCM %
DWQ %
04300 1601 4351 00093 1625 6253
(24300 1602 435100095 2341
i. Private, non-commercial
development that does not involve
$250
100% ($250)
0% (SO)
the filling or excavation of any
wetlands or open water areas:
IL Public or commercial development
that does not involve the filling or
$400
100% (S400)
0% ($0)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
arse of wetlands and/or open water
areas, determine if A. B, C, or D
below applies:
III(A). For Private, non-commercial
development. If General water Quality
$250
100% (S250)
0% (SO)
Certification No.3301 (see attached)
can be applied:
Ilt(B): For public or commercial
development, if General water Quality
S400
100%(S400)
0°/, (SO)
Certification NO.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
60% (S240)
40% ($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic Life:
III(D). If General Water Quality
Certification No. 3301 (see attached)
S400
60%(S240)
40% (S160)
can not be.applied:
l
IV, For development that involves
the filling and/or excavation of more
$475
60% (S285)
40% ($190)
than one acre of wetlands and/or
open water areas:
I

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Morehead City Yacht Basin, Inc., c/o Mr. William Vanderwall
2. LOCATION OF PROJECT SITE: Adjacent to the Newport River on the northwest side of the US Hwy
70 high rise bridge from Morehead City to the Morehead/Beaufort Causeway, abutting the NC SPA
property to the west. The street address is 208 Arendell.
Photo Index - 2000: #526, grids 9,10,11-P,Q,R 1995: #510, grids 12,13,14-H,I,J
1984: #1202, grids 15,16,17-N,O,P Rover #L072518A
State Plane Coordinates - X: 2690150-1691000 Y: 360150-361200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/31/00; 6/2000; 7/25/01
Was Applicant Present - Yes; Yes; No
5. PROCESSING PROCEDURE: Application Received - cc: 10/11/01
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP - Developed/Conservation
(B) AEC's Involved: CS, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal
Planned - Same
(F) Type of Structures: Existing - Ship's Store, Marina, Bulkhead, Parking
Planned - Expansion of same
(G) Estimated Annual Rate of Erosion: NIA
Source - NIA
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED INCORP
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
(C) Other - High Ground
4.3 acres
Shallow Bottom
9.8 acres
Open Water
5 acres
(D) Total Area Disturbed: 14.1 acres
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to reconstruct and expand an existing commercial
marina known as the Morehead City Yacht Basin, Inc.

Field Investigation Report
Morehead City Yacht Basin, Inc., c/o Mr. William Vanderwall
Page 02
9. NARRATIVE DESCRIPTION:
The applicant is Mr. William Vanderwall, doing business as The Morehead City Yacht Basin,
Inc., in the Town of Morehead City. The site is located adjacent to a channel of the Newport
River known as Calico Creek Channel, on the northwest side of the US Highway 70 high-rise
bridge over the Newport River. The property abuts the NC State Ports property to the west and
has a street address of 208 Arendell. This proposal is for the reconstruction and expansion of a
commercial marina, and is subject to SEPA requirements. An EA for the project has been
reviewed under the SEPA, and has cleared the State Clearinghouse.
The western half of this property has been developed in the existing manner for +50 years, and
consequently, the existing conditions are mostly that of a disturbed and impervious nature. The
width of the property was reduced with the widening of Highway 70, and consequently the entire
high ground of the property lies within the Coastal Shoreline AEC. The property is 1.03 acres in
size, and ranges from 5-7' above msl. The situation with the property line on the western is
somewhat strange, given to the fact that a business known as Sea Tow straddles the property line.
The applicant has recently purchased the eastern half of this property for the expansion of his
facility. Consequently, the newer portion has never been developed, and is largely undisturbed
and pervious in nature.
The high ground portion of the property from midway west is mostly asphalt, concrete, buildings,
and gravel. From midway east, there is a fringe of S artina alterniflora marsh, leading to a buffer
of shrub/scrub habitat, predominantly cedars and wax myrtles, and cleared vegetation within the
Department of Transportation Right of Way. At the western terminus of this portion of the
property, there has been. an attempt at stabilizing the shoreline where scouring has occurred
intersecting the bulkhead of the remainder of the property. This consists of concrete rubble. The
property west of this has been stabilized by bulkhead.
The existing marina consists of limited parking, a ship's store, two docks with fuel service, and 43
wet slips. The largest slips are 55' in length. The public trust incorporation associated with the
existing docking system is approximately 87, 400 square feet, or +2 acres. The current marina
policy is for daily, weekly, monthly, and yearly leases, with short term transient docking, and no
live-aboards. However, site inspections show evidence of live-aboards, such as canopies over the
docks with seating areas, picnic tables, and several grills and cookers. The area around the
existing marina has been historically excavated and maintained. This basin area extends to
approximately 60' east of the easternmost point of the docks. Water depths in this area range
from -5' to -8' nlw. The water depths adjacent to the newly purchased portion of the property
range from 0' to -2.6' nlw, and do not indicate past excavation. The application states that this
area was the main portion of the Calico Creek Channel prior to the filling that occurred for the
construction of the NC SPA facility. While this may be true, it does not indicate that the area was
excavated previously. The applicant supposes that this area was excavated in a mining effort for
material to fill the site of the NC SPA property. While this is logical, it is supposition. There is
no evidence that the eastern half of this site has been excavated, and consequently any dredge
request in this area must be considered in terms of new impacts. There is a 70' federal channel
within the Calico Creek Channel, terminating at the US Coast Guard facility to the west of the

Field investigation Report
Morehead City Yacht Basin, Inc., c/o Mr. William Vanderwall
Page 03
project site.
The Town of Morehead City Land Use Plan for the project area is Developed, with all AEC's
classified as Conservation. The DWQ classifies this portion of the Newport River as SC. The
Division of Health Services has closed the area to the taking of shellfish for consumption. The
area is not designated as a Primary Nursery by the DMF. Municipal water and sewer presently
service the site. The body of water at the project site is approximately 740' across. The zoning
classification for this area is Commercial Marina Downtown.
The proposal is for the redevelopment and expansion of this facility. The applicant proposes to
increase the impervious area within the Coastal Shoreline AEC to 43.7%, by placing marl, gravel,
and concrete to meet the town parking requirements of .5 spaces per slip. Submitted with the
document is an innovative stormwater design engineered to meet the intent of the 30% impervious
requirement in the AEC. This aspect of the proposal will result in 44 parking spaces, 9' x 18' in
size. The two existing docks will be removed, and four docks will take their place. Because the
configuration of the basin is essentially square, water access from the properties to the east and
west must be allowed. The application has submitted a riparian corridor design beginning at an
apex at the center of the basin, horizontally, and located waterward at a point on the federal
channel setback. This corridor is triangular, extending from the apex to the property lines on
either side at the nhw contour. The applicant has exploited the entirety of the corridor without
breaching the 15' setback from it.
The proposed docks are to be 10' in width, with the western dock extending 357', the dock to the
cast of this extending the farthest, 570', the next to the east extending 383', and the easternmost
extending 180' . There will be 41 finger docks extending from these 4 main docks, each 5' in
width. The lengths will vary from 50'-82', with 72 mooring pilings to supply a total of 78 slips.
These slips will support mixed type boats ranging from 50' to > 100'. The footprint of public
trust incorporation by the new proposal will be approximately 217,300 square feet, or ±5 acres.
The ends of the 3 main docks will all have a pumpout facility and fuel service. A new double
containment underground fuel storage tank is proposed under the parking lot, and is still being
reviewed by the Division of Waste Management.
The applicant proposes to maintenance excavate by hydraulic dredge the 7.63 acres of bottom
habitat to the west that has been historically maintained. This area currently averages —5' to —8'
nlw, and will be excavated to —5' at the bulkhead to —10' at the intersection with the federal
channel. Also proposed is the new excavation of the eastern side of the waterbody. This area is
approximately 2.17 acres in size, and presently sounds at 0' to —2.6' nlw. The same finished
contours apply. The excavation proposal will disturb 9.8 acres of bottom habitat, with 2.17 acres
of this being shallow bottom currently. The project will remove approximately 58,937 cubic
yards of material from the system, based on the submitted soundings. The bottom material has
been tested for placement in the NC SPA facility, and did not pass the required size analysis.
Bottom sediments consist primarily of fine silts, and proved in testing to contain years of marina
deposition making it oily. There is an area at the northeast point of the property indicated by
crosshatching. This does not represent an area destined for dredging, but the location of an oyster
bar. A minimum of 25' has been left undisturbed on the proposal between the marsh and the area
to be excavated. None of the area to be excavated involves wetlands, submerged vegetation, or

Field Investigation Report
Morehead City Yacht Basin, Inc., c/o Mr. William Vanderwall
Page 04
evidence of a shellfish resource.
The applicant has leased from the NC SPA the area to the immediate' east of the property for
temporary spoil placement. While the application states that this area is 4 acres in size, the
proposed plat shows it to be approximately 3.46 acres in size. Dike walls are to be constructed
with material hauled to the site. The walls are to have a 20' bottom width and a 2' top width,
with 3:1 side slopes. The walls will have a 5' inside height, with V designated as freeboard.
This leaves an inside spoil area of 2.2 acres, with a storage capacity of 14,356 cubic yards. The
influent pipe will enter the facility on the east side of the basin, with the effluent pipe entering the
creek to the north of the NC SPA property.
Stormwater and Sedimentation/Erosion Control Plans have not been submitted for this project, but
are known by the applicant to be necessary.
10. ANTICIPATED IMPACTS:
This site has been utilized for this same purpose for many years. The expansion proposal will
increase the public trust incorporation by the project from 2 acres to 5 acres, and the elimination
of shallow bottom habitat from 7.63 acres to 9.8 acres. The proposal will require the disturbance
of 9.8 acres of bottom area during the removal of 58,937 cubic yards of material. The connecting
water depths are sufficient to support the proposed depths. Turbidity can be expected during the
hydraulic excavation. The numbers of vessels using the facility will increase from 43 to 78, with
additional transient dockage along the 4 outer docks. Vessel sizes will also increase. A pumpout
will be made available, with ease- of access by availability in three locations. Fuel services
available in one site presently will be available in three locations. The spoil area is insufficient in
size for the amount of material to be placed there. There is approximately four times the material
destined for the spoil site than it can contain. While the applicant proposes to haul the material to
property east of Beaufort, this may not be a practical alternative. The material to be placed in the
spoil area is very fine and oily, and not conducive to drying quickly. The material would have to
be deposited, allowed to dry for weeks or months before removal, and re -deposited 3 or 4 times.
The cost of keeping a contractor mobilized for this period of time, or to re -mobilize several times
will be prohibitive. The potential then is for the applicant to push the envelope with regard to
filling the spoil area, causing a breach of the dike wall, or turbid material being dispensed through
the effluent pipe. The finished impervious area for the high ground portion of this project exceeds
that allowable. However, this has been mitigated by an innovative design stormwater plan for the
AEC. Assuming the system is installed and maintained, impacts should not be prohibitive.
Ingress and egress from this parking area is hazardous, due to the proximity of the parking area to
the highway and the bridge. While the location is unavoidable and the use exists currently, safety
is a consideration in the proposed expansion.
T. Barrett October 19, 2001 1NIorehead City

MARINA IMPROVEMENTS
MOREHEAD CITY YACHT BASIN
CARTERET COUNTY
PROJECT NARRATIVE OCT Z��1
June 8, 2001
Rev. October 5, 2001 „ ..
INTRODUCTION
The existing marina has been in operation in basically the same dock configuration since the 1950's. The
existing marina consists of 43 slips ranging from 35 feet to 60 feet, fuel facilities on the main dock, and a
Dock Master building with a small ships store, restroom, showers, and laundry facilities. The existing
building is being improved, but the size of the building will not be increased.
The project is located in Carteret County within the town limits of the Town of Morehead City on Calico
Creek on the Newport River Estuary (see sheet 1). The yacht basin is located between the U. S. Army
Reserve Basin facility and N. C. State Port Authority property on Highway 70 at the eastern end of
Morehead City (see sheet 2).
PROJECT DESCRIPTION
The project consists of the following elements:
• Demolition of existing docks and construction of fixed timber docks supported by piles and/or
floating docks anchored by concrete or steel guide piles.
• Replacement of 43 existing slips and construction of 35 additional slips. The new and replaced
slips will result in a total of 78 slips in the completed facility. The boat slips will be constructed to
accommodate boats from 50 to over 100 feet in length.
• Electric, communications and potable water utilities will be provided for each slip.
• Expansion of the fuel storage capacity and replacement of fueling facilities at several locations on
the new docks.
• installation of pumpout facilities will be added to the marina with'several service points on the
docks. Sewage from the pumpout facilities will be pumped to the Town of Morehead City
municipal sewer system.
Dredging of approximately 43,000 cubic yards of silt and fine sand from the marina basin to a
temporary confined disposal area on Port property adjacent to the site. Existing and proposed
bottom contours are shown on the dredging plan on sheet 7.
• Demolition of concrete walks to reduce impervious surfaces and construction of additional parking
areas to accommodate a total of 44 vehicles.
• Installation of stormwater treatment facilities to treat runoff from impervious areas in excess of the
30 percent allowed within the AEC.
The marina slips will be leased to boat owners on a daily, monthly and annual basis, and will also cater to
transient boats. Live -a -boards will not be permitted and there will be a closed head policy for boats using
the marina with the pumpout station available for use by occupants of the slips and other boaters using
the adjacent waterways.
Morehead City Yacht Basin Improvements June 8, 2001
Major CAMA Permit Application — Narrative Rev. 10/5/01
Page 1

OCT 0 8 2001
EXISTING CONDITIONS
The project area is located adjacent to the downtown area of the Town of Morehead City on lands owned
by the applicant, Morehead City Yacht Basin, Inc. The areas south and east and north of the marina
basin are densely developed industrial and military port facilities. The marina site is bounded on the
south by U. S. Highway 70 east. Relocation of the roadway in the 1960's reduced the size of the upland
areas at the marina.
The southern portion of the existing marina basin is bordered by approximately 620 linear feet of concrete
sheetpiie bulkhead. Elevations of the bulkhead cap and adjacent upland areas are generally 5.5 to 6.5
feet, NGVD (see sheet 5)
The onsite upland areas adjacent to the existing marina basin consist of concrete and asphalt paved
sidewalks, parking areas and decks at the Dockmaster building. Upland areas of the eastern half of the
southern margin of the site consist of a gravel parking area with the remainder grassed with small scrub
oaks along the edge of the marsh. All upland areas in the project site are in the Estuarine AEC, within 75
feet of the mean high water line.
PURPOSE AND NEED FOR THE PROJECT
The Morehead City Yacht Basin is one of the original marinas in the Morehead City area. The existing
docking facilities and structures are at least fifty years old, far beyond the economic life of such
structures. Land areas around the marina are currently used for heavy industrial waterfront and military
waterfront activities. The existing marina facilities are in poor condition and must be upgraded to make
the facility competitive with newer marinas in the Morehead City and Beaufort area. In order to make the
marina economically viable, additional slips must be added. Adding slips and upgrading existing marina
facilities is preferable to building new facilities in previously non -impacted areas. Historically, the
Morehead City Yacht Basin has catered to large boats transiting the Atlantic Intracoastal Waterway and
offshore Atlantic Ocean adjacent to Carteret County. The improvements proposed will permit the marina
to better serve this large boat clientele.
The project also includes replacement of fuel systems and installation of sewer pumpout facilities on the
docks. The Yacht Basin facilities are in an area where adjacent waterfront uses are heavy port industrial
and military waterfront activities. Upgrading the marina with modem docking facilities, fuel storage and
delivery systems, treatment of stormwater from upland impervious surfaces, and installation of sewer
pumpout facilities will reduce overall environmental impacts caused by the existing marina and prevent
additional impacts to other pristine coastal resources in Carteret County,
MARINA ALTERNATIVES
Alternatives to the proposed marina construction were considered.
A. Upland Marina Basin
Excavation of basin area for additional upland marina basin area outside the public trust waters is not a
viable option forthis project. No adjacent lands are available to accomplish this option.
B. Dry Storage Marina
The proposed project is expansion of an existing floating marina in a previously impacted area. There is
not adequate upland area for construction of a dry stack marina facility.
C. Replacement of 43 Slips, Construction of 35 Additional Slips, Dredging of 43,000 Cubic Yards.
Morehead City Yacht Basin Improvements June 8, 2001
Major CAMA Permit Application — Narrative Rev. 1015101
Page 2

OCT U 8 2001
The proposed project involves replacement of 43 existing slips and construction of 35additional slips.
The new and replaced slips together will represent a total slip count in the completed marina of 78 slips.
Sheet 6, the Project Site Plan, shows the proposed layout of the new marina facilities. The project also
involves dredging of 43,000 cubic yards of fine sand and silt to a temporary confined disposal area on N.
C. Port Authority property adjoining the marina. The project includes replacement of fuel systems and
installation of sewer pumpout facilities on the docks. The Yacht Basin facilities are in an area where
adjacent waterfront uses are heavy port industrial and military waterfront activities. Upgrading the marina
with modem docking facilities, fuel storage and delivery systems, treatment of stormwater from upland
impervious surfaces, and installation of sewer pumpout facilities will reduce overall environmental impacts
caused by the existing marina and prevent additional impacts to other pristine coastal resources in
Carteret County.
STORMWATER MANAGEMMENT
An innovative system is proposed for the site because the impervious area on site exceeds the 30
percent allowable within the AEC. Components of the system are shown on the Site Plan (sheet 6) and
details on sheet 10. Calculations for the system are attached.
MAINTENANCE DREDGING
The basin adjacent to the existing docks has been maintained by dredging. The remainder of the area to
be dredged has not been dredged recently. Evidence is provided with this application showing that the
area proposed for dredging has been maintained as a navigation channel in the past. Sheet 3, an old
oblique aerial photograph obtained from the N. C. Port Authority, shows that, before the relocation of
Highway 70 and construction of the filled port lands east of the site, the Calico Creek Channel alignment
went through the eastern half of the existing marina basin. The date of the photo is approximated as
1963 or before. It is believed that the eastern portion of the existing basin was excavated for fill of the
high ground N. C. Ports property east of the site. Sheet 4, a 1995 aerial photograph, shows the marina
and surrounding area as it is currently developed. Comparison of the two photographs shows that the old
channel went through what is now the Port property east of the site.
Samples of the material to be dredged were collected and analyzed to determine levels of contaminants
that might exist in the sediments. Bottom sediments are predominately fine sand and silts. Chemical and
sediment size analyses were performed for three core samples collected in the area to be dredged. The
three samples were combined into a single composite sample for chemical analysis. The tests were
performed in accordance with N. C. State Ports Authority, "Criteria for Evaluating Dredged Material
Proposed for Placement in the North Radio Island and Brandt Island Confined Disposal Facilities." A
copy of the chemical and sediment size analyses report is provided in Appendix A.
The project involves hydraulic dredging of 43,000 cubic yards of fine sand and silt and pumping to a
temporary confined disposal area. Dredged material will be pumped to a temporary containment area on
N.C. Port Authority property adjoining the east side of the marina. The land to be used as a temporary
dredged material disposal area is bordered on Calico Creek by riprap shore stabilization. The land is
currently undeveloped and consists of grassed and gravel surfaces. A soil dike 4 feet high will be
constructed on the Port property from material on the site and material hauled to the site from an offsite
borrow area. Any borrow material required for dike construction will come from Sea -Rise Mining and
Fanning, a permitted sand mine in Betty, North Carolina (east of Beaufort). The dewatered dredged
material will be mixed with the soil in the dikes and returned to the Sea Rise Mine where it will be used as
fill for open pits that the owner wishes to fill for farming and or resale as fill material for other uses.
Availability of the fill material for dike construction and of the Sea Rise site for disposal of dredged
material has been confirmed with the owner of Sea Rise Mining and Farming, Mr. Tommy Trevethan.
Morehead City Yacht Basin Improvements June 8, 2001
Major CAMA Permit Application — Narrative Rev. 10/5/01
Page 3

OCT 0 6 2001
Existing and proposed depth contours are shown on Sheet 7, the Dredging Plan. Cross -sections of the
marina basin showing before and after bottom profiles are shown on sheet 7A. Sheet 8 shows the
location of the temporary disposal area and the probable locations of slurry and outfall pipes to the
disposal area.
The N.C. Port Authority has agreed to lease the property adjacent to the marina for use as a temporary
disposal area. A letter from the N. C. Port Authority agreeing in principal to lease the property is attached
in Appendix B. A lease agreement has been developed and is currently being reviewed by the Port and
the applicant. A copy of the lease can be made available to the Division of Coastal Management upon
request.
METHODS OF CONSTRUCTION
Several marine construction techniques will be employed for completion of the project. The dredging
methods are described in the "Maintenance Dredging" section of this Narrative. Dock construction will
involve pile driving using both jetting and driving of piles. Pile materials will be a combination of treated
timber, square concrete and cylindrical steel, Pile driving will be done by barge -based pile driving
equipment. Floating docks will be of either concrete or timber construction with floatation provided by
either vinyl or concrete floatation units. Floating dock units will be factory fabricated and delivered to the
site ready for installation. No fabrication of floating docks will take place at the site. Fixed docks will be
fabricated entirely at the site of final location. Materials will be treated timber framing on treated timber
piles. Dock utilities will be fed from shore and enclosed in the fixed and floating docks. No utilities will be
buried in the marina bottom.
PROJECT SCHEDULE
After the required CAMA Major permit is obtained, construction of the project, including maintenance
dredging and dock construction, will require from six to nine months.
COMPLIANCE WITH TOWN OF MOREHEAD CITY ZONING AND CAMA LAND USE PLAN
Current zoning of the marina property by the Town of Morehead City is CMD, Commercial Marina
Downtown. Boat slips and fuel storage are a permitted use in the CMD zone. The Town of Morehead
City requires that open water marinas provide parking spaces on the ratio of 0.5 parking spaces per slip
plus employee spaces. The parking or the project meets that criteria. The proposed project will not
change the use or conflict with the current zoning of the upland land areas. The project is in compliance
with the zoning and CAMA Land Use Plan for the Town of Morehead City as updated and adopted on
May 28, 1999.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
Construction of the marina improvements will be done with private funds in the Public Trust Waters of the
State of North Carolina and will comply with the requirements of the State Environmental Policy Act. An
Environmental Assessment has been prepared, reviewed and accepted by the N. C. Division of Coastal
Management. The EA was submitted for Departmental Review on April 4, 2001, The applicant is
awaiting review comments as of the date of this application.
OWNERSHIP
The upland portions of the project site consist of two parcels owned by Thomas S. Wilson DIBIA
Morehead City Yacht Basin, Inc. Deeds for the parcels are provided in Appendix C.
Morehead City Yacht Basin Improvements June 8, 2001
Major CAMA Permit Application — Narrative Rev, 1015/01
Page 4

ocil 0 8 2001
ADJACENT PROPERTY OWNERS
N. C. Railroad Company
2809 Highwoods Blvd. Suite 100
Raleigh, NC 27604
919-954-7601
N. C. Department of Transportation
Division of Highways
209 South Glenburnie Road
New Bern, NC 28560
252-514-4716
Morehead City Yacht Basin Improvements
Major CAMA Permit Application — Narrative
Page 5
N. C. State Port Authority
2202 Bumette Blvd
Wilmington, NC 28401
910-763-1621
Edward F. Bagrowski
P. O. Box 3603
Morehead City, NC 28557
252-726-3846
June 8, 2001
Rev. 10/5101

r -in W cur _1yL
P . _�_.
be completed by all applicants)
0 C I Zoo I
APPLICANT
a. I Landowner:
C1
Town -of Morehead City
c.­ Street address or secondary road number " .-
208 Arendell St-, Highway 70
A Is ed 1. -4.4.1- 1• 1
Name, Morehead CityYacht Basin, Inc,
F&VFUZ WV1 x ". V traits or F al".L
_
jurisdiction? Yes No
Addr . ess -208 Arendell, Street
e.
Name of body of water nearest project (e.g. riv
Ci Morehead City State N.C.
tY
creek, sound, bay) 1\i wpn r t R j vp_ r
Zip 28557 Day Phone [phone]
3..
DESCREMON AND PLANNED USE
Fax
OF PROPOSED PROJECT
b. Authorized Agent:
Name J.W. Forman, .Tr ., P.E.
A.
List ail: development 'activities you propose (e.,
Coastal ScTe-nce& tngineerlNg,
PLLC
building a.bome, motel, marina, bulkhead, pier, ar
excavation and/or filling activities. (sFgrrati�
Addre_ss"­Ro4 Arpndell st'i eet,'.Ste. 1
*_-ma'ti'r!a dock demolition, --replacer
fue-storage, utilities, PUTTO-7--
l'
,.,.-Morehead City �N. C•
City. State - -
..dredging approx. 43,UUU C.Y.
storm water
28.5 . 57 252- 222-0976
_parking,and
-.addition of .35-s!!Ps = 7oTa7-75
Zip Day Phone
b.
Is the proposed activity maintenance of an existin
project, new work, or both? both
Fax [phone]
c.
Will the project be fbir public, private or commercia
use? ,-Private"'Commercial
'
c. Project name (if any) Marina- Improver�ents
Morehead City Yacht Basin,:......
d.
Give a brief description of purpose, use, methods o-
com=ctiob- 'add daily ''Operations' of proposec
NOTE:., Perrot will b, ix.--d in wm, of 16ndo er{,) mdlo,
project. If., more spare is needed, (lease. attach
(see narrat ve)
additiofial pages.
projecr name.
Purpose.: upgrade & expanfEiFcistir
q
marina. -
Use: private commerciai use.
2.' LOCATION OF PROPOSED
Methods of Cons trucEi.on., jiyclraul:'
.:. PROJECT
dredging, conventlonal 7a�trPn
construction me7ftoffs.
operations: no Z±ve-7budid.5,
Carteret
a. County
slips, fuel sales, pumpout faci-
proVided. I
Revised 031"

corm Vcm-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract upland - 1.03 ac .
b. Size of individual lot(s)
N/A
c. ' Approximate elevari n of tract above MHW. or
NWL 5 to 7 teet, MSL
d. SoiI e(s) and textures) of tract
ill materM
e. Vegetation on tract Grass and
coastal wet anal .`.
f. Man-made features now on tract Buildings,
concrete, asphalt, and'aravel
pavement: I-..
g.' 'What" -is' the -_ CAMA _Land Use plan land
classification of the site? (consult the ion! i=d use pi=.)
LConservadon Transitional
X� Developed Community
_...._ -.....Rural.. Other
h.-- How is the tract zoned by local government?
CMD. Commercial Marina Downtown
i. Is the proposed project consistent with the applicable
zoning? __4L Yes . No
(Attach Zoning cnmpLL=cc wrri=e, ijat1Pri=arJ
j. Has a. professional archaeological assessment been
done for the tract? Yes x_ No
If yes, by whom?
k. . Is ' the project located in 'a National Registered
Historic District or.- does - it involve a National
Register listed or eligible property?
. .. Yes - -. No
I... Are there wetlands on the site? Yes No
Coastal (marsh) _ x -- Other y
If yes,. has a delineation been conduct? go
(.mach doac,r,enmrion, if a EZ� bL-)
,- Avoidance to be implemented.
m.' Describe existing wastewater treaunent facilities.
- wn of Morehead City _
Sewer Facilities.
n. uDesQiSe" location and type of discharges Yto waters
of the state. (For example, surface runoff; -sanitary
wastewater,-- industrial/commercial effluent, '•wash
down" and residential discharges.) q u, r : o
run-off, boat wash -down in --
marina
o. Describe existing drinking water supply source.
.,Town of.Morehead..,City municipal
potable water system.
5. ADDITIONAL rNTORKMON
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
othef instrument under'wbich the applicant claims title
to the affected properties. if the applicant is not
claiming to ' be the owner of said. property, then
forward a copy'of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 112" by I V white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps: of
Engineers regarding that agency's use of larger
'drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed -to
guide agency personnel unfamiliar with the area to the
Rcrised 03/45

corm'DCM-MT-1
act- U 8 2001
tote. Include highway or secondary road (SR)
nmebers, landmarks, and the like.
° A Stormwater Certification, if one is necessary.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have rived 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. Upon signing this form, the applicant
further certifies that such notic has eenArovided.
(See Narrative for Elst�
Naive N.C. Dept. of Transportation
Address209 South en urnie Mi.
Phone New Bern,
N.C. ZU5bO
Name N.C. Railroad Company
Address 2809 Highwoods Blvd. Suite 100
Phone Raleig , N.C.
Name N.C. Port Authority
Address P.O. Box 220.2
Phone m�ng on,N.C. 28401
800-336-2405
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to _cover the costs of processing the
application.
° A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental PoLicy Act (N.C.G-S. 113A - I to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTMCAnON AND PERMISSI01
TO ENTER ON LAND
I understand that any permit issued in response to thi;
application will allow only the development described it
the application. 'Ile project will be subject to condition
and restrictions contained to the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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 Iands in
connection with evaluating information related to this
permit application and follow -tip monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
4L,
'ibis is the 8 day of 'J� , 19 Zan
Print Name J.N . t-or< AA
Signature
or Awhcrizzcd Agnu
Please indicate attachments pemi.ning to your proposed
project.
X DCM MP-2
Excavation and F01 Information
X DCM MP-3
Upland Development
DCM MP-4
Structures information
DCM MPS
Bridges and Culverts
X DCM MP-6
Marina Development
NOTE. Please sign and date each artachment in the
space provided at the borrom of each form.
400 copies of this public document were printed at a total cost of S52.48 or S .13 per copy.
Re.iscd 03/45

, VI iil.Ul ltii-iyl2'-L
EXCAVATION
AND FILL
Except bridges and culverts)
%mach this form to Joint Application for CAMA Major
'armit, Form DCM-MP-1. Be sure to complete all
.ther sections of the Joint Application that relate to this
�roposed project.
):scribe below the purpose of proposed excavation or
d activities. All values to be given in feet.
access
. h annel
`ALW) or (NWL)
anal
7asin
,.') a t
"gyp
ock
;coin
Jck
Ireakwate r
her
=zcludin�
ihon:line
ILIbdiucion)
A verag a Fiaal
Existing Project
Length Width Depth Depth
560
803
6.5
5'-1
',..`'�'<-
c r his
x,?�•,',"��'.= �'.`t y'
OCT (i La01
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards — 43 , 000 _cy
b. Type of material to be excavated fine sand
and silt
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SA Vs) or other wetlands? Yes �_ No
d. Highground excavation in cubic yards
400 c.y. for site wor
5000 c.y. off -site for dike
construction.
Z. DISPOSAL OF EXCAVATED
MATERUL
a. Location of disposal area N • C . Port Authority
property east of site.
b. Dimensions of dispos�i area 595 x 0
(app 4 ac es
c. Do you claim title to disposal area?
Yes X No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes_ No
If yes., where?
-�d 03/9S

e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
k v Yes X No
C. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization N/A
Bulkhead RiprWA
17. Length
N/A
Avera�e/�istance water -ward of NfHW or NWL
Maximum distance waterward of MH`W or NWL
— NZA _
Shoreline erosion during preceding 12 months
N/A
j$ource of irzfomlarion)
Type gAlkhead or riprap material
Amount of fill in cubic yards to be placed below
water level
(1) Riprap _ N/A
(2) Bulkhead backfill N/A
Type of fill material N/A
Source of Fill material _ W4
=. OTHER FILL ACTMTEES
(Excluding Shoreline Stabilization)
Will Fill material be brought to site?
Y_ Yes No
If yes,
(1) Amount of:.macerial to be placed in the
water: —n._
(2) Dimensions of fill area
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area ., r
(2) Purpose of fill N/A.
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? by s_It fencinct and
other erosion control measures as
required.
b. What type of construction equipment will be used
(for example, drag€ine, backhoe, or hydraulic
dredge)?
hydraulic 'dredge for dreaging
backhoe and earth moving equipment
for dike construction.
c. Will wetlands be crDssed in tra:Icoorting equipment
to project site? Yes k No
If yes, explain steps that will be taken to lessen
environmental impacts. N/r
MARINA IMPROVEMENTS
M{]_REHEAD CITY vnrHT RAcrU
Applicant or Pmject N
siguz r
6
.Iced 03/95

F6rm DCM-M:P-3
"LANI'm)"
DEV11'r-'14LOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings. facilities, units or
structures proposed NO new structures
b. Number of lots or parcels
l
c. Density (give the number of residential units and the
units per acre) N/A
d
e
f
Size of area to be graded, filled or disturbed
including roads, ditches, etc. 4.8 acres
fined dis osal area
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes XNo
If yes, date submitted W' ed.
List the, materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asphalt, marl
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
Pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. g 3, 7. % i n Af:C
rmper.vious
OCT 0 8 2001
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sews a disposal.
to Town of :•Sorehead t'y
sewer systerr,
j. Have the facilities described
received state or local approval?
(Anaeh appropriate docurneruation)
in Item i. above
yes
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
,ir,f �ce dun -off T
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
public system
in. Will water be impounded? Yes_ No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
MARINA IMPROVEMENTS
MOREHE:AD CITY YACHT BASIN
Appfi r Proj e
Sig %
De to
It ­ Sed 03/95

STR"UCTURES
(Construction within Public Trust Areas)
.Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial Community _ Private
(2) Number -4
(3) Length - 357' , 1572 353 ; /so ,'
(4) Width 10 '
(5) Finger Piers X Yas No
(i) Number 41
(ii) Length o f.
(iii) Width _ _5
(6) Plarform(s) Y:s No
(1) Number
(ii) Length
(iii) Width
(7) Number of slips proposed j. z ,_ '�1�w
(8) Proximity of structure to adjacent riparian
property lines 15 feet
(9) Width of water body _240
(10) Water depth at water v,•ard end of pier at
MLW or NWL 10 f= t MLW ( proposed)
7 Et existing
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length _NZA-- - - - -
(3) Width _VA -
Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length(s) N/A
d. Breakwater (e.g. wood, shettpile, etc.) N/A
(1) Length
(?) Average distance from MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands
OCT 6 8 2001
Mooring buoys N/A
(1) ___- Commercial ,__-Community _ Private
(2) Number N/A
(3) Description of buoy
(ColoNr,A inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy) to be placed beyond
shoreline _
Mooring structure (bcatlirt, mooring pilings, etc.)
(1) ` Commercial _Community _ Private
(2) Number Modring Piles - 72
(3) Length N/A
(4) Width N/A
Other(Give complete descnpnon)
N/A
MARINA IMPROVEMENTS
MOREHEAD CITY YACHT BASIN
Appii or Projec
sign
d/
Date
;r icc d 03+n;

Form DCNI-W-6
Rev /Z&/o,
M ARK I T1*#A'4T A
DEVEI.OPIVIENT
(Required for the mooring of more than 10 vessels)
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.
L MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how TAy are currently developed?
d. Check all of the types of services to be provided.
Full service, including travel 1 ift and/or rail
X _ Dockage, fuel, and marine supplies
X Dockage Cw.et slips") only
Number of slips 43ex, 319-Nt'I&J 78 Tcr-A-L—
`0- Dry storage
Number of boats
NSA Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
�^ Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boat, sail boats, mixed
typ,,) Mixed types , Large transient
oa s on serisona as zs
OCT 0 E 2001
g. Typical boat length _So to 100+ feet-
h. Maximum boat length
100}feet
i. Are any floating structures planned? Yes
If so describe floating docks W!tFi
fixed mooring piles an
gangways
2. MARINA OPERATIONS
a. Check each of the following sanitary_ facilities that
will be included in the proposed project.
X Office toilets
X Toilets for patrons
Number 2
,masters Bldg. (existiric
LoTion
Showers
_X Boai holdin�"tank u out
Type and location `pn a s with pumpi nc
to town sewer system
b. Describe treatment type and disposal location for all
sanitary wastewater. Town of Morehead C i t
Sewer and WW Treatment system
c. Describe the disMal of solid weste fishhoffa�ar�d.
trash disposal. Y own o More ea it
Solid Waste disposal system
d. How will overboard�y ct�fAetgascg)vaUnV,h,s
be controlled?
regulations, signs on docks. _
e
Give the location and number of
Discharge" signs proposed. 2 per
"No Sewage
dock
uevLwd 03195

Form DCht-NI-P-G
1�
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of ? H A
h. Give the number of channel markers and 'No
Wake" signs proposed. None
i. Give the Iocation of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. Fuel storage, in upland
underground tanks, double contained
piping and siphon protection on all
piping, underground and on docks.
J. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. r.arge :wain opening to deep
existing channel., dredged bottom
slopes to channel depth. _
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
q. Give the location and number of "Pumpout
Available" signs proposed. 2 per dock at
entrance and outermost extent of
each dock.
k. What will be the marina policy on overnight and
live -board dockage? No live -aboard
permitted for more than 72 hours.
Overnight transient dockage permitted.
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
Yes, dockage, fuel, restrooms,
showers, laundry, s ip s store.
n. How many slips are now available? 43
MARINA IMPROVEMENTS: Morehead Cit•
A.pp r Proj Yach asin
s
nice
Revised 03/95

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MARINA IMPROVEMENTS SHEET 1
VICINITY MAPS - _ -
MOREHEAD CITY YACHT BASIN, INC. Coostot Science & Engineering PLLC
CARTER ET COUNTY 60d <.c deal Sneer MorVhe d or,. µall, Co Uno 2655:
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