19890051 Ver 4_CAMA Application_20210716

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Major Modification
I. APPLICANT'S NAME Town of Carolina Beach Marina Renovation (Phase 4 & 5)
2. LOCATION OF PROJECT SITE: 110 Carl Winner Drive, adjacent to Carolina Beach Yacht Basin, in
Carolina Beach, New Hanover County.
Latitude: 34°02'11.93" N Longitude: 77°53'33.27" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 3/24/21
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 3/22/2021
401 WQC Pre -File Date - 6/8/2021
DCM Complete - 7/2/2021
Day 30 for Pre -File - 7/8/2021
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Carolina Beach
Land Classification From LUP - Marina Mixed Use, Commercial 1 and Conservation
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal
Planned - N/A
(F) Type of Structures: Existing - Municipal Marina facility incl. bulkhead and docking system.
Planned - New bulkhead, reconfiguration of existing docking facility,
additional slips, new sidewalks and excavation within the footprint of the
existing marina in the Carolina Beach Yacht Basin (Phases 4 and 5).
Source - N/A
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED
FILLED
OTHER
(A) Coastal Wetlands
(B) Open water
-35,288 sq. ft.
(basin)
3,000 sq. ft.
-8,534 sq. ft.
(shaded)
(C) Other (Highground)
-72,192 sq. ft.
(disturbed)
(D) Total Area Disturbed: -119,014 sq. ft. (2.7 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to excavate and renovate the southern and eastern
portions of an existing municipal marina facility including replacement and relocation of all fixed and
floating docks, replacement of sidewalks, and installation of a new bulkhead within the Carolina Beach
Yacht Basin. The marina will have a total of 31 formalized boat slips and 3 transient slips.

Town of Carolina Beach Marina Renovation (Phase 4 and 5)
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 110 Carl Winner Drive, adjacent to the Carolina Beach Yacht Basin, in
Carolina Beach, New Hanover County. To locate the project site from the WiRO take US-132 S/ S.
College Rd. for approximately 7 miles. Continue on US-421 S/Carolina beach Rd for an additional 7
miles to the Snows Cut Bridge that leads into Carolina Beach. Turn left onto Carl Winner Drive in
approximately 1 mile. The project site will be located on the left-hand side of the road directly behind
Fins Island Buffet and Grill. The property is surrounded by commercial development.
The property is located at the end of the Carolina Beach Yacht Basin and extends along the western,
southern and eastern ends of the basin. The basin is approximately 262 ft. wide in this area. The high
ground portion of the property is developed into a gravel parking lot and wooden boardwalks extend
around the entire municipal marina. The shoreline is stabilized by an old wooden bulkhead on the
eastern and southern sides and a new bulkhead on the western and southwestern sides. Upland
vegetation consists of sparse lawn grass. The property is approximately 3 acres in size and has an
average elevation of approximately 4 feet above mean sea level. The entire project site has
approximately 971 linear feet of shoreline frontage. There are no Coastal or "404" type wetlands
located on or adjacent to the proposed project area. This portion of Carolina Beach experiences a high
volume of tourism during the summer months as most of the commercial fishing fleet is located within
the basin. The USAGE Federal Channel extends throughout the Yacht Basin with an authorized depth
of -6 ft. NAD83. The marina has numerous floating docks and finger piers in need of repair. Some of
the boat slips are only accessible with ladders. The property currently provides dockage for 38 slips
with 5 large slips for head boats.
Numerous General Permits have been issued since 2006 to replace floating docks within existing slips,
to reconfigure slips, add mooring pilings and add fixed pier sections. State Permit No. 81-09 was issued
on July 10, 2009 via express permitting for installation of 4 transient boat slips including floating docks,
finger piers and a boatlift in the southwestern corner of the marina. This permit expired on June 23,
2014. Existing water dependent structures include a new steel bulkhead on the west and southwest
side of the basin, existing failing wooden bulkhead along the southern and east sides of the basin and a
series of both fixed and floating docks. The western bulkhead and a portion of the southern bulkhead
have been replaced with new steel bulkheads under GP 67113D, which was issued on December 19,
2016 and GP 69390D, which was issued on August 23, 2017 and re -issued on January 3, 2018. Minor
Permit No. CB 16-23 was issued on January 10, 2017 authorizing the construction of a 10 ft. wide
sidewalk landward of the new bulkhead along the western side of the marina. State permit number 86-
18 was originally issued on August 10, 2018 for the excavation and renovation of the western portion of
the existing municipal marina, including the replacement and relocation of all fixed and floating docks.
State number 86-18 was issued as Phase 3 of a 5-phase project designed to continue improvements to
the facility overtime. The work for phases 1 and 2 was completed under CAMA emergency general
permits issued in 2016 and 2017. A minor modification was issued May 8, 2019 for outfall replacement
and bulkhead repair. State permit 86-18 is due to expire on December 31, 2022.
The Town of Carolina Beach Land Use Plan classifies the adjacent waters and high ground area as
Marina Mixed Use and Commercial 1 and the water portions as Conservation. This area has been
designated as urban waterfront. There are no known archaeological sites located in the project vicinity.
The waters of the Yacht Basin are classified SB by the Division of Water Resources. They are NOT
designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are
CLOSED to the harvest of shellfish.

Town of Carolina Beach Marina Renovation (Phase 4 & 5)
Page 3
10. PROPOSED PROJECT:
The applicant proposes to excavate and renovate the southern and eastern portions of an existing
municipal marina facility including replacement and relocation of all fixed and floating docks,
replacement of sidewalks, and installation of new bulkhead within the Carolina Beach Yacht Basin. The
marina will have a total of 31 formalized boat slips and 3 transient slips.
According to the applicant, Phases 4 and 5 will consist of reconfiguring the southern and eastern side
of the old docking facility with new floating docks, finger piers and fixed platforms for a total of 22
formalized slips on the southern and eastern side with 3 transient slips on the western side. The marina
will have a total of 34 boat slips. Beginning on the southwest corner of the parcel a platform measuring
20ft. in length by 10 ft. in width will provide access via a ramp to a floating dock measuring 180 ft. long
and ranging in width from 6 ft. to 15 ft. wide running parallel to the bulkhead. Five finger piers
measuring 42 ft. long by 6ft wide extend perpendicular to the bulkhead providing docking space to slips
1-S through 8-S. An additional access ramp extends to a fixed platform 20 ft. long by 20 ft. wide in the
southeastern corner of the basin. This platform provides additional access via ramp to a floating dock
running parallel to the eastern bulkhead measuring 332 ft. long and ranging in width from 8 ft. to 16 ft.
wide. Four finger piers measuring 24 ft. long by 6 ft. wide extend perpendicular to the bulkhead
providing docking space to slips 1-E through 10-E. Landward of slip 5-E an additional 10ft. long by 7ft.
wide fixed platform provides additional access from the high ground via ramp. Three additional finger
piers measuring 34 ft. long by 6 ft. wide, 38 ft. long by 6 ft. wide, and 22 ft. long by 6 ft. wide provide
access to slips 11-E through 14-E. The docking facility terminates 17 ft. from the adjacent riparian
corridor. An access ramp leads back to the high ground to an existing wooden platform in the northeast
corner (see Drawing S1.0 and narrative). The western side of the marina has been reconfigured under
Phase 3 of this development as previously permitted. According to the applicant, a total of 29 new
pilings will be installed, 17 of these are tie pilings. Temporary pilings may be required for boats that
need to be relocated during construction and the Town of Carolina Beach will coordinate with DCM.
The application states that there are no fuel dispensing operations on site and there will not be
overnight or live -aboard dockage allowed. The application also states that no new structures will be
installed past the USACE Federal Channel setback.
Replacement of the southern and eastern bulkhead will be an average of 3.75 ft. waterward of the
existing wall will result in the filling of 3,000 square ft. of estuarine and public trust waters. A bulkhead
measuring approximately 415 linear feet would be installed on the east side and a bulkhead measuring
approximately 260 linear feet would be installed on the south side. The proposed bulkhead will tie into
the existing bulkhead. The applicant states that 3,000 sq. ft. of clean sand as backfill material will be
brought onsite. Six existing ouffalls, two on the southern and four on the eastern side, will be expanded
through the new bulkhead (see sheet C3)_
The applicant also proposes to excavate the southern and eastern portion of the existing marina basin
with either long reach excavation, bucket to barge or hydraulic methodology, including areas within the
Federally maintained channel. According to the applicant, the southern and eastern sides of the basin
located adjacent to the bulkhead would be dredged via a long -reach excavator. The remaining
proposed excavation will be done either hydraulically or with bucket to barge methodology. A floating
turbidity curtain is proposed during any bucket to barge excavation (for a detailed depiction of the
proposed dredge footprint and existing water depths, please refer to sheet 2 and 3 of 4).
Approximately 6,095 cubic yards of material would be excavated from the basin in an area measuring
approximately 190 ft. long by 85 ft. along the southern side and approximately 300 ft. long by 100ft
along the eastern side (See Sheet 2 of 4). Water depths in the vicinity of the project average
approximately -8 ft_ NAVD88 and range from -4 ft. to -10 ft. The applicant intends to excavate to a final
depth of approximately -11 ft. NAVD88 (at MLW) and the applicant states that this will conform with the
existing entrance channel depths. NOTE: The Federal Channel is authorized for excavation to a
depth of- 8 ft. NAD83 (6 ft. plus 2 ft. overdredge allowance) in this area, but existing depths
have been confirmed by the USACE to be - 10 ft. to -12 ft. The applicant has not provided a dredge

Town of Carolina Beach Marina Renovation (Phase 4 & 5)
Page 4
disposal location at this time, but the application states that they will identify a location for spoil and
negotiate a consent agreement with the property owner prior to commencing any dredge operation.
Lastly, proposed upland development consists of 5,361 square feet of impervious sidewalk which will
be over existing impervious surface on the southern and eastern upland side of the property including a
12 ft. wide by 240 ft. long concrete walkway, 5 ft. wide by 150 ft. long sidewalk and construction of 20 ft_
long by 20 ft. wide building in the previous building footprint. In addition, approximately 2,800 square
feet of an existing 350' of 8' wide timber board walk will be replaced with either slatted timber or hog
slat. 17,267 square feet of existing street asphalt is proposed for replacement. The applicant proposes
to expand the previous grass area from 8,277 sq. ft. to 10,912 sq. ft. (See Drawing C3). Note: This
area has historically been designated as Urban Waterfront.
11. ANTICIPATED IMPACTS:
The proposed floating docks would incorporate approximately 8,534 sq. ft. of open water within the
applicant's area of riparian access and within '/4 of the width of the waterbody. The proposed
maintenance dredging would disturb approximately 35,288 sq. ft. of bottom substrate, a portion of
which is within the Federally maintained channel. The 35,288 sq. ft. of spoil will be placed on an upland
location that is to be determined. The proposed bulkhead would result in the filling of approximately
3,000 sq. ft. of open water. Approximately 36,904 sq. ft. of high ground will be disturbed on site,
however, most of the disturbance is within the existing footprint. The applicant proposes 2,131 sq. ft. of
new impervious sidewalk, bringing the total impervious up to 23,028 sq. ft. The applicant proposes the
creation of 2,635 sq. ft. of new pervious, bringing the total pervious 10,912 sq. ft. within a designated
Urban Waterfront Area.The proposed reconfiguration will not encroach into the 15 ft. adjacent riparian
setback on either side. Minor increases in turbidity should be expected during construction and a
turbidity curtain will be utilized during any bucket to barge excavation; however no long-term adverse
impacts are anticipated.
Submitted by: Bryan Hall
Date: 7/15/2021 Office: Wilmington

,/\\,/
ARDURRA
COLLABORATE. INNOVATE. CREATE.
March 22, 2021
Mrs. Tara MacPherson
NCDEQ — DCM — Wilmington Office
127 Cardinal Dr Extension
Wilmington, NC 28405
Re: Town of Carolina Beach Marina Renovation
CAMA Major Permit Modification — PERMIT No 86-18
Carolina Beach, NC
ARDURRA Group North Carolina is pleased to submit herein our request for a Modification to the
Existing CAMA Major Permit No. 86-18 as an authorized agent for the Town of Carolina Beach.
The Town of Carolina Beach is in the process of undertaking a capital project to renovate the
remainder of the Town's Commercial Marina located at 110 Carl Winner Drive, which was
damaged during Hurricane Florence. The scope of work outlined within this Major Modification
to Permit 86-18 was described within the original Permit Package as Phases IV and V but was not
permitted at that time. This modification seeks to obtain a CAMA Permit for the final phases of
the Marina Rehabilitation and Upfit.
PROJECT SITE BACKGROUND:
As indicated in the original Permit Application, the history of the Town of Carolina Beach Boat
Basin can be dated back to 1939 when the USACE indicates that bulkheads, wharf, and mooring
improvements were made to the marina. Based on historical aerial photographs, the Carolina
Beach Town Marina has been utilized as a commercial marina since 1966 and has functioned in
its current arrangement since 1981. In the 1981 photo, the Marina is bound on the East, West and
South Sides by sheet pile retaining wall with a timber relieving platform located along the
southern wall.
Ardurra Group North Carolina
3809 Peachtree Avenue, Suite 102 ` Wilmington, NC 28403 I 910.397.2929 I www.ardurra.com

March 22, 2021
Page 2
The transient dock facility was constructed in 2010 in the south-east corner of the marina.
In 2017, the western portion of the marina renovation was begun to repair damage sustained
during Hurricane Matthew. These repairs included the installation of 235' of new steel sheet pile
retaining wall under two CAMA General Permits. This revitalization effort was continued in 2018
and included new floating docks for nine (9) slips, a new pump out station, and dredging along
the western side of the marina, all of which was completed under CAMA Permit 86-18.
PERMIT HISTORY:
1, December 19, 2016 — DCM issued a General CAMA Permit for emergency repair to the
southern portion of the western bulkhead.
2. August 23, 2017 — DCM issued a General CAMA Permit for emergency repair to the
northern portion of the western bulkhead. This permit was approved with the project as
an Urban Waterfront Designation.
3. January 3, 2018 — DCM issued a General CAMA Permit for the same work identified in item
2 above due to the permit expiring. This permit was approved with the project as an Urban
Waterfront Designation.
4. August 10, 2018 — DCM issued a CAMA Major Permit (No. 86-18) for the western slips,
pump out and dredging of the western side.
5. May 8, 2019 — DCM issued a minor modification to Permit 86-18 for the repair of the
elevated timber deck, wall repair, and stormwater pipe repair in the northeastern corner
of the basin.
EXISTING CONDITIONS:
Water Structures & Docks
Currently, the south and eastern walls of the marina are supported by anchored timber navy style
walls that were damaged by Hurricane Florence or were are otherwise in significant disrepair. The
eastern wall generates a significant concern for the Town due to its proximity to Canal Drive and
the underground utilities located withiri that rnariway_
The eastern thirteen (13) slips are accessed directly from the timber boardwalk along East Canal
Drive by means of timber access ladders to small, elevated timber finger piers. The stern section
of each commercial slip is marked by signage for the charter vessel and have an existing
approximate water depth of -8' +/-.
The southern six (6) were historically utilized for larger head boats and access to the vessels is by
means of an approximately 12' wide elevated timber board walk / relieving platform. The board
walk also housed a ticket booth and signage for each vessel, The average water depth at the
exiting boat slips is approximately -10' +/-.

March 22, 2021
Page 3
Upland Area
The area immediately behind the eastern sheet pile wall is a timber board walk that is in significant
need of repair and currently has sections that are out of compliance with regards to ADA. The
boardwalk serves as a pedestrian walkway running along Canal Drive, which is a two-lane roadway
that serves as one of two means of access to the north end of Carolina Beach. Due to the partial
wall failure during Hurricane Florence, a section of the roadway has developed significant cracking
of the traffic ware surface and movement of the sub -base and will require replacement. All of the
above is within the 30' AEC setback. Total percentage of existing impervious area within the AEC
setback along the eastern wall is 80%.
The area immediately behind the southern sheet pile wall is comprised of a 12' wide gravel access
road used for EMS/Fire and delivery vehicles to the larger vessels. Beyond the access road, the
area is a grass island / park space with stamped concrete sidewalks, several areas of plantings, a
flagpole, and an existing pump out station. Per information from town records, the access road
and a portion of the park are in the approximate location of the original alignment of Carl Winner
Drive. As such, critical underground utilities for the northern end of Carolina Beach run within this
area. Total percentage of existing impervious area within the AEC setback along the southern wall
is 50%.
Stormwater Management
Currently, stormwater within the area of the eastern and southern sections of the marina is
handled by a combination of catch basins with discharge pipes and sheet flow into the marina.
The stormwater along the eastern side of the marina is collected into catch basins along Canal
Drive on the east and discharged into the marina by four (4) stormwater pipes. The stormwater
along the southern side of the marina is collected into catch basin along Carl Winner Dr and
discharged by three (3) stormwater pipes into the marina.
PROPOSED MODIFICATIONS
The modifications proposed in this Major Permit Modification include the following
improvements, which are in compliance with Town of Carolina Beach Planning and Zoning
requirements, and the Town requests that the project be considered under the designation of
Urban Water Front per 15A NCAC 07H.0209 part (g):
West Side
• Replace one of the existing, permitted, slips with a floating kayak launch.
• Permit three (3) transient / day slips to be located in the southwest corner of the boat
basin as defined in the attached permit documents as slips 10-W thru 12-W.

fskve/
South Side
March 22, 2021
Page 4
• Replace 260 linear feet of timber sheet pile retaining wall with new anchored steel sheet
pile retaining wall located approximately 3' outboard of the existing wall. This will tie into
the existing steel sheet pile wall in the southwest corner of the marina.
• Remove the existing elevated timber reliving platform.
• Provide a layout for four (4) commercial slips designated and four (4) transient slips
designated 1-S thru 8-S.
• Provide ADA access to the slips by means of two elevated timber access platforms
supporting aluminum gangways that will access the new 10' wide main floating dock. Each
pair of slips will be provided access by means of 6' wide floating finger piers.
• The western most access platform is proposed to be a 200 SF observation/unloading
platform with an ADA viewing station to provide northern views of the marina and the
Myrtle Grove Sound.
• Provide midship breasting and spring line piles for each slip. All new piles will be outside
of the USACE setback line. Four (4) existing piles are located within the setback line and
will remain in place and will continue to be used as spring piles.
• The upland area is defined as the contractor laydown yard and is shown within the
proposed Erosion and Control Plan. This area will be reconstructed in a similar manner
and for similar use as current conditions, with the percentage of impervious surfaces within
the AEC to be equal to or less than currently defined.
• Provide a code complaint handrail along the length of the boat basin that will be
supported by the concrete cap of the sheet pile system.
• Provide flood check valves on the stormwater discharge pipes within the southern wall.
• Provide commercial signage and "fish boards" for each vessel. These will be incorporated
into the hand rail design to allow for a clean, uniform look.
• Complete minor road modifications to reclaim approximately 600 SF of impervious road
surface to pervious grass/park area outside of the AEC setback.
• Provide a new 20' x 20' information building/kiosk for the commercial harbor that will be
located outside of the AEC set back.
East Side
• Replace 421 linear feet of timber sheet pile retaining wall with new anchored steel sheet
pile retaining wall located approximately 3' outboard of the existing wall.
• Provide a layout for fourteen (14) commercial slips designated as 1 E thru 14E.
• Provide ADA access to the slips by means of three elevated timber access platforms
supporting aluminum gangways that will access the new 8' wide main floating docks. Each
pair of slips will be provided access by means of 6' wide floating finger piers.

March 22, 2021
Page 5
• The southernmost access platform is a proposed replacement if an existing 400 SF
observation platform. The new platform will be of the same footprint and will have ADA
viewing stations to provide westward and southern views of the marina.
• Provide spring line and midship breasting piles for each slip. All piles will be outside of
the USACE setback line.
• The existing timber board walk is proposed to be replaced with elevated concrete "hog -
slat" sidewalk structure supported by a low capacity pile system. The use of the "hog -slat"
is proposed to maintain the sidewalk / board walk area as pervious.
• Provide a code complaint handrail along the length of the boat basin that will be
supported by the concrete cap of the sheet pile system.
• Due to the roadway damage, the town is proposing to remove and replace the roadway
along Canal Drive within the vicinity of the project.
• Complete the repairs to the elevated wooden platform and stormwater discharge located
in the northeastern corner of the basin as identified and approved in the minor
modification to permit 86-18.
• Provide commercial signage and "fish boards" for each vessel. These will be incorporated
into the hand rail design to allow for a clean, uniform look.
Dredging
Approximately 6,095 CY of material is proposed to be removed from the southern slip and eastern
slip area that would bring the total proposed for the marina to approximately 11,605 CY. The
current water depths within the proposed dredge area vary from -4' to -10'. The sheet pile
retaining walls will be designed for a maximum proposed dredge depth of -11'. Dredging will be
completed by either "bucket to barge" mechanical dredge or hydraulic dredge. The town will
identify a location for spoil and negotiate a consent agreement with the property prior to
commencing any dredge operation.
Environmental Protection During Construction
A floating turbidity curtain will be used during all phases of the bulkhead replacement and
construction. In addition, sedimentation and erosion control devices will be required for high
ground work during construction. Total disturbed area on the high ground is approximately 0.9
acres.
SUMMARY:
The Town of Carolina Beach Commercial Marina has been in operation for nearly a decade, and
the proposed repair, replacements, and improvements are necessary for the marina to continue
to provide commercial water access for charter captains and their guests. The project is proposed
to be completed as a single project as outlined within the narrative and the attached permit
documents. The Town views DCM as an important stakeholder in the project and will coordinate

March 22, 2021
Page 6
with DCM throughout the construction process. We respectfully request review and approval of
this Major Modification to CAMA Major Permit 86-18.
As the authorized agent for the Town of Carolina Beach, we hereby certifies that all information
contained herein is true, accurate, and complete to the best of my knowledge and belief. And
we respectfully requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
Respectfully Submitted,
Mark F. Weiss, PE
Structural Group Leader
RECEIV
R 2 1 202

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Town of Carolina Beach
Project Name (if applicable)
Town of Carolina Beach Marina Renovation
Applicant 1: First Name
Bruce
MI
Last Name
Oakley
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1121 N Lake Park Blvd
PO Box
City
Carolina Beach
State
NC
ZIP
28428
Country
USA
Phone No.
910 - 458 -2999 ext.
FAX No.
910 -458
- 2997
Street Address (if different from above)
City
State
ZIP
Email
bruce.oakley(7carolinabeach.org
2. Agent/Contractor Information
Business Name
Ardurra Group North Carolina
Agent/ Contractor 1: First Name
Mark
MI
F.
Last Name
Weiss
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
3809 Peachtree Ave, Suite 102
PO Box
City
Wilmington
State
NC
ZIP
28403
Phone No. 1
910 - 397 - 2929 ext.
Phone No. 2
910 -239 -2518 ext.
FAX No.
910-397-2971
Contractor #
Engineering Firm #F-0113
Street Address (if different from above)
City
State
ZIP
Email
mark.weiss[iardurra.com
.cForm continues on back>
252-808-2808 .. 1-888-4RCOAST www.nccoastalmanagement.net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
New Hanover
Subdivision Name
N/A
Phone No.
ext.
Street Address
110 Carl Winner Drive
a. In which NC river basin is the project located?
Cape Fear
City
Carolina Beach
c. Is the water body identified in (b) above, natural or manmade?
❑ Natural ['Manmade ®Unknown
e. Is proposed work within city limits or planning jurisdiction?
® Yes ❑No
4. Site Description
a. Total length of shoreline on the tract (ft.)
680 (This modification)
c. Size of individual lot(s)
N/A,
(If many lot sizes, please attach additional page with a list)
State
NC
State Rd. #
Zip
2842a
Lot No.(s) (if many, attach additional page with list)
b. Name of body of water nearest to proposed project
Carolina Beach Yacht Basin
d. Name the closest major water body to the proposed project site.
Myrtle Grove Sound
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Town of Carolina Beach
b. Size of entire tract (sq.ft.)
N/A
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
7' ❑NHW or ®NWL
e. Vegetation on tract
Grass on south side of marina basin along Carl Winer Drive
f. Man-made features and uses now on tract
Marina basin is flanked by existing bulkheads. Steel bulkheads and floating docks were installed along the west side of basin in 2018 under
Permit 86-18. Timber bulkheads still exist on all remaining sides. Timber piles, timber fixed docks, and timber floating docks delineate the
slips in the basin. Commercial fishing boats utilize slips on all sides of the basin.
g. Identify and describe the existing land uses adiacent to the proposed project site.
At the northwest comer of the basin is a seafood restaurant with parking. Along the west side of the manna is parking for the marina. Bordering the marina on the
south side is a small park and Carl Winner Drive beyond. Canal Drive borders the site to the east. Adjacent to the northeast corner of the basin is another restaurant.
h. How does local government zone the tract?
MB-1-Marina
i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j_ Is the proposed activity part of an urban waterfront redevelopment proposal?
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy.
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a
National Register listed or eligible property?
®Yes ❑No
❑Yes No DNA
DYes No DNA
<Form continues on next pages
252-808-2808 -;i .1,-888-4RCOAST ;, www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? • Yes in No
(ii) Are there coastal wetlands on the site? ❑Yes No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ■ Yes ■ No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There are sewer pumpout stations on the west and south sides of the marina.
o. Describe existing drinking water supply source.
Town -supplied potable water services are located at various locations around the basin to serve marina users.
p. Describe existing storm water management or treatment systems.
Multiple city stormwater pipes outfall into the marina basin.
5. Activities and impacts
a. Will the project be for commercial, public, or private use? • Commercial ► A Public/Government
■ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Carolina Beach Marina has 31 boat slips used primarily by charter boats and head boats.
Boats leave and enter the yacht basin daily.
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.
Bulkheads will be steel sheet piling installed with vibratory or impact equipment. A concrete cap will be formed and poured. Handrails will be mounted to
the cap. Platform landings at the top of the gangways will be built on site with pressure treated timber. Gangways will be prefabricated aluminum including
hand rails. Fixed and floating docks wit be timber. Guide piles, mooring piles, and berthing piles will all be pressure treated timber driven with vibratory or
impact equipment. The basin will be dredged by long -reach excavator or bucket and barge.
d. List all development activities you propose.
Replace bulkheads, piles, and fixed and floating docks. Concrete sidewalk will replace current gravel around southern portion of the marina
basin. Concrete "hog slat" will be used to replace the existing timber boardwalk on the east side of the basin. Marina basin will be dredged.
Dredging of marina basin will be performed by bucket and barge or hydraulic dredge. Spoils will be disposed of either at the Town's leased
Waste Water Disposal site at the Military Ocean Terminal Sunny Point (MOTSU) or other permitted and certified disposal facilities chosen by
Contractor.
e. Are the proposed activities maintenance of an existing project, new work, or both?
Maintenance of an existing facility.
f. What is the approximate total disturbed land area resulting from the proposed project? 0.8 • Sq.Ft or :i Acres
g. Will the proposed project encroach on any public easement, public accessway or other area • Yes :.4 No • NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Multiple city stormwater pipes outfall into the marina basin.
i. Will wastewater or stormwater be discharged into a wetland? •Yes e No • NA
If yes, will this discharged water be of the same salinity as the receiving water? ■ Yes ❑No C 4 NA
j. Is there any mitigation proposed? • Yes ■ No :I NA
If yes, attach a mit ation proposal.
.cForm continues on backer
252-808-2808 1-888-4RCOAST www.nccoastalmanagement.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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 properly 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.
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 Noelle Holdings LLC & Stoked on the Water LLC
Address 5231 lvlasonboro Harbour Dr, Wilmington, NC 28409
Phone No.
Name The Ice Plant LLC
Address 1404 Hedgelawn Way, Raleigh, NC 27615
Phone No. 919-424-7101
Name
Address
Phone No.
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
General CAMA Permit for emergency repairs #67113 - December 19, 2016
General CAMA Permit for emergency repairs #69390- August 23, 2017
General CAMA Permit for emergency repairs due to expiration of #69390 above - January 3, 2018
CAMA Major Permit (86-18) - August 10, 2018
Minor modificatron Permit to Permit 86-18 - May 8, 2019
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.
Date /Li I z Print Name H-4 AQiL
Signature
Please indicate application attachments pertaining to your proposed project.
DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
❑DCM MP-5 Bridges and Culverts
APR 2 1 2021
252-808-2�8�0g8� qq•�•f [51p-f8811-4RCOAST ;; www.nccoastalmanagernent.net
DCM V YILMING 1 cV �

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 supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet_
Access
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
382'
Width
190.6'
Avg. Existing
Depth
8.5'
NA
NA
Final Project
Depth
- 11'
NA
NA
1. EXCAVATION
El This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
6,095 CY
Sand and sediment
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ZNone
(ii) Describe the purpose of the excavation in these areas:
To provide clearance from bottom of marina for boats.
N/A
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
Contractor -provided, permitted disposal location. Agreement or consent
agreement to be in place before dredging begins.
c. (i) Do you claim title to disposal area?
❑Yes No DNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
To safely dispose of waste sediment in appropriate area.
b.
Dimensions of disposal area.
Will be provided once location is selected.
d. (i) Will a disposal area be available for future maintenance?
DYes No DNA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ®No DNA
(ii) If yes, how much water area is affected?
RECEIVED
MAY 07 2021
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaqement.net revised: 12126/06

Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures)
❑ This section not applicable
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ['Other:
c. Average distance waterward of NHW or NWL:
3.75'
e. Type of stabilization material:
P777 Steel Sheet Pile x 30' 0" (Epoxy Coat Upper 20')
g-
Number of square feet of fill to be placed below water level.
Bulkhead backfill 3.000 SF Riprap
Break-water/Sill Other
i_ Source of fill material.
Permitted borrow site
b. Length: 415' (east side); 260' (south side)
Width: 22"
d. Maximum distance waterward of NHW or NWL: 4.31'
f. (i) Has there been shoreline erosion during preceding 12
months?
['Yes ®No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Clean sand and drainage stone
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
Z This section not applicable
a.
(I) Will fill material be brought to the site? ❑Yes ❑No DNA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions offill area
(iv) Purpose of fill
b.
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a.
How will excavated or fill material be kept on site and erosion
controlled?
Floating turbidity curtains
c. (I) Will navigational aids be required as a result of the project?
['Yes E3 No DNA
(ii) If yes, explain what type and how they will be implemented.
b.
What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Backhoe, pile driver, long reach excavators, xcavator on barge
d. (i) Will wetlands be crossed in transporting equipment to project
site? DYes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
("Si o3/Zk
Date
r3ww-" 4 1 ,.3
Project Name
e?VeKr $fo-13
Applicant Name
Applicant Signature
VFn
MAY 072021
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
DCM WILMINGT(0004(T2126106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction andlor 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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed.
See attached sheet.
c. Density (give the number of residential units and the units per
acre).
N/A
e. 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.
(i) if applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No NNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Existing: 42%; Proposed: 38%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Existing: 42%; Proposed: 38%
j. Describe proposed method of sewage disposal.
Proposed vacuum sewage pump stations will be connected to the Town of
Carolina Beach sewer collection system.
NIA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
36,904 SF
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete sidewalk, asphalt roadway (on Canal Drive)
h.
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes NNo DNA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
DYes No DNA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m.
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runnoff from proposed sidewalks on all sides of the marina and (5) existing storm
culverts wit remain. Sand filters will be added 10 all existing storm drains to minize sediment
and trash deposition in the basin
Does the proposed project include an innovative stormwater
design?
['Yes No DNA
If yes, attach appropriate documentation.
RECEIVED
MAY 07 2021
DCM WILMINGTON, NC
252-808-28082 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
New services will be provided from the public water system.
o. When was the lot(s) platted and recorded?
Unknown
n. (i) Will water be impounded? ❑Yes No DNA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes No DNA
05-103 I Z %
Date
'73.tct &,-15
Project Name
Applicant Name
Applicant Signature
RECEIVED
MAY 07 2021
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

/\\\,/
ARDURRA
COLLABORATE. INNOVATE. CREATE.
May 3, 2021
Re: Town of Carolina Beach Marina Renovation
CAMA Major Permit Modification — PERMIT No 86-18
Carolina Beach, NC
Supplement to DCM MP-3
General Upland Development
a. South Side
RECEIVED
MAY 07 2021
DCM WILMINGTON, NC
The upland area south of the marina will be utilized as the contractor laydown yard during
construction and is shown in the proposed Erosion and Control Plan. The area currently
is a grass, open air park space and will be reconstructed in a similar manner and use. This
area lies within the 75' AEC area. The percentage of impervious to pervious area is
proposed to be equal or better than currently constructed.
This side will have a 12' wide x 240' concrete walk/access way, with an 11' wide entrance
way on the west and a flared entrance way at the east. This concrete way will replace the
existing 12' gravel access road.
The south side will also have approximately 150 foot in length of 5' wide side walk. This
sidewalk will replace the existing side walk that will be damaged during construction. The
project also calls for the shortening of the bus turn out lane along Carl Winer Dr, by
approximately 60' in length, and this area will be used as new pervious park space.
A small, 20' x 20' ticket booth is proposed in the southern area to replace the existing 8' x
5' booth.
East Side
Proposed upland improvement on the east side is the repair and reconstruction of the
asphalt paving surface of Canal Drive, replacing of approximately 20' of 5' wide sidewalk,
and the 8' wide timber boardwalk that was damaged during Hurricane Florence. The later
will be replaced with a 8' wide timber board walk or a 8' wide concrete hog slat board
walk. Both types of structures will be supported by a timber pile system. There is no
proposed change of impervious area within this area.
Ardurra Group North Carolina
2-7-
3809 Peachtree Avenue, Suite 102 I Wilmington, NC 28403 910.397.2929 I www.ardurra.com

Form DCM MP-4
STRUCTURES
(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.
DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
['Commercial ®Public/Government ❑PrivatelCommunity
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length 180' South; 332' East
(iv) Width Varies. see Asl an right—>
(v) Floating ®Yes ❑No
Note: Temporary docks will be used during
construction for vessel mooring. Layout to be
coordinated with DCM representative.
South Side — from west to east
130' x 12' (at western access —1-3 to 6-S)
42' x 15 (at eastern access)
8' x 6' ( access to slip 8-5)
East Side — from south to North
110' x 8' (at southern access-2-E to 4-E)
53' x 11' (at middle access point — 5-E to 6-E)
88'x 8' {slips 7-E to 10-E)
52' x 16' (at northern access — 11-E to 12-E)
29' x 7' (at northern end slip 13-E)
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(i) Number 3 Access' 1 Kayak
(iii) Length 20' ; 10'• 10'
(iv) Width 20'; 20' , 7'
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
22 + 3 Day Docks
(ii) Number of slips existing
34 total for all phases
i. Check the proposed type of siting:
❑ Land cut and access channel
Xflpen water; dredging for basin and/or channel
❑Open water; no dredging required
DOther; please describe:
k.
m.
Typical boat length: Varies 23' - 100'
(i) Wltt the facility have tie pilings?
®Yes ❑No
(ii) if yes number of tie pilings?
New dock pilings - 12; Tie pilings - 17; TOTAL - 29 (new this modification)
Temporary pilings will be used during construction for vessel mooring.
Layout to be coordinated with DCM representative.
❑This section not applicable
b. (i) Will the facility be open to the general public?
d.
f.
air
Yes ❑No
(i) Are Finger Piers included? ®Yes ENo
If yes:
(ii) Number 12 (new)
(iii) Length See list on right -->
(iv) Width 6'
(v) Floating ®Yes ❑No
(i) Are Boatlifts included? ❑Yes ZINo
if yes:
(ii) Number
(iii) Length
(iv) Width
Finger pier lengths;
5 @ 42'
4 @ 25'
1 @ 22'
1@34'
1@38'
h. Check all the types of services to be provided.
El Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ('wet slips") only, number of slips: 24 new this modification
❑ Dry storage; number of boats:
❑ 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).
Charter boats, commercial fishing boats, commercial vessels,
transient slips
I. (i) Will the facility be open to the general public?
®Yes ❑No
252-808-2808 :: 1-888-4RCOAST www.nccoastalrnanagennent.net
FEC-IA/ED
JUL 0 2 2L
DCM WILMINGT©N, NC
revised: 12/27106

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑ This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
• Boatholding tank pumpout; Give type and location: Vacuum sewer pump out, adjacent to the northwest comer of the marina basin
b. Describe treatment type and disposal location for all sanitary wastewater.
Conveyed to the Town of Carolina Beach sanitary sewer collection system.
c. Describe the disposal of solid waste, fish offal and trash.
Trash containers located throughout marina
d. How will overboard discharge of sewage from boats be controlled?
Signage will be posted prohibiting overboard sewage discharge.
e. (I) Give the location and number of No Sewage Discharge" signs proposed.
One at each floating dock section for a total of three.
(II) Give the location and number of "pumpout Available" signs proposed.
One sign, located at the pumpout station.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Heavy maintenance, including painting and sandblasting, will be performed off site. Standard Practices will be implemented to
prevent spills during fueling.
g.
Where will residue from vessel maintenance be disposed of?
Disposal will occur as per applicable laws and regulations.
h. Give the number of channel markers and "No Wake" signs proposed. Will maintain existing signage or replace as needed.
No additional signage is proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
There are no fuel dispensing operations on site. Vessels are fueled off site or via fuel vendors.
J.
What will be the marina policy on overnight and live -aboard dockage?
No overnight or live -aboard dockage is allowed.
k. Describe design measures that promote boat basin flushing?
Nine existing storm drains outfall into the basin: (3) on west side; (2) on south side; (4) on east side.
Marina basin adequately flushes in its existing conditions. No changes proposed that will alter flushing conditions.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
RECEIVED
MAY 0 7 7071
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaqementnet revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes No
o_ Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑5B
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? EYes No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)
® This section not applicable
a. (i) Is the boathouse structure(s):
['Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetplle, 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, sheetpile, etc.)
® This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS
®This section not applicable
a. Is the structure(s):
❑Commercial DPublic/Govemment ❑PrivatelCommunity
c.
Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
MAY 072021
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Existing facilities abut adjacent property lines. replacement facilities will
also abut adjacent riparian property lines
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
262' 9.12'
b. Proximity of structure(s) to adjacent docking facilities.
Existing facilities abut adjacent docking facilities.
Replacement facilities will also abut adjacent docking facilities.
e. (i) Will navigational aids be required as a result of the project?
EYes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Temporary docking facilities will provide access to marina
patrins during dredging and other construction phases.
8. OTHER
['This section not applicable
a. Give complete description:
(6) stormwater nittfalls. Fniir (4) nutfalls are Inrated along Canal Drive and vary from
12" dia. to 24" dia. Two (2) additional outfalls are located along the southern bulkhead
and include a 24" dia. and a 36" dia. outfall. These current outfalls will remain
unmodified with the exception of extending them through the new bulkhead section to
allow for the installation of new flood valves on the discharge ends. The elevations of
the outfalls will remain the same as currently installed.
D �l 0; r-2,
Date
aLC5 &-,r.� i » -. - 4.-- t 0
Project Name
Applicant Name
22-6
Applicant Signatu
RECEIVED
MAY 07 2021
DCM W!LMENGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagemen#.net revised: 12/27106

DWR Pre -Filing Meeting Request Form
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County *
Owner Address: *
Mark F. Weiss
[e-mail]
Town of Carolina Beach
Carolina Beach Boat Basin Repairs and Renovation
New Hanover
Street Address
Ardurra Group North Carolina 3809 Peachtree Ave
Address lane 2
Suite 102
City State / Province / Region
WILMINGTON NC
Posta! if Zip Code Country
28403 New Hanover
Is this a transportation project?* Yes No
Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Individual Permit
Shoreline Stabilization
Does this project have an existing project ID#? *
Yes No
Please list all existing project ID's associated with this projects. *
CAMA Major Permit 86-18
401 Water Quality Certification - Express
Modification
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below and include location information. *
PROJECT SITE BACKGROUND:
As indicated in the original Permit Application, the history of the Town of Carolina Beach Boat Basin can be dated back to
1939 when the USAGE indicates that bulkheads, wharf, and mooring improvements were made to the marina. Based on
historical aerial photographs, the Carolina Beach Town Marina has been utilized as a commercial marina since 1966 and
has functioned in its current arrangement since 1981. In the 1981 photo, the Marina is bound on the East, West and South

Sides by sheet pile retaining wall with a timber relieving platform located along the southern wall.
The transient dock facility was constructed in 2010 in the south-east comer of the marina.
In 2017, the western portion of the marina renovation was begun to repair damage sustained during Hurricane Matthew.
These repairs included the installation of 235' of new steel sheet pile retaining wall under two CAMA General Permits. This
revitalization effort was continued in 2018 and included new floating docks for nine (9) slips, a new pump out station, and
dredging along the western side of the marina, all of which was completed under CAMA Permit 86-18.
PERMIT HISTORY:
1. December 19, 2016 — DCM issued a General CAMA Permit for emergency repair to the southern portion of the westem
bulkhead.
2. August 23, 2017 — DCM issued a General CAMA Permit for emergency repair to the northern portion of the western
bulkhead. This permit was approved with the project as an Urban Waterfront Designation.
3. January 3, 2018 — DCM issued a General CAMA Permit for the same work identified in item 2 above due to the permit
expiring. This permit was approved with the project as an Urban Waterfront Designation.
4. August 10, 2018 — DCM issued a CAMA Major Permit (No. 86-18) for the westem slips, pump out and dredging of the
westem side.
5. May 8, 2019 — DCM issued a minor modification to Permit 86-18 for the repair of the elevated timber deck, wall repair,
and stormwater pipe repair in the northeastern comer of the basin.
EXISTING CONDITIONS:
Water Structures & Docks
Currently, the south and eastern walls of the marina are supported by anchored timber navy style walls that were damaged
by Hurricane Florence or were are otherwise in significant disrepair. The eastem wall generates a significant concem for
the Town due to its proximity to Canal Drive and the underground utilities located within that roadway.
The eastem thirteen (13) slips are accessed directly from the timber boardwalk along East Canal Drive by means of timber
access ladders to small, elevated timber finger piers. The stem section of each commercial slip is marked by signage for
the charter vessel and have an existing approximate water depth of -8' +/-.
The southem six (6) were historically utilized for larger head boats and access to the vessels is by means of an
approximately 12' wide elevated timber board walk / relieving platform. The board walk also housed a ticket booth and
signage for each vessel. The average water depth at the exiting boat slips is approximately -10' +/-.
Upland Area
The area immediately behind the eastern sheet pile wall is a timber board walk that is in significant need of repair and
currently has sections that are out of compliance with regards to ADA. The boardwalk serves as a pedestrian walkway
running along Canal Drive, which is a two-lane roadway that serves as one of two means of access to the north end of
Carolina Beach. Due to the partial wall failure during Hurricane Florence, a section of the roadway has developed
significant cracking of the traffic ware surface and movement of the sub -base and will require replacement. All of the above
is within the 30' AEC setback. Total percentage of existing impervious area within the AEC setback along the eastern wall is
80%.
The area immediately behind the southern sheet pile wall is comprised of a 12' wide gravel access road used for EMS/Fire
and delivery vehicles to the larger vessels. Beyond the access road, the area is a grass island / park space with stamped
concrete sidewalks, several areas of plantings, a flagpole, and an existing pump out station. Per information from town
records, the access road and a portion of the park are in the approximate location of the original alignment of Carl Winner
Drive. As such, critical underground utilities for the northern end of Carolina Beach run within this area. Total percentage of
existing impervious area within the AEC setback along the southern wall is 50%.
Stomiwater Management
Currently, stormwater within the area of the eastern and southern sections of the marina is handled by a combination of
catch basins with discharge pipes and sheet flow into the marina. The stormwater along the eastem side of the marina is
collected into catch basins along Canal Drive on the east and discharged into the marina by four (4) stormwater pipes. The
stormwater along the southern side of the marina is collected into catch basin along Carl Winner Dr and discharged by
three (3) stormwater pipes into the marina.
PROPOSED MODIFICATIONS

I I Io II Vl/Inl:Guvr lb ViJUSCU Itt U IVIiJVl r-Cr11I11 IVIUUI IItidLIUt 1 tn{01UU LI IC IVIIUWII Ia II r l}Jwven ICI ILS, WI IILI I drW III W1I IFArdr llie
with Town of Carolina Beach Planning and Zoning requirements, and the Town requests that the project be considered
under the designation of Urban Water Front per 15A NCAC 07H.0209 part (g):
West Side
• Replace one of the existing, permitted, slips with a floating kayak launch.
• Permit three (3) transient / day slips to be located in the southwest comer of the boat basin as defined in the attached
permit documents as slips 10-W thru 12-W.
South Side
• Replace 260 linear feet of timber sheet pile retaining wall with new anchored steel sheet pile retaining wall located
approximately 3' outboard of the existing wall. This will tie into the existing steel sheet pile wall in the southwest comer of
the marina.
• Remove the existing elevated timber reliving platform.
• Provide a layout for four (4) commercial slips designated and four (4) transient slips designated 1-S thru 8-S.
• Provide ADA access to the slips by means of two elevated timber access platforms supporting aluminum gangways that
will access the new 10' wide main floating dock. Each pair of slips will be provided access by means of 6' wide floating
finger piers.
• The western most access platform is proposed to be a 200 SF observation/unloading platform with an ADA viewing
station to provide northern views of the marina and the Myrtle Grove Sound.
• Provide midship breasting and spring line piles for each slip. All new piles will be outside of the USACE setback line. Four
(4) existing piles are located within the setback line and will remain in place and will continue to be used as spring piles.
• The upland area is defined as the contractor laydown yard and is shown within the proposed Erosion and Control Plan.
This area will be reconstructed in a similar manner and for similar use as current conditions, with the percentage of
impervious surfaces within the AEC to be equal to or less than currently defined.
• Provide a code complaint handrail along the length of the boat basin that will be supported by the concrete cap of the
sheet pile system.
• Provide flood check valves on the stormwater discharge pipes within the southern wall.
• Provide commercial signage and "fish boards" for each vessel. These will be incorporated into the hand rail design to
allow for a clean, uniform look.
• Complete minor road modifications to reclaim approximately 600 SF of impervious road surface to pervious grass/park
area outside of the AEC setback.
• Provide a new 20' x 20' information building/kiosk for the commercial harbor that will be located outside of the AEC set
back.
East Side
• Replace 421 linear feet of timber sheet pile retaining wall with new anchored steel sheet pile retaining wall located
approximately 3' outboard of the existing wall.
• Provide a layout for fourteen (14) commercial slips designated as 1 E thru 14E.
• Provide ADA access to the slips by means of three elevated timber access platforms supporting aluminum gangways that
will access the new 8' wide main floating docks. Each pair of slips will be provided access by means of 6' wide floating
finger piers.
• The southernmost access platform is a proposed replacement if an existing 400 SF observation platform. The new
platform will be of the same footprint and will have ADA viewing stations to provide westward and southern views of the
marina.
• Provide spring line and midship breasting piles for each slip. All piles will be outside of the USACE setback line.
• The existing timber board walk is proposed to be replaced with elevated concrete "hog -slat" sidewalk structure supported
by a low capacity pile system. The use of the "hog -slat" is proposed to maintain the sidewalk / board wail( area as pervious.
• Provide a code complaint handrail along the length of the boat basin that will be supported by the concrete cap of the
sheet pile system.
• Due to the roadway damage, the town is proposing to remove and replace the roadway along Canal Drive within the
vicinity of the project.
• Complete the repairs to the elevated wooden platform and stormwater discharge located in the northeastern corner of the
basin as identified and approved in the minor modification to permit 86-18.

• Provide commercial signage and "fish boards" for each vessel. These will be incorporated into the hand rail design to
allow for a clean, uniform look.
Dredging
Approximately 6,095 CY of material is proposed to be removed from the southem slip and eastem slip area that would
bring the total proposed for the marina to approximately 11,605 CY. The current water depths within the proposed dredge
area vary from -4' to -10'. The sheet pile retaining walls will be designed for a maximum proposed dredge depth of -11'.
Dredging will be completed by either "bucket to barge" mechanical dredge or hydraulic dredge. The town will identify a
location for spoil and negotiate a consent agreement with the property prior to commencing any dredge operation.
Environmental Protection During Construction
A floating turbidity curtain will be used during all phases of the bulkhead replacement and construction. In addition,
sedimentation and erosion control devices will be required for high ground work during construction. Total disturbed area on
the high ground is approximately 0.9 acres.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401
Certification Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting
location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you
can submit an application.
Signature*
/ t,0#7/ N. �/ ra
Submittal Date 6/8/2021

ROY COOPER
Governor
ELIZABEfHH S. BISER
Secretary
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
July 15, 2021
Mark Weiss
3809 Peach Ave., Suite 102
Wilmington, NC 28403
Dear Mr. Weiss,
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for the Town of Carolina Beach,
for State approval for development of the subject property located at 110 Carl Winner Drive, adjacent to the man-made Carolina Beach
Yacht Basin in New Hanover County. It was received as complete on July 8, 2021 and appears to be adequate for processing at this
time. The projected deadline for making a decision is September 21, 2021. An additional 75-day review period is provided by law when
such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you
should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from July 15, 2021, you may request a meeting with the Director of the
Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within five working
days from the receipt of your written request and shall include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will
find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this
notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the
notice card to a telephone pole or tree along the road right-of-way fronting your property; or at a point along the road right-of-way where
a private road would lead one into your property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal
agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field report and/or
comments from reviewing agencies.
Sincerely
9 l
Bryan Hall
Field Representative
cc: Gregg Bodnar, DCM USAGE
Holley Snider, DWR Miles Murphy, LPO
Bruce Oakley, Applicant
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

NOTICE
CAMA PERMIT
APPLIED FOR
Applicant proposed to excavate and renovate the southern
P 'ternion
de
replacement of all fixed & floating docks, sidewalks & installation of
a new bulkhead resulting in a total of thirty-one (31) formalized slips
& three (3) transient slips at 110 Carl Winner Dr., adj. to the Carolina
Beach Yacht Basin in Carolina Beach, New Hanover County.
COMMENTS ACCEPTED THROUGH August 1 I y 2021
APPLICANT:
Town of Carolina Beach
clo Bruce Oakley
1721 N. Lake Park Blvd.
Carolina Beach, NC 28428
Agent: Ardurra Group North Carolina
clo Mark Weiss
[phone]
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
i27 Cardinal Dr. Ext.
Wi
ming on,
Bryan Plall (9t0) 796-7423

ROY COOPER
Governor
ELIZABEI'H S. BISER
Secretary
BRAXTON DAVIS
Director
July 16, 2021
Advertising@starnewsonline com
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Town of Carolina Beach
NORTH CAROLINA
Environmental Quality
Hello: Please publish the attached Notice in the Wednesday, July 21, 2021 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior
to payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division
of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226
(Customer No. 489895).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Wilmington office.
cc: MHC Files
Gregg Bodnar — MHC
USACE
u�.�aegwe5r
Sincerely,
Tanya . Pietila
Perini g Support & Customer Assistance
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for a development permits in Areas of
Environmental Concern as designated under the CAMA: On July 15, 2021, the Town of Carolina
Beach proposed to excavate and renovate the southern & eastern portions of an existing municipal
marina facility to include replacement of all fixed & floating docks, sidewalks & installation of a
new bulkhead resulting in a total of thirty-one (31) formalized slips & three (3) transient slips at
110 Carl Winner Dr., adj. to the Carolina Beach Yacht Basin in Carolina Beach, New Hanover
County. Copies of these applications can be examined or copied at the office of Bryan Hall N.C.
Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext.,
Wilmington, NC 28405, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557-3421, prior to August 11, 2021 will be considered
in making the permit decision. Later comments will be accepted and considered up to the time of
permit decision. Project modification may occur based on review and comment by the public and
state and federal agencies. Notice of the permit decision in these matters will be provided upon
written request.
-D_EQ
oewra..na �.eo._Q JUy
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: TOWN OF CAROLINA BEACH
Mailing Address: 1121 N. LAKE PARK BLVD,
CAROLINA BEACH, NC 28428
Phone Number: 910-458-2999
Email Address: [e-mail]
I certify that I have authorized ARDURRA GROUP NORTH CAROLINA
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: TOWN OF CAROLINA BEACH
BOAT BASIN RENOVATION AND REPAIR
at my property located at 300 CANAL DR., CAROLINA BEACH, NC 28428
in NEW HANOVER County.
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Iyrtion:
q
Signature
Print or Type Name
ss , 51 prQ l rNi A & (--
G 4
Date
T►tie
This certification is valid through 12 / 31 / 2022
RECEIVED
MAY 07 2021
DCM WILMINGTON, NC

PARID: R08818-006-032-000
ICE PLANT LLC THE
Parcel
ARID
Address
Unit
City
Zip Code
Neighborhood
Gass
Laid Use Code
LNarg Undo
Acres
Zoning
Legal
313011.58.3581.000
308 N LAKE PARK ELV
CAROUNA. BEACH
CAy00
GOM-Gerrrnercid
5as-Reta1
1
HI3-N8
308 LAKE PARK 0LV N
Legal Description
TeX Distrkt
Ow5ers (On Jentannsri
LOTA.I CAROUNA BEACH YACHT BASIN
Ca
Owner
COY
Stab
Country
Zip
ICE PLANT LLC THE
RALEIGH
NC
27615
THE DATA IS FROM 2021
SENDER: COMPLETE THIS SECTION
■ Complete items 1, 2, and 3.
III Print your name and address on the reverse
so that we can return the card to you.
- Attach this card to ine pack of the maiipiece,
or on the front if space permits.
1. Article Addressed to:
1'Y1 r. L+) i 1] &rePeEi
The. Lg. 11+4 LG
it oil 8e lawn LJaw
'aleA1-►?'i' ,E
uii
1111111 II
111
9590 9402 6413 0303 6698 50
a -f la Ni imher !Transfer from service label)
7020 2450 0000 9292 9010
PS Form 3811, July 2020 PSN 7530-02-000-9053
COMPLETE THIS SECTION ON DELIVERY
A. Signature&CIVe-
ceovea Dy tP Inted IVam
.Is deliveryadd ass
� Brent from item 1.
If YES, enter delive address below: ❑ No
❑ Agent
El Addressee
f Deliv
3. Service Type
Adult Signature
❑ Adult Signature Restricted Delivery
❑ Certified Mall®
❑ Certified Mail Restricted Delivery
0 Collect on Delivery
❑ Collect on Delivery Restricted Delivery
'-' 'nsured Mail
tsured Malt Restricted Delivery
:tier $500)
❑ Priority Mail Express®
0 Registered MaiiTM
❑ Registered Mail Restricted
Delivery
0 Signature Confirmationmr
0 Signature Confirmation
Restricted Delivery
Domestic Return Receipt
RECEIVED
MAR 2 2 2021
DCM WILMINGTON, NC

PARia: B20''m9752
STOKED ON THE WATER. CAROt3NA BEACH
LLC
Parcel
on.v r
Exer>Sp0on Code
Exemption Amount
uona, ra....te1
Boat and Motors
Tralers
Aircraft
i1 0DU ES
Business E@dpment
Household
Slate Appremed
rinrapistared Vehicle
Total Tmceble
so oo
S0 00
S0 00
$O SO
O 1ii
41-01,357 00
10.00
eau,
S0,t10
$111,4E6.00
313 CANAL DR
SENDER: COMPLETE THIS SECTION
COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1, 2, and 3.
• Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
S 1' WoL ref, LLG
6a(2 CaLorlytck
Wei s'i 2K4113
IIli
uiumuu
9590 9402 6413 0303 6698 67
n. ,olgnaaure
0 Agent
0 Addressee
D. ssecerveu ropy I(o—anwa twine)
D. is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
2. Article Number (Transfer from service label)
7020 2450 0000 9292 9003
3. Service Type 0 Priority Mail Express®
0 Adult Signature 0 Registered MeV,"
❑ Adult Signature Restricted Delivery 0 Registered Mali Restricted
❑ Certified Maile Delivery
0 Certified Mail Restricted Delivery 0 Signature ConfirmationTM
17 Collect on Delivery 0 Signature Confirmation
D Collect on Delivery Restricted Delivery Restricted Delivery
nsured Mail
nsured Mail Restricted Delivery
over$500)
PS Form 3811, July 2020 PSN 7530-02-000-9053
Domestic Return Receipt
RECEIVED
MAR 2 2 20Z1
DCM WILMINGTON, NC

FARO: R08818-006-026-000
CAROLINA BEACH TOWN OF 301 CANAL DR
Parcel
Alt ID 313011.56.5386.000
Address 301 CANAL DR
Unit
City CAROLINA BEACH
Zip Code -
Neighborhood A6S13
Class GOV-Exempt Government
Land Use Code 449-Marina-Marine Craft Dock
Living Units
Acres 3
Zoning MB-1-MARINA
Legal
Legal Description
Tax District
Owners (On Januarylst)
YACHT BASIN TRACT CAROLINA BEACH
CB
Owner CAROLINA BEACH TOWN OF
City CAROLINA BEACH
State NC
Country
Zip
28428
THE DATA IS FROM 2021
Sales
Sale Data Sale Price Grantee
01-JAN-01 $0
Sale Details
TOWN OF CAROLINA BEACH
Grantor
* NOT IN SYSTEM *
Book Page Sale Key
0000 0000 358886
Sale Date
Sale Key
Sale Price
Grantee
Grantor
Sale Source
Book
Page
Sale Type
Sale Validity
Sale Flag
STEB
Instrument #
Instrument Type
Adj. Reason
Adj. Prim
Adj. Amount
Link
Misc. Improvements
01-JAN-01
358886
$.00
TOWN OF CAROLINA BEACH
* NOT IN SYSTEM *
D-Deed Stamps (Unverified)
0000
0000
VACANT
U-Unqualified
Other Instrument Type
Click Here to view the deed for this parcel
RECEIVED
MAR 2 2 2021
DC-M WI.LM.INGTON, NC

Card Desc Year Built Grade Width Length Area
1 PP -PP 2006 C 1 40 40
1 PP -PP 1951 C 1 306 306
1 BKH-BKH 1951 E 1 918 918
1 PP -PP 1951 C 1 200 200
THE DATA IS FROM 2021
Permits
Permit # Permit Date Flag Purpose Amount
06-149 25-APR-2006 C FDK $1,500.00
07-100 02-MAY-2007 C REPAIR $5,330.00
Land
Line Number 1
Land Type A -ACREAGE
Land Code WL
Square Feet 126324
Acres 3
THE DATA IS FROM 2021
Values
Year 2021
Total Land $700
Total Buildings $161,700
Appraised Total $162,400
MARKET VALUE SHOWN - EXEMPTIONS TO BE REFLECTED IN AUG BILLS
THE DATA IS FROM 2021
Legal Description
Legal Description YACHT BASIN TRACT CAROLINA BEACH
Tax District CB
Subdivision Code 003067
Subdivision Name
Exemption Code EX
Exemption Amount 162400
MAR
E
2 2 2021
DCM WIL
1NGTON, NC

77-1
I
Sorry, no sketch available
for this record
Item Area
BULKHEAD - BKH:BULKHEAD 918
PIER/PLNG - PP:PIER ON PILING 200
PIER/PLNG - PP:PIER ON PILING 306
PIERIPLNG - PP:PIER ON PILING 40
RECEIVED
MAR 2 2 2021
DCM WIl MINGTON NC

Hall, Bryan L
From: MacPherson, Tara
Sent: Tuesday, May 25, 2021 11:02 AM
To: Hall, Bryan L
Subject: FW: [External] RE: CB marina
Please print his email for the file;)
Tara MacPherson
Wilmington Region District Manager
NC Division of Coastal Management
Department of Environmental Quality
910 796-7266 office
910 395-3964 fax
tara.macpherson(c�ncdenr.gov
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Weiss [mailto:[e-mail]]
Sent: Tuesday, May 25, 2021 10:55 AM
To: Hall, Bryan L <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: [External] RE: CB marina
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Bryan,
Thanks for the update. So you have it all in one email:
South Side — from west to east
• 130' x 12' (at western access —1-5 to 6-5)
• 42' x 15' ( at eastern access)
• 8' x 6' ( access to slip 8-5)
East Side — from south to North
• 110' x 8' (at southern access — 2-E to 4-E)
• 53' x 11' (at middle access point — 5-E to 6-E)
• 88'x 8' (slips 7-E to 10-E)
• 52' x 16' (at northern access —11-E to 12-E)
• 46' x 7' (at northern end slips 13-E, 14-E)
1

To: Hall, Bryan L <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: [External] RE: CB marina
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Bryan,
looked into the MP 4 and the drawings. We will modify that section on the docks. The main floating docks vary in
width form 8' to 15' depending on where you are based on where gangways come in and the like. See the snip
below. Do you want us to break these areas down like the following fror the North and South sides:
South Main Floating Dock: 180' Total Length broken down into the following:
130' x 12'
42' x 15'
8'x6'
%out
+ra
Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweissAardurra.com
0: 910.397.2929
M: 910.297.7458
3809 Peachtree Ave. Suite 102
Wilmington, NC 28403
www.ardurra.com
n
3

Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweiss[aiardurra.com
0: 910.397.2929
M: 910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra.com
From: MacPherson, Tara <[e-mail]>
Sent: Thursday, May 06, 2021 9:53 AM
To: Mark Weiss <[e-mail]>
Cc: Hall, Bryan L <[e-mail]>
Subject: RE: [External] RE: CB marina
Hi Mark, Either way is fine. If any drawing updates will be bigger than 11 x 17 please provide 5 hard -copies. I believe it
was just the MP forms though.
Thanks!
Tara MacPherson
Wilmington Region District Manager
NC Division of Coastal Management
Department of Environmental Quality
910 796-7266 office
910 395-3964 fax
tara. macpherson Ca7ncden r. qov
127 Cardinal Drive Ext
Wilmington. NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Weiss [mailto:[e-mail]]
Sent: Wednesday, May 5, 2021 5:15 PM
To: MacPherson, Tara <[e-mail]>
Subject: [External] RE: CB marina
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Tara,
I evidently forgot to write it down in my notes, but do you want me to drop of hard copies of the revised MP2 thru 4 and
the agent authorization for TOCB or will you take them by e-mail?
5

Please let me know if you need anything else. And thanks for the help!
ARDURRA
COLLABORATE. INNOVATE. CREATE.
Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweissardurra.com
0: 910.397.2929
M: 910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra.com
tn
From: Hall, Bryan L <[e-mail]>
Sent: Tuesday, May 25, 2021 9:21 AM
To: Mark Weiss <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: 'External] RE: CB marina
Hi Mark,
Thank you, I follow you on the breakdown of the south main floating dock. If you would do the same for the east main
floating dock and use those breakdowns to update the MP-4 1.c(i) (Docks and or/piers section) that would be great.
just need the dimensions for the south and east main floating docks that match the drawings. I don't need a full
resubmittal or anything, an updated scanned MP-4 would be fine. Let me know if you have any questions.
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
-'�r``Nathing Compares..-�..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Weiss <[e-mail]>
Sent: Monday, May 24, 2021 5:36 PM
2

From: Hall, Bryan L<Bryan.L.Hall@ncdenr,gov>
Sent: Friday, May 14, 2021 10:36 AM
To: Mark Weiss <[e-mail]>
Cc: MacPherson, Tara <[e-mail]>
Subject: RE: [External] RE: CB marina
Hi Mark,
I had two questions regarding the dock dimensions in the MP-4. Please see the attached sheet. I'm trying to figure out
the correct dimensions of the two floating docks under 1.(c)(iii and iv). The lengths don't scale out on the drawing. I also
can't seem to find the 10' width that is listed.
Thanks,
Bryan Hall
Field Representative
NC Division of Coastal Management
Department of Environmental Quality
[phone] office
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mark Weiss <[e-mail]>
Sent: Friday, May 7, 20214:07 PM
To: MacPherson, Tara <[e-mail]>
Cc: Hall, Bryan L <[e-mail]>
Subject: RE: [External] RE: CB marina
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Tara,
l dropped off the MP2,3 and 4 and the new agent form off at the office drop box this afternoon.
Hope you have a good weekend.
Thanks,
4

Mark F. Weiss, PE
Ardurra Group North Carolina
Structural Group Leader
mweissardurra.com
0: 910.397.2929
M: 910.297.7458
3809 Peachtree Ave, Suite 102
Wilmington, NC 28403
www.ardurra.com
From: MacPherson, Tara <[e-mail]>
Sent: Thursday, April 22, 2021 2:35 PM
To: Mark Weiss <[e-mail]>
Subject: CB marina
Hey Mark do you have time for a quick phone call to discuss this application so we can get it complete?
Get Outlook for iOS

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
July 16, 2021
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
arecm.bodnar a(�.NCDENR.gov
SUBJECT: CAMA / D&F
Applicant: Town of Carolina Beach — Marina Renovation (Phase 4 & 5)
Project Location: 110 Carl Winner Dr., adj. to Carolina Beach Yacht Basin, New Hanover County
Proposed Project: Proposal to excavate and renovate the southern and eastern portions of an
existing municipal marina facility including replacement and relocation of all fixed
and floating docks, replacement of sidewalks, and installation of a new bulkhead
within the Carolina Beach Yacht Basin. The marina will have a total of 31
formalized boat slips and 3 transient slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by August 11, 2021. If you have any
questions regarding the proposed project, contact Bryan Hall at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
PRINT NAME
AGENCY
SIGNATURE
£ D_E
NORTH CAROLINA
Department of Environmental Duality
DATE
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

2
4
5 6
TOWN OF CAROLINA BEACH
BOAT BASIN
Bulkhead Replacement
TOWN OF CAROLINA BEACH
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH, NEW HANOVER COUNTY
NORTH CAROLINA 28428
Town Manager
Bruce Oakley
LELAND
YAUPON
BEACH
BOILING SPRING
LAKES
OAK ISLAND
NEW HANOVER
INTERNATIONAL
AIRPORT
11
13
cFj2
OAKDALE 'il. O.
CEMEfAEY PAINCES5 �y V'
GRACE 55. 'PLACE DRIYEI ec.
WOOSTER
•
y,
GREENVILLE 5 O •�' WRIGHTS aw.
GARDENS-PopFR P
Q GRE0149
HUGH 00
Valk"
PARK
42 HST
EI} 13 Kp
f
��/CAROLINA
BEACH
azl'�- SITE
// KURE
BEACH
FORT
FISHER
VICINITY PLAN (t)
NO SCALE
TI - I. -Al YI
a
ADJACENT PARCELS LOCATION MAP
SCALE: 1"=80' (22x34 Sheet)
1"=160' (11x17 Sheet)
10
12
DRAWING INDEX
SHT
TITLE
CO
COVER SHEET
C1
OVERALL SITE and EXISTING CONDITIONS PLAN
C2
DEMOLITION AND EROSION CONTROL PLAN
C3
PROPOSED SITE PLAN
C4
TEMPORARY TRAFFIC CONTROL PLAN
C5
CIVIL DETAILS
S1.0
PROPOSED MARINA LAYOUT & BULKHEADS
S1.1
PHASES 1 & 2 STRUCTURAL NOTES AND SPECIAL INSPECTIONS
S2.0
ENLARGED PLATFORM PLANS
S3.0
PLATFORM ELEVATIONS
S4.0
SECTION & DETAILS
S5.0
SECTION & DETAILS
S6"0
SECTION & DETAILS
ADJACENT PROPERTY OWNERS
0
0
160 120 00 40 0 80 160
GRAPHIC SCALE IN FEET:1"=80' (22x34 Sheet)
1"=160' (11x17 Sheet)
(NOW OR FORMERLY)
HARBOR MASTERS PROPERTIES LLC
PARID: R08818-006-027-000
BOOK: 6193; PAGE: 1951
ZONED: CBD—CENTRAL BUSINESS DES
USE: 957—Vacant Floors
CBP3 INC
PARID: R08818-016-011-000
BOOK: 5843; PAGE: 1458
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 752—Auto Parking
MARVEL, CATHERINE A
PARID: R04813-013-036-000
BOOK: 5615; PAGE: 0766
ZONED: CBD--CENTRAL BUSINESS DIS
USE: 958—Unused Land
BEACH HARBOUR HOA INC
PARID: R08818-016-006-000
BOOK: 5586; PAGE: 2183
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 961—Condominium Common Areo
TROUTMAN, BILL
PARID: R08818-016-007-000
BOOK: 5447; PAGE: 0648
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 11-2 Fam Res
ROSE FAMILY PROPERTIES LLC
PARID: R08818-019-003-001
BOOK: 3664; PACE: 0312
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 547—CONVENIENCE GROCERY
10
a
10
11
12
13
CAROLINA BEACH TOWN OF
PARID: R09006-005-001-000
BOOK: 1240; PAGE: 0536
ZONED: CBD—CENTRAL BUSINESS DES
USE: 752—Auto Parking
CAROLINA BEACH TOWN OF
PARID: R09006-005-002-000
BOOK: 1240; PAGE: 0536
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 752—Auto Parking
CAROLINA BEACH TOWN OF
PARID: R09006-005-003-000
BOOK: 1240; PAGE: 0536
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 752—Auto Parking
CAROLINA BEACH TOWN OF
PARID: R09006-004-007-000
BOOK: 0000; PAGE: 0000
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 752—Auto Parking
NANAK INCORPORATED
PARID: R09006-003-001-000
BOOK: 5875; PAGE: 1868
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 547—CONVENIENCE GROCERY
CBP3 INC
PARID: R08818-006-031-000
BOOK: 5843; PAGE: 1458
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 752—Auto Parking
THE ICE PLANT LLC
PARID: R08818-006-032-000
BOOK: 5563; PAGE: 2145
ZONED: CBD—CENTRAL BUSINESS DIS
USE: 542—Fish & Seafood Retail
12
//
ARDURRA
AmaQAWONN *DEN WOLI (
3A09 Srcachcc Arenuc, Suilc 102
W i0il4loN. Nosh Col0lihe 22403
Phone:[phone]
uww,Anlurtn,cono
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD.
CAROUNA BEACH
NORTH CAROUNA 26426
ISSUED FOR PERMIT ONLY. NOT FOR CONSTRUCTION
8i
5
9
g
F,
ow =
m2 5
_Q..2
agfa
w0.
w
ZOo's
J d z
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOB NO:
20193549.00
DATE:
02.03.21
co

A
BATHYMETRIC SURVEYOR'S NOTES
(TI COASTAL SERVICES, INC.)
1. HORIZONTAL DATUM: NC STATE PLANE - ZONE 3200,
NAD83 (2011), SURVEY FEET.
2. VERTICAL DATUM: NAVD8S, SURVEY FEET.
3. DATA COLLECTED BY TI COASTAL ON OCTOBER 29, 2020
AND REPRESENT CONDITIONS AT THAT TIME.
4. SOUNDINGS ARE DEPTHS EXPRESSED IN FEET AND
TENTHS.
5, 2016 AERIAL OF DOWNLOADED FROM NC ONEMAP
GEOSPATIAL PORTAL. ON OCTOBER 29,2020.
6. MEAN LOW WATER CONVERSION BASED ON THE
BEAUFORT DATUM.
LAND SURVEYORS NOTES
(ROBERT H. GOSLEE & ASSOCIATES, PA1
1. FEMA FLOOD MAP INFORMATION:
MAP PANEL: 37203130001
FLOOD TONE: "AE"
MAP PANEL DATE: APRIL 3, 2012
2. CORNERS ARE MARKED AS NOTED ON MAP.
3. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.
4, ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
5. WATER MAIN SIZES AND SOME LOCATIONS ARE PER THE
TOWN OF CAROLINA BEACH UTILITY MAP AND SHOULD
ONLY BE CONSIDERED APPROXIMATE.
10
1
- Lrsn,m
8- Ls [n C1
,75
1-
I 12-W 11-W i . , 1. 10-W o; oDin
v1
II ,t, 2 , , r _ 4 ti Ln vI +�
AS.-;' L.s/ i, 74I _ ( r (-�47 ir.ni_. r,3
`fl I � \ ! 4.� s�..< � a r, .N t l Lr Lilo �h a 9 a > a g. , - ' is1 + [.1 w c.- T 7 4.9
�' r d u1 k 1s as #r +} y d1 n� w LL --� La ;,1' �r r - '.,-.-
5).i 5--
i r ,• r_mEn ,rtiF,,n;r r.', r�io 3L ' ,9,
�I a in cn n -t 4 5 1 4 9 .9 :r.1
��� 47 4,�..
IliiN 1 ,, -,) - st-< �- SETBACK LINE 743 /
GNA55 \6.1AA.���\\ �. NAVIGATIONAL CHANNEL LIMIT LINE. ONAL CHANTLY�LINa,.._.
��� aim _ - �a ��7,6SIN 54 iT6� _ 1.5(J160lii:i.N.:VIGBAATTHI
- 7R $'�-
K4 75 •-:���:" $��=,r1 lr,.77 _��-��-1mi- .cuo 111.-�'"` � i1,4 8,5__I-,` L y{15v a, naLruuins 113ln3868.7* •�• \mv°n.cw•ZIt�Rs mccm�ln t �.BwxOrin.. 15 1?]0.5S.R89� 6.• lt311.1SOGa�qqi +J ii3lf}3, if a a cyw. irk.\ t,-U1 44-'SnNc-nM66R: 11 3 - ,6.8 - 105•. •▪ li
Pf 65-TYP y 11 10 1 i35YMETRIC SURVEY BY:
DSAP6D RE -LOCATE 4Je.3 r 11ii 10,7 0 TI COASTAL SERVICES, INC. ENTITLED:
/ �,� 4A 1 4 / 11 i t� 7 ifl 7 CAROLINA BEACH BOAT BASIN,
EXIST I'•' r z I I a'' 1 111 - _ I11.9 iu 8 BATHYMETRIC SURVEY
SA4va\\ 71 8 6 ,- -.
DR�IbL�-- \ ��� �.8 • • Z I ,r 86 1 '' 11,4 - - i},i. 10'7
q 11. i 3 '.
GRASS
�0 )I " r ; ii 4 r C - _ .. I1 5 11
nEn 1
ar,pLnLR/ru'Ln'J
aen `R \ 1 7 C? r 43,,. w `L a 8.7 w 7u11 i 3 5 1 6 ;°
-,maim , T.°. N ) ..;.P ry
J _ �i`� a 7i1 ...) -ruu� � �1`1 � 86 ( ` lt6 ic.l- il`
ar ior,A, 114: 50 ;_ c. o 'c : t'•-" .Q• \ B 5 } ` 11.7 )1'3 11 C
AR6A �i `r 6rC, A
8.5 1Lllfl �r 1?�3i16'r uGXr rb .zs3_EZ• 6♦Lc 31152__ 0 �b JI IB.4 ,1.4 1? 3 1 4
1q,S � 8'3 112 12,2 113
�e' j cr. t� 93 p r \
IS. 0r 74 82 I } �t
� 74 <• j BL 1113 102
L0'.i 11:5 9.9
i\'@ �� t� Z (il III 11.1 95 °.1 63
ki-�^ �. , 9.7 1ff 7 91 _ �IN� 8�
L I • 7L;:',_,,_,I,)
94 T.Q ° L� 1fl.z7
Bl;TCN WAS IIyx
eR1[x wAix 1 1 1 8 �1\_7r+���� G� �� rY � 4 - _
! 6 77 + ma us ).1ni.ne �wn'o� r3�
� !! \. p r.J+�u � jpl„��\ill u:t i_A / .[.1m m - -
;,, RL� � ,b �O3`� 91 p•
N '` I� 1._, E,.S m ry r :o .n to �o c :. �I ^ ' B- 1. ', �A -'
FaapaY �BiA
m ,T' •, �, s 6 ES , NAVIGATIONAL CHANNEL LIMIT LINE -
ry 14/
' 6 SETBACK LINE 3 5 5�= yC 1� "
71b = cga
�� 7.? I 62 b� s(3 9 /
Z.7
ItOi 1 j 3 7 6.q ,,a. C. V, r 63 ° R ccT .w 7 1 a 1
.-7
I�h\ ;74 _ L�'( 12 o�>"'" r NC-c,v c �n ��r _�n•Ln�1.n o.4 it `tf: to EPP 4
.N 75 �' 1n3;aer, ,ja r-��ir.7� Yid-�-"-P-_ ," � 5I. / S`i �� 6.76•t ' �' �1
24')
i111 .. � } T 7 r ' 1 A� ` C :Nv ] r gINV 1E" RCP ELEvsTEX V
RFLO • iatl p i1 C 1 iNY 16 41 P 0 �1
-AN6A A. i1 8 9 try' Y 4 0 Jai , - 1 2 6.U'- -t:44' - °°"`/ ��
so-' 4.) - -- dirt' g .I I y t 1� 8 l
LANascAP6o - l , . .- _
. -N)--.*'-4Si P°'. 4"'. .44' 7 1 M . L % S . :
AREAP6. .I Imo- ' 7f9
AREA �`
P
--0
-4 -
•
n-
SO
MANNO
INLET
N
th
•
PUMP
OUT
STATION
SURVEY DATE: October 29, 2020
DWG. DATE: April 24, 2019
VERTICAL DATUM: MLW
VERTICAL NAVD$8
DATUM 2.54'
CONVERSION MLW
OPAss
PAN
ARfA
Nec
•
f.LOA
ut0rlr
_i 1n
�3 I.
GL.
5.3,2
10.4
10.1
93
8,
84
E.1 _
.-7
75
11 _
ST
GREASE
DROP IN
TOP GR.
INV 12"
INV 12"
PAVED DRAT CQ
IIRii 12' BPP OEE)j�P OF WATER+G= 0.46'
P15" DPP OF55 F9E 1.813“ 16'
II /1,
ROP IN 0
�( Il CANAL DRIVE I L/ p (a) = 9'SD .
V MAN
}NL6T SNANXOLE DNNNOwN INLET MANXOI6 \ J V Rr
6� • MANHOLE II
• -�GOP .
ELEC ELFC ' 'r
POLE POLE
2
3
~� v
MANHOLE
AEC LINE
CONCRETE 0/49E
DROP INLET
TOP CRATE - 2.94'
INV 4" PVC (NE) = 1.91'
NV 12' 8PP (MTV) = 1.85'
#• 228 Tr�o.
3/' -1---4-- ��'--1 --4-
CROP INLET 0IR P INLET
/ T°P GRATE 2,E3' TOP GRATE r 1.27'
lINV 12' RPP ((N) 0,60' NY 12" EPP (IV) = 0.55'
1NV-1-5'.NCP-N. _ -.032 --' _. _..-_.. 110, IV BPP. (E)-- 6.191i=.. ...
INV 1'.L" PPP (E) -0.44' . (TOP OF 16" EPP = 1.83')
PLr -� S_ 4�"'
SS
DROP INLET
TOP GRATE - 2,E1'
INV 12' DPP (5) - 0,72'
u,
97
1r
OP
R `
WALL
jI1
HEDGET�
CONCRETE WALK
b
h NFx.F �Y
'-'L 0
POWER ROLE
W ARre 1.GNT
55
DROP INLET
TOP GNA3E 3.63'
INV 15" RCP
CP (W) = 007
INV 18"RCP(E)--164
a°
DROP INLET
TOP GRATE = 3.02'
/INV 12" EPP (E) - 0,55'
w
S•
PAVED FARIONS. E. OWE
SANITARY SEWER MANHOLE
TOP = 335'
INV T2' ALA; (NW) =
. ............ ...INV-WF'1?' PVC-(S) -
b b
•
LAND SURVEY BY: ARDURRA
AROURRA GROUP NORTH CAR021NA
DATED: APRIL 25, 2019
VERTICAL DATUM: NAVD 88
LAND SURVEY BY: ROBERT H. GOSLEE,&ASSOCIATES, PA
ENTITLED: TOWN OF CAROLINA BEACH OF CANAL DR.
DATED: AUGUST 1,2018
VERTICAL DATUM: NAVD 88
b
EXISTING CONDITIONS
SCALE: 1"=20' (22x34 Sheet) 40 30 20 10 0 20 40
1"-40' (11x17 Sheet) GRAPHIC SCALE IN FEET: 1"-. 20' (22x34 Sheet)
1"=40' (11x17 Sheet)
8 9 I 10
95
P64462 PGYE,
W/ AREA LENT
U
GRAVEL OPAE
' ® 6
11
SANITARY
TOP - 3.6
NN 1.2" P1
!NV"OI/T 1
9----DROP INLET
TOP GRATE = 3.4
INV 12' RCP (E)
INV 12" RCP (W)
GRAVEL ORVVE
DROP INLET
TOP GRATE = 306'
INV 16' EPP (E) _ -D.'
INV 12' RCP (W) = -0.
12
/
ARDURRA
MAURRAG.OUPNOETN CAAOUN4
J809 Peachtree Avenue, Suite 192
W lnisgt0s North Carelum 28493
Phone.[phone]
uuwArdwn corn
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 28428
0
3
0
0
6
8
4
N o
m
dZ
= WLLI
InEIJaw
CC
Z O
O w a
♦c 2
Q J
wo co
0
1r
CANAL DRIVE and CARL WI
LSSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JCS NO:
2019-3549-00
DATE:
02.03.21
C1

3
9
BATHYMETRIC SURVEYOR'S NOTES
(TI COASTAL SERVICES, INC.)
1. HORIZONTAL DATUM: NC STATE PLANE - ZONE 320D,
NA083 (2011), SURVEY FEET.
2. VERTICAL DATUM: NAVD88, SURVEY FEET.
3. DATA COLLECTED BY TI COASTAL ON OCTOBER. 29, 2020
AND REPRESENT CONDITIONS AT THAT TIME.
4. SOUNDINGS ARE DEPTHS EXPRESSED IN FEET AND
TENTHS.
5. 2016 AERIAL OF DOWNLOADED FROM NC ONEMAP
GEOSPATIAL PORTAL. ON OCTOBER 29,2020.
6. MEAN LOW WATER CONVERSION BASED ON THE
BEAUFORT DATUM.
LAND SURVEYOR'S NOTES
JROBERT H. GOSLEE & ASSOCIATES, PA)
1. FEMA FLOOD MAP INFORMATION:
MAP PANEL: 372031300D]
FLOOD ZONE: "AE"
MAP PANEL DATE: APRIL 3, 2012
2. CORNERS ARE MARKED A5 NOTED ON MAP.
3. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.
4. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
5. WATER MAIN SIZES AND SOME LOCATIONS ARE PER THE
TOWN OF CAROLINA BEACH UTILITY MAP AND SHOULD
ONLY BE CONSIDERED APPROXIMATE.
SIbEWALK CURB &
ASHALT TO BE
DEMOLISHED IN THIS
AREA
DENOTES AREA TO Be DEMOLISHED
TOTAL AREA IMPACTED = .86 ACRES
SEE C3 FOR TABLE
CANAL DRIVE
TEMPORARY
INLET
PROTECTIO
EXISTING SIDEWALK AND
CURB TO BE REMOVED
TEMPORARY
INLET
PROTECTION
SILT FENCE
CONSTRUCTION
ENTRANCE
S,2
12-W 1-W , 11
4 5 - 1 ❑t,1:
411-'. `lf""
1 I d1 4 -_) I
O' ¢ -e7 cn cn cA 4. J
4 '`PROPOSEDeFLOATING I -'Y'3
SILT FENCE
(TURBIDITY BARRIER}
TEMPORARY
SILT FENCE
EXIST. DOCK & FINGER
PIER TO BE REMOVED
_XIS I. BULAHt4D
TO REMAIN - SEE
STRUCTURAL
+RAWINCR
I ExlSTLNG TIMBER
PILES TO BE
REMOVED -TYP.
Ex1571NG T)Nytq
PILES TO REM4fN
71 I 1
1,
67'1 - _ 1u.
66LW,�, ,.n1.D m
R, 65 �, �, ;�.a� p�-
• pb I f l (y
1 f,7
t I
6'f i •
7a
i 4 V 1 ,
I
82
8,1
8.1
-. 7,7
7.6
75
7,4
■:!'�'A Ate'
7 _LEAR AREA IN FRONT OF
tL '� ( 1 EXIST. BULKHEAD FOR 6,6
1 1 I/ 1=ONSTRUCTION OF NEW r 1..2 - 6 4
1 1 i( - rfiEET PILE BULKHEAD
ysPJ l 7 •t 72 63. mma.m�mrnmn
f �i �J --1 `+-,7 !pM N�ac r' d7 iJ'L.1Ai_1,,LT.--;IT'in U''-'
� x � W . I i,. 7 2 �� a 1z..IT 4f o :co -
7 ,_, r�i.a ca -fin 1 1j 5 2
w IiE � F `i I ! 7 2' •1 `0.2
r14 1 ..c l' h'
C1"�1 cL >✓. i•t _•
7.0 /!k i 1'sd �
gill` 51 - L 41 ..-1114.011
4- 7 2
71
+69
4_7L?
7.1
- --
3.8
i4.4
66
-.�....T 4 6
4+ ^ 47113
{ ' 48th
47
• 49 5 9
•
^+'➢.Uy�..SETBACK LINE:_....-
49
51
53
NAVD88
2.54'
MLW
VERTICAL DATUM CONVERSION
PUMP
OUT
STATION
y a _ 5__.
! - .1 5
87 - 79
6.) 5- � __ ._ .. WpVIGATIONAL(GHANNEI
NAVIGATIONAL -CHANNEL .�
BATHYMETRY
VERTICAL
DATUM: MLW
7 1
*c ,9,7 7'1
115 0 _ 19
;fi n4r.ce,.r 11.4 10 '-
11.3 t 10.3 `1
11,2 105 `_-
11 3 11.1 10.4
113-I0-9- __ ` 1055
11-3 - 30.8 1C 5
1.1,2 107 195
1La 10 7 . 10.5
I 111 1 107 106
11.1 / 10 7 10,7
111 - 10.9 1.0.8
11.2 - - ... rt.1- -- - IC 9
114 113 -- - -iYi
"4 -- c: 11,5 113
_ ;-' 11.8 1i4
PROPOSED FLOATING _ "124 -. _ 11,5
SILT FENCE - 12 3 U.6
(TURBIDITY BARRIER) _ 12. 3 '� 11 6
1 SP3 115
12 3 114
12 2 11.3
1 1? 1 -. 10-6 -
10 .., 1.9-- 102
1, 10.:3 115 9-3- -
') _9.9 111 9.5
51 - 17 f 9.1
_ 94 03 _ -. 46.7.
:a,:�,dsw'?a� 9,'1 �W',`'.17'-G.m o )s -9.1 84
EXIST. DOCK &
FINGER PIER TO
BE REMOVED
EXIST. BULKHEAD
& PILES ID REMAIN
- SEE STRUCTURAL
DRAWINGS
8.6
89
-
55
9.7
99
Q"
104
104
10.5
10, 6
105
105
106
10.6
105
10 4
i -
L714-
• 9.3
8_9-
86
84
b,xAvlGAn N4AIT1s'
7,4
66
jrlr __*' •
c � ..
64
6.6
6.2
7S.J.
74
76
7.0
_871--
85
a7
89
9 2 --
94
96
97
5a
98
9.8
98
9.8
99
9.8
97
9-4
91
8+
8
B.1.-
7S
75
71
. - 3 •
_ '
� 4
!r 7 rY3
/
4 7 1 �A/I� roJlrr►.y,e'., .
45 BPfr ., ., f 1 I rJB! ( ;76 j.
•
wan
r 4 4-
I �_ tt
t41sa'!\\►`�i\��t`4►a�.\.#�wI,.►R.• �R.'i�fl .. •1�8s.t..17S • •
444 4:%1 44*4'%Il Nt, S. *NZ.
�., � �.. - � -a it •�.
CONSTRUCTION
ENTRANCE
TEMPORARY
INLET
PROTECTION
ASPHALT ROADWAY TO
BE DEMOLISHED -
CATCH BASINS AND
MANHOLES TO REMAIN
TEMPORARY
SILT FENCE
PIPv
Ifi111;'
� .,.."..ra.
l��� DEMOLITION and EROSION CONTROL PLAN
TEMPORARY
INLET
PROTECTION
UTILITY LOCATION BY: ARDURRA
ARDURRA GROUP NORTH CAROLINA
DATED: AP}dOL 25, 2019
VERTICAL DATUM: NAVD 88
LAND SURVEY 6Y: ROBERT H. GOSLEE & ASSOCIATES, PA
ENTITLED: TOWN OF CAROLINA BEACH OF CANAL DR.
DATED: AUGUST 1, 2018
VERTICAL DATUM: NAVD 88
SCALE: 1"=20' (22x34 Sheet)
1"-40' (11x17 Sheet)
40 30 20 10 0 20
GRAPHIC SCALE IN FEET: 1"=20' (22x34 Sheet)
1"=40' (11x17 Sheet)
/V
ARDURRA
ARDIARAGIKIV' NOIIrm GAMMA
3809 Peschtrec Awn. Sub. I 02.
WthILSSton. Nett C•- lno 28463
P'nm*: [phone]
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER AOD6E55:
1121 NORTH LAKE PARK BLVD.
CAROUNA BEACH
NORTH CAROLINA 28428
13
8
0
0
s
0
0
0
0
13
i
a
a" 0
u
CO 43
= W g
Ucr
o�
• Cqj
«
z c
J W a
0
0D
Y�
om
Z
0
1-
CANAL DRIVE and CARL WI
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOB NO:
DATE:
2019-3548-0B
02.03.21
C2

S3+00
I
TI Coastal Services, Inc.
387-8 N. Omen Meadows Drive
Wilmington, NC 28405
910.821.1358
Vertical Datum
Conversion
-- 884N UAW WATER
Docks
Dredge Limit
Original CAMA Permit
Dredge Limit
Proposed CAMA Permit
348.4' ° -„
CAROLINA BEACH MARINA UPLIFT
CAROLINA BEACH
NEW HANOVER COUNTY, NORTH CAROLINA
PRE -CONSTRUCTION SURVEY - OCTOBER 29, 2020
PROJECT LAYOUT
Graphic Scale
O' IS 90° BO'
Scala: .cief
11 II - Ha1G Scnle
•
1;41
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 R2011y, Survey Feet
2. Vertical Datum: NAVD88, Survey Feet
3. Data collected by TI Coastal an October 29, 2020 and represent conditions at
that time.
4. Soundings are expressed as depths In feet and tenths.
5. 2016 Aerial of downloaded from NC OneMap GeoSpatial Portal on October 27, 2020.
6. Mean low water conversion based on the Beaufort Datum.
DWG NAME: CD Nevins FreConstructlon Survey_2020.dwg
SURVEY VATS: October 29, 2020
SHEET: 2 OF 4
DWG DATE: November 8,1020
SCALE: 1" .
1

TI
. 55155e°
oastal
TI Coastal Services, Inc.
38T-8 N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Vertical D= UM
Conversion
11, NAVO8H
2.SY
MEAN LOW WATER
a
CAROLINA BEACH MARINA UPLIFT
CAROLINA BEACH
NEW HANOVER COUNTY, NORTH CAROLINA
PRE -CONSTRUCTION SURVEY - OCTOBER 29, 2020
BATHYMETRY & CONTOURS
Available Volume toll' MLW (yd3)
Originial Dredge Limit 5,510
Proposed Dredge Limit 6,095
Total 11,605
Graphic Scale
0' 15' 30' 60'
Scaler 0"'=.3�'
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83 {2011I, Survey Feet
2. Vertical Datum: NAVDBB, Survey Peet
3, Data collected by TI Coastal on October 29, 2020 and represent conditions at
that time.
4. Soundings are expressed as depths in feet and tenths.
5, 2016 Aerial of downloaded from NC OneMap GeoSpatial Portal on October 27, 2020,
S. Mean low water conversion based on the Beaufort Datum.
DWG NAME: CB Marlae PreCaaa0inreHen Survey2020.Owg
DWG DATE: November 8, 2020 1 SURVEY DATE: October 29, 2020
II . 1) wolf Scale SCALE:1-•901
SHEET: 3 OF 4

42125633
Y: 10E3971
01
+100
+iA
�
50
10.0
1511
70102000rey
3+50
501 Lent6600.0
0410 2603
43o.41047.4
3002
4000
7+1+r<-:A
21965301
000
+10.0
+50
9,0
10.0
100
,
-
1
I
1+s6
1
,
-
�
-
I
I
1
1
I
1
I
16149430+e+ 204Me
3e50
041100.0 F01
00100Fdn
02335017.1
21062021
0
+5A
0 0
50
100
154
250424
5+50
5+50 LeNt WOO
100.0 200.0
Aorre.40201A
320.0 400.0
02115015.4
011063415
550.11
+50
0.0
00
10,0
15.4
=
-
J
4MA
--'
-
-
-
+ I
I
1
I
vrey
192404 Sum" INMAN
5«9
00L140ARM
DeM100F01
021356253
01.160009
0
+100
451)
011
56
100
150
23102054"7rin4+15e6
5146
00000
100.0
Lome:200A
200.0 7020
541013:13.4
421
/923300712
2:1612315
5000
.10A
+50
00
5,0
lax
15.3
- , I
err
-
I
44+Y1
,
I
-
-
I
1 I 1 I
1
I
Simi
19040450Ren 06:1e403mey
31+50
Tight
DEL 100.0Fa
Depth l0.OF3
0233510,1
2106069.1
O.
14.0
+51
OA
5.0
10.0
54
2010m
5s96
5350
1069
Le06:2000
2310 3000
923217e13.4
400.0
002335416.6
011602632
$400
+10.0
+SA
00
5.0
101
150
-
1
I 1 1
5455
1
-
'''.-
-
-
I
I 1
I
waxy Arthead suns+
140404 Allem kith&6w00
63+50
Temple+
Delesofd
DNA 10.40:1
TI Coastal Services, Inc.
987-13 N. Green Meadows Drive
Wilmington, NC 28405
910.821.135E
Vertl4 241 Datum
Converalon
4■ Newel,
1 2-64'
MEAN LOW WATER
Cross Sections - East & West Bulkheads
/92335251A
Y:1E63401
01
44
«xB
00
5.4
100
15A
2010291u0e+
4010
4w9
100,0
Lergh 0001
2006
0401.
300.0
261.4
4900
002335200,0
2:106481A
5100
4.4
+SO
AO
50
106
150
-
4w0
1
1
1
of
-
' 1
p
i
I
1
4
-
1934045mey
4.00
Te1401
51100.0 101
Dep%10.0Ft1
02125605.6
Y 106154.2
0.0
1104
4s.o
DO
5 0
10.0
19.6
Slirw^9 Same,.
6+00
6+03 146114557
100.0 20011
931200002634
390.0 4E0.0
002335221.6
21E6292.6
000.0
+16A
+5.0
0.0
5.0
500
156
, I
I
1
W01
1 1
1
1 _
-
I 1 I
I I I
1014045u+cy Targpal
0500
DAL1000E51
146410,0 108
X2A56102
001663031
01
116
+5.0
C.0
5,0
IOA
15.9
207025 Sum1101464
4+8
4+50 LAVEORO Aa00.02051A
1004 200.E 3000 4000
1(2155555
2:105436.6
5000
+ILA
452
50
13.0
I50
I
I
1
1 I
4752
1
1`r
_
_
`
_00
I I
'
I I , I
I
Surey Tepee
4450
DAL1000 FIE
De1010Art1
123357940
11061056
00
+1m6
15.0
w
5.0
162
150
20I0203+0*7
4+44
0.50
1003
124444 6M0
20033
3001)
45440002532
4000
X23352103
2:1052442
50D0
+10.2
550
60
50
103
150
=
-
, I
d'
,
I
,
6454
I
1
'-'''
-
-
1
-
I
I
1
I
I I
490401 Surrey
6130
Tem*
0&.10d2 FAD
6401101111
Cross Sections - Southern Bulkhead
0:2355151 62+90 Le*: 21/911 Pau0.134 X2335573.4
2:1050545 0:1062401
00 1002 X0.0 30011 490.0 500.0
.t4.4
A0.9
1 1 I 1 1 -
07W
.5.0
5.0
-
no
00
5.0
s0
-
IAO
10.0
1
1I I 1 1
45.0
152
MAN 5Ndan Seat s96y 166401sa01em Lit M'1I Sir ++ Template 08L100AFt1
32120 52+00 29651021161
0:245522.1
2:195068.1
0.
410.4
+5.0
00
5.0
109
15.0
2340215auBem
52450
22+53 1e020'.2000
161.0 210.0 3E0.0
01e1,134
430.0
12230514
21E62625
500.0
+10.6
.50
PA
50
102
150
a..I-
-
, , 1
391A4
1
1 -
-
I
1. I I
1
I
OAned Se+ey 1935345740ern 324E+0uway
32150
1eapule
CAL100061
2054100 Rb
CAROLINA BEACH MARINA UPLIFT
CAROLINA BEACH
NEW HANOVER COUNTY, NORTH CAROLINA
PRE -CONSTRUCTION SURVEY - OCTOBER 29, 2020
CROSS SECTIONS
107335EET
2:1062541
00
+10A
+5.0
5
5.4
2016295urey
5400
5411 Legdt RC
1000 200.0
Pama'.263.4
700.0 40,0
0:23252449
00106393.1
SOLO
+10.0
+5.0
50
15,0
, I
f
I ,
9+90
1 1
I
1'--
1 _
i
1
I 1 I
1404545/4y Tem633
5+00
AKL100A RN
01.400 Ft
)92135152.5
2 066450.9
0,0
14.4
+SA
0.0
5,4
10.0
50
20103530oy
7+00
7+00 length VS
1000 A10.0
3090
tam* 203,4
4E0.0
0023351407
2:106115.5
5000
m.o
+5.0
0,0
5,4
162
15.a
, 1
- _J1
1
1
1.1111
I
:
N
1
-
_
1
1
1
J
1 I
-
191464Sumy Temptki
7+00
06L1000FEN
Dee10.9 FM
010354740 6540 L070200.0 45667E134 X:2336525.3
11E602E0 21252722
0.0 1000 401.0 300.0 401.0 500
+10,0
0.0
.r•••`1-
-
1 1 1 1 _
S519n
+AA
+50
00-
0.0
50
5.0
113
13
' I
1 I
15.0
d Y Trap:X01 00L100.0Fre
2010295/6496BSim11ra2 S1190404 Sateen 4Ane4ew61
57100 03+00 2.3M 10.0 Eth
Graphic Scale
Horizonatal
O' Ed 100' 200'
Scale: 1" a 100'
Vertical
0- a' 10' 20'
Scale: 1' = 10'
11 . 17 = Half Scale
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NA083 120111, Survey Feet
2. Vertical Datum: NAVD88, Survey Feet
3. Data collected by 71 Coastal on October 29, 2020 and represent conditions at
that time.
4. Soundings are expressed as depths in feet and tenths.
5.2016 Aerial of downloaded from NC OneMap GeoSpatial Portal on October 27, 2020.
6. Mean Iow water conversion based on the Beaufort Datum.
DWG NAME: CB Marina PreConstruction Survey_2020.dwg
DWG DATE: November 6, 2020
SURVEY DATE: ociober 29, 2020
SCALE: As Noted
SHEET: 4 OF 4

A
B
BATHYMETRIC SURVEYOR'S NOTES
(TI COASTAL SERVICES, INC.)
1. HORIZONTAL DATUM: NC STATE PLANE - ZONE 3200,
NAD83 (2011), SURVEY FEET,
2. VERTICAL DATUM: NAVD88, SURVEY FEET,
3. DATA COLLECTED BY TI COASTAL ON OCTOBER 29, 2020
AND REPRESENT CONDITIONS AT THAT TIME,
4. SOUNDINGS ARE DEPTHS EXPRESSED IN FEET AND
TENTHS.
5. 2016 AERIAL OF DOWNLOADED FROM NC ONEMAP
GEOSPATIAL PORTAL. ON OCTOBER 29,2020.
6. MEAN LOW WATER CONVERSION BASED ON THE
BEAUFORT DATUM.
LAND SURVEYOR'S NOTES
(ROBERT H. GOSLEE & ASSOCIATES, PA)
1. FEMA FLOOD MAP INFORMATION:
MAP PANEL: 37203139001
FLOOD ZONE: "AE"
MAP PANEL DATE: APRIL 3, 2012
2. CORNERS ARE MARKED AS NOTED ON MAP.
3. ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.
4. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
5. WATER MAIN SIZES AND SOME LOCATIONS ARE PER THE
TOWN OF CAROLINA BEACH UTILITY MAP AND SHOULD
ONLY BE CONSIDERED APPROXIMATE,
G
NOTES:
1. RESTORE ANY DAMAGED CURBING & SIDEWALKS -
MATCH EXISTING.
2. REPLACE ANY DAMAGED LANDSCAPING - MATCH
EXISTING.
- 3. REMOVE SEDIMENT CONTROL DEVICES.
4. REPAIR OF EXISTING 12" STORM WATER PIPE AS
SHOWN ON BY DATED . WORK
TO BE COMPLETED UNDER MINOR MODIFICATION TO
CAMA PERMIT 86-18 DATED
5. ALL UTILITIES SHOWN ARE EXISTING UNLESS NOTED
OTHERWISE.
6. CONTRACTOR SHALL INSTALL NEW TIDFLEX SERIES
35-1 CHECK "FLOOD" VALVE AT SIX (6) STORM WATER
PIPE LOCATIONS.
N DROP
BOLLARD
+6
+6
NE
SID
r
5' TYP.
5' TIP. +W0
WALK 7.6
DR7:0
/60w17.fl
1n
lz +71 I
▪ +7.1
+7,1
1 +71
=+7,1
• ,7 +7,0 � +
IRS.
NEW 5' SIDEWALK
TACTILE PAD - EE
DETAIL, TYP.
3/
INLET
EOP •
MANHOLE
ss
MaNHotF
+7.6
+7.0 _
-
UNKNOWN
MANHOLE
//-NEWGANGWAY 114
/
UNEW FLOATING ^ 4,a
4JFINGER PIERS 4.
(27 ON SOUTH SIDE) 4, N
BATHYMETRY
VERTICAL
DATUM: MLW
NAVD88
2.54'
+7.1
2 +7 3 +7,1 +7.2 �.)
+7,1
- •' �7.0------ +6,7 69
+6.R -` _ +6.7 +6.8
+6." +68 +7.8 �70_-__-- I.
+6 +7.0 _ --+r71 +7.1 r
.! ` +72 •3 -
1.2 '..;
03:2
f5.,� - 7,_,.._ w `d- r ~ 4 I ` - / 4 �4 EXISTING FLOATING DOCK/ 5.3 \ 3
_ ,-1 PUMP
/ 5� ����-� 4' , _ � - I � - !-1 4.. R\ C+I, ry } >, �`:. C]UT
/5 ram, l -� Lr] c[ I ,
\ '-1 _17 /,5.1 �10-W'1 I//�1 4. 1 CO ! I 1 14.Et d--1 CO 1 Tr 4,7! 1 \N I UFII 9 Ln, STATION _- 49
it-W 1 I 1 4.. 1 1 1 rn �- 1 3/
1 I� 40 I- /I NI 4 1 10.,7 A I __1 5d _ f
�' 7e7 I I II 4. II I /w w 4 7 I ! I fi. I a s� - 6 SEseACK uNE j .. , -
--,: t ¢a 4., �a� ���. 4.7 •1 1 44
1u1n ' _ I • .13 _/ �... �.
Ponaaru'u n7�4�-�io nWn�1< -1-f -"I �� 5,-
o n c.J {i 1 1 / - --(- I 5.9 ! 1 1 ( I KAYAK/DAY DECK , .
wwo,/� - R9 I / 1 1 a�'6'' 4
1 L, 4.9 1 \ 1 1 / 1- 5-TT-`'-_ 1 5. I 6
,8 • \ / '4 e/7 i-- _ _I 7_} _-I ! T 5 5• .9 �__ 6.6
ij 5.4-_� 3NEv //i.7 //\ `I - 17.8 1�1,,-� 1 • ,e,_g' 1 ___ 1 .5 ` 6,6
.. 5.�� . •ter... _L 1 .-.A - t1 i _ -. - , _ _ I--
SETBACK7D" f.CAVICrATTONAL CHANNEL LIME
.9 2 8 7 I - - - - '� I E.9 Yam^ - 7.4,
• /
6.4 NAVIGATIONAL CHANNEL LTMjtiI.IfVE \ ' /r - ` 1�.3- r " �- - fl \ - ~ �r�+ r r f • 7.6 `
?lam _ \ 1 �"79 -1 lY _T 7 g
4;h
1 asu� 1.5iviviai.»'aisin 1S3 1.3 11.29.
4
f 113 lLl l 9,
y \ 9.6
/f> 8.0 / / !f II I� 113 97 r
8' !11,3 10.8
w / EIS 1 1.2 10.7 9,8
z r• 8.2 I II 1 112 10 7 9.8
9,8 RECEP
8.3 1 111 13 7
_5/ 8.4 ! l I 11.1 1 0.7 9.8
.' \ 8.5 1 1.1 10.9 98 O
/ 9.9 p
I c 8.6 r 1 114 11.3 9.9 SUt• V
g � I\! 8,7 I r .I. ,_11.4,r�w�G�G,��=� 1L5 9,7
y .a up a ca !� �- •� ,- 11,5 b u; i n vl in in � cn ul Ln in 11.8 . u t 9.4
� co�m� �aW.4�com87 ��1irv�euma<I"�' 11.6--��1_� 11.5 �� i6`6 9.1 ``
CQ vu l' I g.6 11,7 2:3 11.6 i Y0.4 y i�Mit
i' • 8.5 1 11,6 g.5 �JutiY!
1 \ PROPOSED SHEET PILE BULKHEAD l 12,3 1 )1,5 l 1Q.1
a(APPaox. 6spLF roTAL} 12.3 11.4 J `' '� ` �.
- 2 8.3 1 \- SEE STRUCTURAL DWGS. 12212.3 / 11.4 7 5
s9 7.t
•
8 3 B.3 \ ` }LD 121 ' :::: _ 1D + J O - S.b - 7' t slrin��
S.1 8,1 16.5 )i 9''
St 10,3 11.5 99 8,4 6. xAI et-- rr
8.1 � - G
81 179 1 11.1_ - 91 _5.4
• \� S9 r1 �� 97 ` 10 $ r _......-
276 Jrr ,r 4r y
l \ ----
/79 ��m nmvo0. 9.14 �vww�u �Po fi 00 �?/ - -
1 /// 4 K41glti
1 / In 40'._p„ 3 SETBPg. '
�cd �rJ .{7\+0 7 7 37 0 � 41 0 � U / i�;6 / 6_p, 17,_p„
`S1p .` 6.3 // / 1 .5
7 .1 7 5 -�, r 7-8 -
6.9� / 2.0-
7 6 3 ZO 7.5 /5 8 , f ?r : Y5
�/ 1r 5 / ;) /� 1 ;' �1t 1
7.2 �1--1'`a
NEW
B.5 NEW GANGWAY r1 CONCRETE CAP LU
I -SEE STRUT, I Iy
87 I \1-E 7.2 I -
1
w �-ISEW SIDEWALK
,. , +6.1 4- 5
UTILITY LOCATION SURVEY BY: ARDURRA
ARDURRA GROUP NORTH CAROLINA
DATED: APRIL 25, 2019-
FIEC ELCC
POLE FOLF
7.2
7.2
RAISED PLATFORM 01J Pr,r/i" a
'1? 11 I
// +6.2 Jf
ARDURRA
MUIRTATG OUfNORTIIGItOUNA
3165P,4414r1,A uc, Buil. 102
W I n41on,0ortNCaroline 28401
Phone. [phone]
www_Ardncra.corn
L
\
7 i\
7. 7. 1 P m - �,nm�a�•
7 p m m 7 7 0 Qn1 W v a u 8 q1,_p„ _� - y ~� 41'_p1=
.p (P - - �'kS-!
N 6 O / 7.6 6p' _ 8 i `B ' 8 2 -a' - _ A- 7,.
NAVIGATIONAL CHANNEL UMTT LONE -- t_' . r \ � 1 7
r _ 7.2 \ 1 A 5
72 \ rf `.1 /-. t°--c. -A KULINE 6 5 I
7.z - ... \9 • _ • - 6'
--r 4
7 2 fl .
NEW 'FLOATING 5, I(�T�, '3 :,'.`.,
FINGERPIERS • IS \` I `. .' I \ 1��.2
(7 ON EAST SIDE) m m Ln •.7jj7 \ II ``\ 7.1 r
Z(SEE STRUCTURAL i - " I .S V\ :. I 1\�7.1 1rv1
DWGS.)
66 Lags• ?6.
� I; l .: I I6cTT0 M6
PERVIOUS / IMPERVIOUS TABLE
-
INSIDE AEC PROPOSED
INSIDE AEC - EXISTING
IMPERVIOUS
PERVIOUS
IMPERVIOUS
PERVIOUS
BLDG
400
SIDEWALK/WALKWAY
6,361
2,964
3,098
6,516
ASPHALT
17,267
17,799
PARK 1 CRASS
10,912
8,277
TOTAL (89)
23.028
13,876
20,897
8
44,792
7.2 /EXIST. 15" B'P. INV.= -1,22 W/
2 NEW TIDAL VA VE -pSEEI NOTE 6
• I4• 6.2
6 ,.mo'S
iJ(. a7'`GE 52-
1'1551 -
/ L E.2 UP
dJ
I„PI23TE = 3,06' II
DEP (E - 546'
I V 15" BHP (, =0,08'
�OP OF Wl1ER INS - I.. 16' II
ROP IF= / A
CANAL DRIVE V72 N 4w)- 9
MA CIE \ `I
1+ l OHE
AEC LINE
CONCX TE OWE
DROP W
JOP GRAZE _ E-9A'
INV 12" RP(IV -
�/.28.
LAND SURVEY BY: ROBERT H. GOSLEE & ASSOCIATES, PA
ENTITLED: TOWN OF CAROLINA BEACH OF CANAL DR. {I --IR.-
DATED: AUGUST 1, 2018
+6.3 ~4--
DROP INLET
TOP GRATE = 2.63'
INV 12" RPP (N). = O.00'
INV 1•.L" 8PP (E) _ -0.44' H r
50'
NEW #LOATING DOC
EXISTING CURB TO BE
5 REMOVEDP NLEI
.& REPLACED"
TOP GRAZE = 327'
INV 12 ISPP(1V; = 0.55'
DROP INLET
POW? POLE TOP CRATE + 281'
41211T RV 12" BPP (5) = 0.72' w
NC
CL
r
PROPOSED NEW PAVING
LJ 41106E
HEDGE
(TOP OF 15 BPP = 1:1
pow Foos
ti
N
lr 5,
I6• 8
Ill,. 4r,,1
DROP INLET
TOP GRATE = 3-63'
INV 15- EPP ON) - DAi'
INV 12" RCP (E) _ -1,64'
1 'O
DROP INLET
/NOP GRATE = 3.62'
V 12" DPP (E) 2 055'
PAVED PARKING @ OWE
/
MLW
VERTICAL DATUM CONVERSION
r"4
NEW DECK
SEE STRUCT
WO*. N R MP
4'SEE STRUM-.
SANITAFY SEWER IL4NHOLE
TOP = 3.55'
INV 12 PVC (NW) = -3.67'
a o
W Awn ua+I.
REPAIR & REPLACE
12" RPP -SEE REF.
DWG & NOTE 4
sfi �
TIMBER DECK & BULKNEA
DECK WAS PERMITTED ON
PERMIT 4
GREASC
DROP u
TOP GR.
INV 12"
NV 12'
ARNE A ca
+4NHARY
TOP = 3.6
INV 12" P1
1NY
4__DROP INLET
TOP GRATE = 3.4
INV 12-RCP (E)
NV 12" RCP (W)
AROUND 1'
AVEL ON2E
INLET
TOP GRATE - 3.06'
INV 15" BPP (E) _
INV 12" RCP (W) = -0.1
PROPOSED SITE, GRADING and STORMWATER PLAN 4�-��
SCALE: 1"=20' 661 ,'1 Sheet)4144 O;RAPHIf 4SAl F 1N FFFT. 1"=30' r)w24 Chrat5
1^vam r11.1� cl,nars
40
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVI
CAROLINA BEACH
NORTH CAROLINA 28428
r
a
;ED
OZ
0
o
ICON,
NC
1:2
3
g
c
_
u) O
m
aOZ
W s
9
agues
ea O.
ZG3�
7,aaz
0= I
Cr
.46 W
Z
0 6
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOO Nb.
DATE:
201P35461-00
12.03.21
C3

TRAFFITFLOW
1
P,2
2
144-10 40"x18"
DETOUR' SIGN
R11-3a 60"x30'
'LOCAL TRAFFIC
ONLY' AND
M4-10 40"x18°
'DETOUR' SIGN
R9-9 24"x12'-
'SIDEWALK
CLOSED' SIGN
R9-9 24"x22'
'SIDEWALK
CLOSED' SIGN
CANAL DRIVE
141�—
\.W20-4 W20-7A36"a36"
36"x36" 'FLAGGER' SIGN
'ONE LANE
R11-3a GO"x30° 'ROAD CLOSED, ROAD AHEAD'
LOCAL TRAFFIC ONLY", SIGN
RI1-4 60"x30" 'ROAD CLOSED
TO THRU TRAFFIC; AND
M4-10 46"x18" 'DETOUR' SIGN
L W20-I
36"x36"
ROAD WORK 1.
AHEAD' SIGN '.
CAROLINA BEACH AVE.
LOCAL
TRAFFIC
ONLY
TOWN OF CAROLINA BEACH
PARKING LOT
WORK ZONE
' 395'f E
�_
1 TAPPER WORK ZONE ('ANAL DRIVE
FIAGGER ` '''''"^-W20-336"x36"
TRAFFIC CONES Y. ROAD CLOSED' -
10' SPACING SIGN
\-TYPE III RIGID BARRICADE
TRAFFIC FLOW
RII-3a 60"x30"'ROAD CLOSED,
'LOCAL TRAFFIC ONLY', �\
R11-4 60"x30" 'ROAD CLOSED
TO THRU TRAFFIC' AND
M4.1046"x10 DETOUR' SIGN ..
W20-4 36"x36"7
'ONE LANE ROAD'
AHEAD' SIGN Vl
W20-7A 36"x36
'FLAGGER' SIGN
TOWN OF CAROLINA BEACH
PARKING LOT
TRAFFIC FLOW
W
TEMPORARY TRAFFIC CONTROL PLAN
100 75 SO 25 0 50
SCALE: 1'=68' (22045heet) SPEED LIMIT 25 GRAPHIC SCALE IN FEET; 1"=50' (22x34 Sheet)
1"=100' (11x17 Sheet) 1"=100' (11x17 Sheet)
CAROLINA BEACH AVE.
3
4
6
7
8
10
11
W20-1
36"x36"
'ROAD WORK
AHEAD' SIGN
W20-2--
36"x36"
'DETOUR
AHEAD' SIGN
00
2
/V
ARDURRA
AMNIA GROUP NORTH CAROLINA
3109 Prechlm A= ,uc. Sl,ilc 162
Wllminglon, Nolt6 Carvx3o 21403
Phone. (91 LH 397-1929
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS;
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 28428
0
F
6
0
NORTH OAROONA
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOB NO,
20193540-00
02.0,21
C4

2
4
5
7
8
9
10
12
A
B
O
F
G
H
SLOPE PER PLAN
/2" SF-9.5A
ASPHALT LAYER
6' ABC STONE BASE
PAVEMENT SECTION
SCALE: N.T.S.
ASPHALT PAVEMENT
SEE PAVEMENT
SECTION
6"
MIN
�I - II IIIiiIII�II
EDGE OF PAVEMENT
SCALE: N,T.S.
NEW ASPHALT & OVERLAY
2" TYPE SF 9.5A
oEi1"
BASE - SEE
PAVEMENT
SECTION,°,
"1 SAWCUT
SUBGRADE SUBJECT TO
PROOFROLL. REMOVE ANY
PUMPING MATERIAL.
REPLACE W/ SELECT
MATERIAL & COMPACT 1N
SIX INCH LIFIS.COMPACT
IN SIX INCH LIFTS.
REMOVE EXISTING PAVEMENT
°d?8 8?a3 SPoR 82o.
EXISTING
BASE°
once'rn4" •
I`I 11
I I 1=1 ll V i=1
COMPACTED SUBGRADE
EXISTING/NEW PAVEMENT JOINT DETAIL
SCALE: N.T.S.
EXPANSION
RESTRAINT
AS REQ'D.
6" COMPACTED
ABC STONE
I I IU1T�T11�TT
SAWCUT
CONCRETE
1111e111111111 de n 4
Q„TIhII= ` ,
COMPACTED
SUBGRADE
CONCRETE REPAIR DETAIL
SCALE: N.T.S.
�LTE
aolypa� g�C,
ND1".'OLg'.N NETTY
[\\��11AR�ETIRp T1iANN• $1 7REry E oR
�TE
IlcA) NO , 6C � N
NTAL S A9N4kiN
EXIST.
BASE
ra
FLOATING TURBIDITY BARRIER CURTAIN
SCALE: N.T.S.
1" REEAR FOR BAG
REMOVAL FROM INLET
(REBAk NOT INCLUDED)
OPTIONAL OVERFLOW
SILTSACK41O11. EQUAL
DUMP LOOPS
INCLUDED) RT
EXIST, CURE INLET
INSTALATION DETAIL
SIDE VIEW
INLET PROTECTION BAG INSERT
SCALE: N.T.S.
2
OPTIONAL TURBIDITY BARRIER: TYPE
2 HEAVY DUTY FLOATING TURBIDITY
BARRIER CAT. NO. FTB 225052 BY
ACF ENVIRONMENTAL DR
EQUIVALENT,
CURE
OPENING
RD.,7E1V1.7D
0LI
2'
4
ICURB 30' MAX. SPACING
MMINEEI
1/8" R. TOOLED JOINT
1/2" EXPANSION
JOINT MAT'L
EXPANSION JOINT
(8)
■
SLOPE WALK
1/8" MINI PER FT.
AWAY FROM BLDG.
TOOLED JOINT
1/4" X 1" DEEP UNLESS NOTED
OTHERWISE
1/4" MIN. DROP
AT DOORS
/ / O
BLDG./STRUCTURE
CONTRACTION JOINT
(CJ)
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE,
2. CONTRACTION JOINTS (CJ), SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS
PAVEMENT WITH NO CURB.
5. 1/2" EXPANSION JOINT (EJ) REQ'D AT 30' MAX., AT SIDEWALK
JUNCTIONS, AT STRUCTURES AND A5 NOTED ON SITE PLAN.
STANDARD SIDEWALK DETAIL
SCALE: N.T.S.
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
1
NOTE
5'-0' STEEL POST
u
WO
0
STEEL POST
WIRE FENCE
FILTER MEDIA EXXON
GTF 100E DR
APPROVED EQUAL
BACKFILL & COM PACT
8" TRENCH AFTER
PLACING FABRIC
NOTES:
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
8' APART 0.C. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION,
6.) SILT FENCE INDICATED ON PLAN AS ❑ 0
TEMPORARY SILT FENCE DETAIL
SCALE: N.T.S.
GRANITE CURB OR
CONC. CURB
& GUTTER
CURB INLET
FIBER WATTLE ROLL
NOTE:
REMOVE SEDIMENT AFTER EVERY STORM EVENT.
INLET PROTECTION DETAIL
SCALE: N.T.S.
5
B
7
9
CONSTRUCTION SEQUENCE:
1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH COUNTY EROSION INSPECTOR.
2, BEFORE YOU DIG, CALL THE NC-811 CENTER AT 1-800-632-4949.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONRAOTOR TO VERIFY THESE AND
OTHER UTILITIES BEFORE STARTING CONSTRUCTION.
NOTIFY UTILITY LOCATING COMPANY (NC-811 5 1-860-632-4949) OR INDIVIDUAL
UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
3. THE CONTRACTOR I5 RESPONSIBLE FOR CONTROL OF SITE ACCESS AND SAFETY.
MEASURES WILL BE TAKEN TO RESTRICT ACCESS BY THE PUBLIC AND TO ENSURE
THE PUBLIC SAFETY.
4. INSTALL SILT FENCE AND INLET PROTECTION.
5. COMMENCE GRADING OPERATIONS.
5. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
7. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED.
GRADING NOTES:
1. INITIATE CONSTRUCTION SEQUENCE Nos. 1 THRU 4 BEFORE BEGINNING CLEARING AND
GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
FROM CITE.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER
THAN 3:1 SLOPES.
6. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
EROSION CONTROL:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION AND IS SUBJECT TO A FINE,
2. STABILIZATION I5 THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
I5 NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADING S40RES MUST BE SEEDED AND
MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER,
4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
GRANTED BY THE EROSION CONTROL INSPECTOR.
5. IF ACTIVE CONSTRUCTION CEASES FOR 2.1 CALENDAR DAYS DURING GRADING
OPERATIONS. ALL DISTURBED AREAS, INCLUDING DITCHES MUST BE SEEDED,
MULCHED, Si TACKED, UNLESS WRITTEN APPROVAL IS GRANTED BY THE
EROSION CONTROL INSPECTOR.
GROUND STABILIZATION REQUIREMENTS
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter dikes, swales, ditches, and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less
In length & are not
steeper than 2:1,
14 days are allowed.
Slopes 3:1 or Natter
14 days
7 days far slopes greater
than 50' In length.
All other areas with slopes Flatter than 4:1
14 days
None, except for perimeters
and HQW Zones.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEOIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET
PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREAS WILL HE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER.
SITE NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES
WITH FIELD CONSTRUCTION CONDITIONS.
2. BORROW MATERIAL: ALL BORROWED MATERIAL MUST COME FROM A
LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STATE.
3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE
REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS.
SEEDING SPECIFICATIONS:
LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
SEED (NON-NCDOT RIGHT OF WAY): PER ACRE
NOVEMBER-MARCH
BERMUDA (UNHULLED) 20 LBS.
WINTER RYE (GRAIN) 50 LBS.
FESCUE 80 LBS.
MARCH-NOVEMBER
BERMUDA (HULLED) 30 LBS.
FESCUE 80 LBS.
MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
ON ALL SEEDED AREAS.
TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE
ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE.
AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING,
OR EQUAL ON ALL DISTURBED AREAS.
x MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED
AND/OR FOR CONTRACT TIME.
10
11 12
/V
ARDURRA
AEDUMA GROUP NORTH C2EOHNA
309 Peach,ree Ave., Sulk, 102
Wilmington, North Carolitu 2FA63
Phone: [phone]
wxw.A,dum.inm
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 28428
p0
0
2
S
g
4
i
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOE NO:
2019-3549.00
DATE:
02E3.21
C5

A
BATHYMETRIC SURVEYOR'S NOTES (TI COASTAL SERVICES INC,)
1. HORIZONTAL DATUM: NC STATE PLANE - ZONE 3200, NAD83, FEET
2. VERTICAL DATUM: MLW
3. DATA COLLECTED BY TI COASTAL ON APRIL 4, 2019 AND REPRESENT
CONDITIONS AT THAT TIME.
4, SOUNDINGS ARE DEPTHS EXPRESSED IN FEET AND TENTHS.
5, 2012 AERIAL OF DOWNLOADED FROM NC ONEMAP GEOSPATIAL PORTAL.
LAND SURVEYOR'S NOTES (ROBERT H. GOSLEE & ASSOCIATES, PA)
1, FEMA FLOOD MAP INFORMATION:
MAP PANEL: 37203130001
FLOOD ZONE: "AE"
MAP PANEL DATE: APRIL 3, 2012
2. CORNERS ARE MARKED AS NOTED ON MAP.
3, ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.
4. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
5. WATER. MAIN SIZES AND SOME LOCATIONS ARE PER
THE TOWN OF CAROLINA BEACH UTILITY MAP AND
SHOULD ONLY BE CONSIDERED APPROXIMATE.
/
NEW CONCRETE
CURB
+ + +
wives
0,mc
P iU1CA
691I
+6,9
.8
__s+a8
CONCRETE
o ACCESSS APRON
m.
6, 00 NEW 20'x20
6INFORMATION BLDG
" I +7.0
+77 ,0
1 4.7.0
I I+7.1
1+7.1
1 +7,1
1 +7.1
+7,1
CONCRETE
-SEE CIVIL.
+ + +`+
_1J =J U•
I V
v }
_ I
+6,
�r
+6. 1
+6.9}+ s !
.9� LIONT
nREA
+6.9
+6,9
+6.9
+6.9
+6.8
+6.7
+6.7
+6,60
+6
710 i-
8
+7
+7,6 +7.2 6
+7.6 -+�9- yY~ +6.
- - +6.9 +6,
+7 Y-__r70__________
-+4.
.ATE_----- --
+71 +7
EX+ --
.SIDEWALK +7,2
217- F-
s
ACCESS --
NEW \
PLATFORM (20'x10') 4 T
-� J
12-W
4'S` 11 W , / / t-s.1 -1ON wa /.
1 / / d.2 / ,4!0
•�f 1 f \ /14I� � > i/ 4.7
ill CA tS1 Ul U1lJl +��b\�A 4�-,'P
.LE -E. �+
A A' U1 Ut Cn,4 :7 _ - 7 7S 9 .P .P k .? -P
CC+ 475 Ci TV W r�5 'J U1 iJ1 fF U1 d W W N LV
NE T^ „n ",nl[D ry 4 .a is is o+la / }'
W 30 GAN WAY (ADA /
1-S 1 4.9
�59 / .g.�. 6b
-•7 / - - - - -- r(2f _ - -. - .�•1 - y 5. IST. PILES iO 6.8
/ram 6-6$__�-„_ T f 87 REMAIN _67/ 7.d5.9IvrAVIG�TI�ONNAL CHANNELU NE
5 �'NAVIGATIONAL CHAmg LTh7}T-u E t'f-- .� �' i :777:8...9.-:.6,
6 7.S 1Cr6 _ 1) 5 �O 7 6._ 7.7 11i 146 �� 7.9-
jj-j'a=-"`6T-/J�Irl�k�I J �I�! �f �]-J�f�l J�1gI cod . 11.41 umg a „armmmm �-8.� 5
9 vu �m 6.�. �Qmeam u D Om7.8 mo�m�n /Jw& f15v wPA ruucn }i.3 1q 86 87
10.5 8.9
EXIST. PILES 8.6 I I r 11 3 1 J 10 4 `�` 8�9` 13. `
8.�.._,. I I +� 11.3 _ c -
o7 TO REMAIN 10.5 ;�
3 ,/ 81 ! f 113 10.8 li
9,5 9 4
10 7 115 9.7 9,6
74! B3 I 11.2 if 16,5 99 9.7
FIN / - 10.71q,5� 0 2 _ - -9,8jNEW FLOATING8'4// + 11311,1 r10.710.610,4-9.8`-FLNGER PIERS 8 5 1il.1/l6 710.7 0.4 9.8•
n j I {s ON SO H SIDE) 6 / l/ 11.2 __ 18.9 10.B 10.5 I, 9.87.8 rl / S.71 I 1.4 i4f 10.9 10.6 `, 9.8 - 1 e
Q 1 y l 8.7 V 114 � :� 3 �13 10.5 1 9.9 �g �+C ��/J�C»
, / - � rn coJoa87 4m p D 90oo R� 115 113 RECE� V E
4 2 commmOb �19II"m�B.6 c'''°' v-illvm'D'P •u� 11.6 a n n �u:._,::, u }21 1.4 �ti 6.6 i 98
cb, I15 1q.6 9 4
�a3~ \ \I 8,5 1 \ 11,(7L 123 11.6 f 10S 9.1
R, } \ PROPOSED ;{Ef=T PILE BOLKH�A.p 17.3 11 6 / JUL
8,4 (APPROX.ISOLF TOTAL } r 10.4 8
) 12.3 11,5 r� 101 f ' 85
8 3 1 - SEE STRUCTURAL OWES. 17,3
�f 11,4 ,1 _ ---Y
8,2 `� \ i1�.0 .212.2 i / 11.3
~y93 �-7,�
g.i l ,9 ' fob __ 6 7 __-Itr�WIILMINC T
8.1 116 311.5 8 9 s` 8 4 y a+zs L1Ni
7.3 7r, �/1 1,� 11.1 v 9,5 8:1 . wASsL�
�t9 �71 I ^\\ 11 / 7 9 \1 �-._ 9.4 _ ` -11T7 J NEW TIMBER 9.1 ,ogsG I
» f• ----7 1 I m oD 1 7,7 '-1 comma can g.l;i1L'ifilf--frio ��00 162_-MOORING ,T 7.6........--•,.'.....,„��5,4 r cn ispp --I m J'q ry well mpis m + m �D cT�-sip ` rPILES - TYP. �.4 r - 7.4 c 40 -0,. 4. - - - !
6 5 n ion C, } 1 7,6 NEW FLOATING FINGER _ \9'1 %¢ ^ f
f
/ 17 0 (' 0 3,�b
EXIST. PILES
TO REMAIN
WATER
METER
Cf NCREETTE�
ACCESS APRON
- SEE CIVIL
8
2 +7,5 +7.1
1 _ +7.1 +7,1 _ +7.2 \�
--+6.9-----_ r--_ +7'11
+6.7 +Er,
+6.7 +6.8 +6.9
+6.8 +7,0 _ 6.9
+7,0 - +7.2 3- y yl
--+,2 - -
10
"' 3,8 -
\a • /• ~96 • • a a p'•. •✓ • • • 56�a i •
,at
\ 4
/
3.3
32
�F
7,4 1 *3' 8'1
7,4 . . g,6. nJ
�.3L- - - r1 7.9 I\
I\ 7 6 S VI 7. ?
6 67-5 \/ 7
C.,I / s NAV,IGATI.
NEW 30' GANGWAY • �\
Wl/� • �q 7,2 1
- 72 J1
7 47,_0„ '.2. ��
7,8-S
71 40'-0"
qI
» D�� �7.2
EWGANGWAY (ADA) 7.2
HANNEL LIMIT LINE
37'-0"
�-S6 (-' j �,i/4.L EXISRNGFLOAT3NGDOCK' S.Oi 4`\\ \\ \ +Y'
1
r "`P \ \ 1 O
1 v 4.6 A l \24 '9
4.6
4.75
4' I
co 1, _ LD
41
.Pp� a„ciwwwl.�J�4,7
C31Qw�07-J C1�1-J} V 4.7
.LT '3--
S.a y .a 4 / 1
54
SETBACK LANE /
i
•
513-
4`8� --
4.9
5.1
N I1 9 T+d
3y0 ,-
3
11
12
BATHYMETRY NAVD88
VERTICAL J2.54'
DATUM: MLW T MLW
VERTICAL DATUM CONVERSION
5.3
/ i- _ i-7.1-- '�'_ 49' LAUNCH KAYAK
7 64
6.P ••
EXIST.
-.PUMP
OUT -- 4.9
STATION -y-
55.6
6.1- � - SE7gBCK LINE
PIERS (7 ON EAST SIDE)
-. (SEE STRUCTURAL DWGS.) / , '2 /
f.o
6'-0" `41't•0L
I5•
•7
5 i4
5
FL �� ":
�`4 per^1� rL 45 q` R� Y; . 1 O a x
I ,, .{ ���M��PI
EW FLOATIPG. DOCKi;1:a.....:: :i:ii.:
�... ..-.r-.ram-w
L�►1..r.f.e .s r.�.r+.r,� r r s,avrLtrw�, ° �� T.,�* ^i.r r_ ;, ;... "..t,,. : bki :; .4
\a a��@i.ems a. S 'rI� �rrwaE,a;�r r. rrrE 'I F i
» E TIM-E` WAL WAY A' V' �r A�
_ R HOG SLAT -SEE �' . .�►\\�:*��?'w?\�•.
ISED
14-0 N
*zrz
DROP BOLLARD NEW PLATFORM =+� " •�`_ �� L�f< `4 .RD rNLE-F-SEE CVIL
/ II L ADA GANGWYJ, a-- - "�
VIEWING I V ii ACCESS PLATFORM DNor INLET -SEE CIVIL--
20'x20' I "x7') � �� 1 11! ��
_QTY = 27 / \ 8.1
8.3
S�?
6.6 //
3 /
a18 1i
, �� '/ 5.3'\ f '.
W
/ \ • Z2/'\ 1
W/ ADA
( )
MANHOLE
NOTES:
1. SLIPS 501 THROUGH S-9 WERE PERMITTED &
CONSTRUCTED UNDER CAMA PERMIT 86-18.
2. T = TRANSIANT
C = COMMERCIAL
D = DAY DECK
3. SEE CIVIL FOR HIGH GROUND WORK.
4. NEW DECK PERMITTED UNDER
- DENOTES HANDRAIL - SEE
E0+ •
INLET
55
MANHOLE
MA
HOLE
NO WA. INLET
N'
+6.2 ff
\ f l uROP INLET
MnN LP if CANAL DRIVE -SEE D1+JL
l_ ,NNI N1\ HDIE "\ t
POLE "o10
DROP INLET
-SEE CIVIL
UTILITY LOCATION BY: ARDURRA
ARDURRA GROUP NORTH CAROLINA
DATED: APRIL 25, 2019
VERTICAL DATUM: NAVD 88
FM Ah
DROP INLET
-SEE CIVIL
cfc' - -
APPROX. 343'-0"'EASIDE)
7
7,5
11.5
.5
-,,4
`4i 171
NW
6�0
HFDC_,_
-01tOP INLET-5E5 0151
LAND SURVEY BY: ROBERT H. GOSLEE & ASSOCIATES, PA
ENTITLED: TOWN OF CAROLINA BEACH OF CANAL DR,
DATED: AUGUST 1,2018
VERTICAL DATUM: NAVD 88
+'p•� I DROP INLET -SEE GIVE
DROP INLET
-SEE CIVIL
0HE
PAVED PARKWC-&-17272
0 1
•
SANITARY SE1+5R
-SEE CIVIL -
ANHOLE
17T-0. S£rBACf -
4 Q •,
5
2.0 -
T5
}1
ADA VIEWING STATION
2x TIMBER DECKING
s
GREASE TRAP
DROP INLET
-SEE CIVIL
OWE C0NC F
SANITARY SE1YEi
-SEE CIVIL
-t•--�DR� INLET
-SCE CJIIL
w >• T J» INV 12- RCP (W) ,,-
TIMBER DECK & BULKHEAD AROUND
DECK WAS PERMITTED ON 1E
PERMIT #
PROPOSED MARINA LAYOUT & BULKHEADS
SCALE: 1"=20' 92x34 Sheet)
1"=40' (11x17 Sheet)
rivet 0Niv£
DROP INLET
TOP CRATE = 3.05'
40 30 20 10 0 20
GRAPHIC SCALE IN FEET: 1"=20; (22x34 Sheet)
40
/v
ARDURRA
A DUARAGROUPOOkftf CAAOSINA
3804 PeadoIrcc Annue, SuiI,102
Wilmington, North C I..a78403
Phone: [phone]
INvw Ardurret chin
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVI
CAROLINA BEACH
NORTH CAROLINA 28428
li
ON,
I`IC
w
0
z
rg
11
51.
8
Z
a o
CO V
F- F-
0
�Z
ow
s r
' W
2 V a
0 cc
CO LLI .4 a
Q rc
ZL7��
Wn=
0re
QY
V -1
Q tl
Z
O
F-
0
g
c
CD
CO W
0
0.
fY
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTPON
JOB NO:
20193549-00
DATE
88.0.121

1
10
a
1
6
6
10
A
B
D
E
F
I;
H
2 a
Statement of Special Inspections
Project: Carolina Beach Town Madna
Location: 110 Carl Winner Dr,
Owners Representative: Mr. Bruce Oakley
Owners Address: 1121 N. Lake Park Blvd
Carolina Beach, North Carolina 28428
Architect 01 Record: N1A
Structural Engineer of Record, Mark F. Weiss, PE
This Statement of Special Inspections Is submitted as a condriion for permit issuance in
accordance with the Special inspection requirements of the 2018 North Carolina State
Building Code. It Includes 2 Schedule of Special Inspection Services applicable to this
project as well as the rla.me of the Special Inspector and the identity of other approved
agencies intended to be retained for conducting these Inspections.
The Special Inspector shall keep records of all inspections and shell furnish inspection
reports to the Local Building OtfiClal, Structural Engineer and Architect of Record_
Discovered discrepancies shall be brought to the immediate attention of the Contractor
for correction. If such discrepancies are not corrected, the discrepancies shall be
brought to the attention of the Local Building Official. Structural Engineer and Architect
of Record, The Special Inspections program does not relieve the Contractor of hie or
het responsibilities.
Interim reports shell be submitted to the Local Building Official, Owner, Structural
Engineer and Architect of Record.
Interim Report Frequency: Monthly
A Final Report of Special Inspections documenting completion of all required Special
Inspections and correction of any discrepancies should be submitted prier to issuance
of a Certificate of Use and Occupancy.
Job Site safely and means and methods of construction are solely the responsibility of
the Conlra0I0r,
Statement of Special Inspections Prepared by (Structural Engineer of Record)
Men et Pd 0..,re1
Signature Date
Owner's Author¢aflon Accepted for the BCO by:
Signature Data
Signature Date
4
Schedule of Special Inspection Serv€ce5
Structural Steel
5
Rem
Qualifications
Scope -
1. Fabricator
Ccrification1Quelty
Control Procedures
51
• Enure fabricator meets requkemenba of NC5SG
1704.2.2
• Collect Oedemata et Compliance front fabricator at
completion of fabrication
z Welding
51
• Continuous Inspection of welding In accordance wtth
NGSBD Table 1704.3
• Collect certificate of compliance far weld filler
material
• Center/use of approved Tier material and In
accordance wet AWs 01.1
a structural Derails
6 Bolling
SER /Sl
Si
51
5ER f SI
. Periodl;lnsped'r0n of Neel framing and pint details
• Collect malerlal data cheek Reboil.. nuts, and
washers
• Cored certificate el compliance from bon supplier
• Periodic Inspection of bolted connections
6 Material
Cedlficellan
al
• Colect Certified mill teal reports
Cast -In -Place Concrete.
Item
QuelHleallone
Scope
I. Ma DesignlMaterior
Gerllkcallms
SER 1 Sr
• Callao no designs and verify appreprale into 0se
daring specific Installation
2. Reinforcement
Installation
SER 1 Si
51
• Periodic Inspection of reinforcing steel ant welded
wire lebrk
• Colbdton ofcertipad mill.Mtreports
3. Generale
Plemaren0Nbnllorleg
Fresh Concrete.
SamplMg a prep oiliest
earner..
51
SI f RI_
SI
• Continuous Inspection of rasbin-plena concrete
placement
• Gonteuous monitoring of sampling of fresh
concrete, :dump led, air content teal, temperature
of concrete and creation of strength teal
specimens
• Continuous impaction of belts tc be Installed in
concrete prior to end during placement
4, Curing & Protection
SI
• Pehod1IrlspadleFla of curing teen moues
5. Structural Precast
Concrete Members
SERI SI
• Periodic inspection of attachment of precast
n ambero
Schedule of Special Inspection Services
The following sheets compose the required schedule of special inspections for this
project. The construction divisions which require special Inspections for this project are
as follows,
El St uct ure! Steel
O Cold -Formed Steel Framing
EI Cast -in -Place Concrete
L I Masonry
❑ Wood Construction
❑ Soils
El Special Foundations (Piles or Piers)
❑ Wall PanelsNeneer
❑ Sprayed Fire Resistant Material
11 Exterior Insulation & Finish System
❑ Smoke Control
71 Seismic Requirements
❑ Fire Rated Penetrations
Inspection Agents
Qualifications
Address
1. Special inspector
51
2 Structural Engineer of
Record
SER
3. Testing Lalwrdoty
RL
4. Other
Note: The inspection and testing agent shall be engaged by the Owners Agent, and
not by the Contractor or Subcontractor whose work Is to be inspected or tested. Any
conflict of interest must be disclosed to the Town or the engineer, prior to commencing
work.
2
Schedule nl Special Inspection Senile..
Soils
learn
Qualifications
Scope
1Eee Preparation
SI
• Determine that see hoc hate prepared In
aceorthere with !he approved Kills report
2. RII Placement
SI
• Determine anal material used and reunion.. lilt
Ihiolnees comply with approved sops tepee
' 3_ Density Evaluation
Sit rrL
• Determine mat In -lace dry denstty of the
compacted NI compiles nIM approved soils rapid
Schedule of Special Inspection Services
Special Foundations (Plies or Piers)
Item
Quaaficatiops
Scope
1.Eiile Faudatiotq
&UUSER
St
• !raped to verify Men pileburd0ibra an being
installed and during load toots.
• Record cutoff end tip elevation of each pee+NMO. to
s pemmnsni reference
2_ Pler Foundations
StiSER
• Inapacl placement and Lan ton al pier foundations
4
5
6
7
7
a
a
10
11
BULKHEAD & PILING NOTES
LAYOUT:
THE GENERAL CONTRACTOR SHALL PROVIDE ALL LAYOUT
REQUIREMENTS TO CONSTRUCT HIS WORK TO THE LINES
AND GRADES AS SHOWN ON THE PLANS.
STRUCTURAL STEEL:
1. DESIGN, DETAILING FABRICATION, AND ERECTION OF STRUCTURAL
STEEL SHALL BE IN ACCORDANCE WITH THE STEEL CONSTRUCTION
MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
NINTH EDITION, UNLESS OTHERWISE MODIFIED ON THE DRAWINGS
OR IN THE SPECIFICATIONS.
2. STRUCTURAL STEEL: ASTM A36
3. BOLTS: A325 3/4-INCH DIAMETER H.S. BOLTS H.D. GALV., U.N.O.
4. WELDING ELECTRODES: A233 E70 SERIES
5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN
WELDING SOCIETY STANDARDS, LATEST EDITION.
6. DESIGN CONNECTIONS FOR FULL STRENGTH MEMBER.
7. STRUCTURAL STEEL CLEANING: STEEL STRUCTURES PAINTING
COUNCIL LATEST EDITION: TO SUIT PAINT CO. REQUIREMENTS.
8. PAINT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL
WHICH 15 NOT GALVANIZED. CLEAN, PRIME, AND PAINT WITH
TWO -COATS OF EXTERIOR MARINE GRADE PAINT.
TOUCH UP AS REQUIRED IN FIELD AFTER ERECTION.
9. NO SHOP PAINTING ALLOWED WITHIN 3-INCHES OF FIELD WELDS.
10. ALL ERECTION WORK FOR STRUCTURAL STEEL SHALL BE CARRIED
OUT IN STRICT ACCORDANCE WITH LATEST OSHA REQUIREMENTS.
CONCRETE.:
1. CONCRETE WORK SHALL CONFORM TO ACI 318, LATEST EDITION.
2. PRE -CAST, PRESTRESSED CONCRETE:
5,000 PSI AT 28 DAYS WITH CORROSION INHIBITOR.
3. CAST -IN -PLACE CONCRETE:
CONCRETE PLUG 4,000 PSI TYPE I WITH CORROSION INHIBITOR.
4. PRESTRESSED STRAND: ASTM A416, GRADE 270
INITIAL PRESTRESS FORCE FOR 7/16" DIA. STRAND = 21.7 KIPS
AND FOR 1/2" DIA. STRAND = 28.9 KhPS.
5. REINFORCING STEEL BARS: ASTM A615, GRADE 60 EPDXY COATED,
UNLESS NOTED OTHERWISE. EPDXY COATING ON REINFORCING
SHALL CONFORM TO ASTM A775.
6. CONCRETE COVER FOR MAIN REINFORCING AS FOLLOWS:
CONCRETE SURFACE EXPOSED TO SOIL:
UNFORMED SURFACE: 3 INCHES
FORMED SURFACE: 2 INCHES
CONCRETE SURFACE EXPOSED TO SEA WATER IMMERSION:3 INCHES
CONCRETE SURFACE EXPOSED TO WEATHER:
SLABS: 2 INCHES
BEAMS: 2 INCHES
7. CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" x 45 DEGREES.
8. CONCRETE SHALL HAVE AN APPROVED ADMIXTURE TO PROVIDE
4 PERCENT TO 6 PERCENT ENTRAINED AIR.
9. CONCRETE FINISH:
EXPOSED BEAM SIDES AND TOPS: WOOD FLOAT AND RUB
SLABS AND CURBS: WOOD FLOAT AND BROOM PER DETAIL.
STEEL SHEET PILES: SECTION PZ22
CONFORMING TO ASTM A572 - GR. 50.
COATINGS: BY GLIDDEN OR APPROVED EQUAL
GLID GUARD BITUMASTIC, 2 COATS, 6 MIS DRY/COAT,
BLACK, NO. 61778.
UNLESS NOTED OTHERWISE, COAT AS FOLLOWS:
A. SHEET PILES: BOTH SIDES - UPPER 20•
B. MOORING PILES: (STEEL PIPE): - UPPER 30'
C. ALL BULKHEAD WALERS, RODS, MISCELLANEOUS PLATES.
D. HARDWARE: GALVANIZED, COAT ALL SURFACES
(PLATES, BOLTS, WASHERS, NUTS, ETC.) EXPOSED
TO EXTERIOR.
E. ALUMINUM: NONE
F. CONCRETE: NONE
G. RAILING POSTS: NONE
H. RAILING AND HARDWARE: SEE DETAIL
10
11
12
f V
ARDURRA
ARIXIRM GROUP NORM CAROLING
ie49 Feachmcc Avenue. Suite 102
VA anuipine. Nardi Carolina 28403
none: [phone]
eww,Ardum.ccm
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRE86,
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 28426
ro
R
0
U
S
0
z
0
0
6
2
5
6
0
11
4
CANAL DRIVE and CARL WI
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JCS N0:
2618454240
DATE:
02,63.21
S1.1

2
4
6
7
8
9
10
12
A
B
D
L
G
EXISTING BULKHEA
TIMBER BULKHEAD
BELOW WALK
EL. +7'-0"
TOP OF
NEW PLATFORM
EL. +7'-0"
TOP OF EXISTING
CONCRETE
BULKHEAD
NEW CONCRETE
WALK SEE PLAN
6X6 TIMBER POST
AT 4'-0" O.C.
1 }" 0 RAILS AT 6"
2x8 DECKING
2x12 STRINGERS
AT 16" O.C.
2x12 SPLIT CAP
CLASS B TIMBER PILE
RAMP DOWN
ENLARGED PLAN PLATFORM "A"
1/4"=1'-0" (22x34 SHEET)
1/8"1'-0" (22x34 SHEET)
ACCESSIBLE
HANDRAIL SEE S411
EL. +5.5'
TOP OF NEW
CONCRETE
BULKHEAD
EL. +5.5'
TOP OF
NEW PLATFORM
RAMP DOWN
}
011
( )
ACCESSIBLE
HANDRAIL
SEE S411
)
EXISTING BULKHEAD
TIMBER BULKHEAD
BELOW WALK
NEW CONCRETE
WALK SEE PLAN
L.
3"
-3"
EL. +5.5'
TOP OF
NEW PLATFORM
EL. +5,5'
TOP OF CONCRETE
BULKHEAD
L.
(
{
0-
()
0
RAMP DOWN
ACCESSIBLE
HANDRAIL SEE S411
Ig
X.,--XL
E
EG
N.
1
—�
LIR
6X6 TIMBER POST
AT 4,0" O.C.
1}"O RAILS AT 6''
2x8
DECKING =
2x12 STRINGERS --
AT 16" O.C.
2x12 SPLIT CAP
CLASS B TIMBER PILE
``
_
El
RAMP DOWN
III
ri)
c)
EL- +5.5'
TOP OF
NEW BULKHEAD
1 }"0 RAILS AT 6"
6X6 TIMBER POST
AT 4'-0" O.C.
2x8 DECKING
2x12 STRINGERS
AT 16" 0.C.
2x12 SPLIT CAP
CLASS B TIMBER PILE
ENLARGED PLAN PLATFORM "C" f4)
1/4"=1'-6" (22x34 SHEET(
(2204 SHEET)
NEW CONCRETE
WALK SEE PLAN
ENLARGED PLAN PLATFORM "E"
1/4"-1'-0" (22x34 SHEET)
1I8"-1'-0" (22x34 SHEET)
4 3 2 1 0
GRAPHIC SCALE IN FEET,
1/4"=1'-0" (2204 SHEET)
1/8"=1'-0" (2204 SHEET)
4
8
/\/
ARDURRA
MCURPA GROUP NORTH G1Rp1NA
IRS 0 515 1 A"rnnc, Store 152
Wilmington, North Carolina 25455
Phone [phone]
www.Ardvm.eom
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 26426
ISSUFA FOR PERMIT ONLY. NUT FOR CONSTRUCTION
5
5
2
ENLARGED PLATFORM PLANS
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOB N0:
DATE:
201935490/
02.03.21
S2.0
2
15
4
5
7
10
11
12

a
A
A
GRADE
NEW CONC.
WALK SEE CIVIL— \ \
- 1r I Tp
2
4
EL. +7'-1"
TOP OF DECK
NEW BULKHEAD
B
C — —
D
E
G
H
EL. +7'1'
TOP OF DECK
EL. +4'-0"
EL. 0'-0" MAVD88
1 11 II II
O
er
a
O
O—
EL. +4'-0"
EL, +7'-1"
TOP OF DECK
EL. -F4'0"
EL. 0'0" MAVD88 EL. 0'-0" MAVD88
EL. -4'0"
GRADE
PILE TIP ELEV.
PLATFORM "A" EAST ELEVATION
1/4"=1'-0" (22x34 SHEET)
1/8"=1'-0" (22x34 SHEET)
GUARDRAIL
5
6
•
�■
NEW CONC.
WALK SEE CIVIL
7
GRADE
1■1■I■Ii1■I■•iii•I�I -s�
1711
GRADE
EL.-25'-D"
PILE TIP ELEV.
NEW CONC. —
WALK SEE CIVIL
1 II U II II U II U II II II II II II 11 I
EL. -4'0'
GRADE
•
EL.-25'0"
PILE TIP ELEV.
PLATFORM "B" WEST ELEVATION
1/4"=1'-0" (22x34 SHEET)
1/8"=1'-0" (22x34 SHEET)
NEW BULKHEAD
NEW BULKHEAD
EXIST. BULKHEAD
PLATFORM "A" WEST ELEVATION
(22x34 SHEET)
1/8"=1'-0" (22x34 SHEET)
GUARDRAIL
GUARDRAIL
'I I
1 II 11 11 11 II V 1
1 1 11 II IL II 1 ll ll 1 II II II 11
11 II 1 1 I
GRAD
PILE TIP ELEV.
PLATFORM "C" EAST ELEVATION
1/4"=1'-0" (22x34 SHEET)
1/3"-1'-0" (22x34 SHEET)
2
3
EL. +7'-1"
TOP OF DECK
EL. +4'-0"
EL. 0'-0" MAVD88
EL. -4'-0"
GRADE
PLATFORM "B" NORTH ELEVATION
1/4"=1'-0" (22)(34 SHEET)
1/8"=1'-0" (22)64 SHEET)
EL. +5.5'
TOP OF DECK
— NEW BULKHEAD
EL. 0'-0" MAVD88
5
GRADE
NEW SIDEWALK - \
SEE CIVIL
EL.-25'-0"
PILE TIP ELEV.
8
9
1
GUARDRAIL
10
EL. +7'-1'
TOP OF DECK
EL. +4'0"
11
EL. 0'-0" MAVD88
EL. -4'0"
EL.-25'-0"
PILE TIP ELEV.
PLATFORM "A" NORTH ELEVATION
l/4',l'-0" (22x34 SHEET)
1(8"=1'-0" (22x34 SHEET)
GUARDRAIL
EL. +5.5'
TOP OF DECK
GRADE
EL. -2'-0"
PILE TIP ELEV.
PLATFORM "C" SOUTH ELEVATION
1/4"=1'-0" (22x34 SHEET)
1/8"=1'-0" (22x34 SHEET)
9
NEW BULKHEAD
GRADE
12
4 3 2 1 0
GRAPHIC SCALE IN FEET:
4
12
/NV
ARDURRA
ARDDMAGKMR NORTH CSSCUNA
3109 Peachtree Avenue. Suite 1U2
WihnIrgron, North Carolina 28401
Phone: [phone]
wrvm.Aedu"a,cnm
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD-
CAROLINA BEACH
NORTH CAROLINA 28428
ro
0
0
s
0
0
a
s
5
a
5
5ggg• 5
c
OZ 2
Z V
U �
�5
co w
a cc
ZC3¢
w
cca i
O =
gg
a —1R3
vD
Oco
Z
O
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOB NO:
2019-35E9110
DATE:
22.03.21
S3.0

6
8
5
5
5
rft
i3
A
B
G
0
E
G
2
Filo S408
3 5/8
CLR.
TYP.
SEE S403'
P.T. 2x8 CROSS BRACING
W/ (1) 3/4"0 THRU BOLT
W/ GALV. OGEE WASHERS
& NUTS @ EVERY OTHER
PILE BENT
P.T. CLASS B PILES
3/4"0 THRU BOLT
EA. END W/ GALV.
OGEE WASHERS
& NUTS (TYP.)
7 S410
Ln
P.T. 2x8
3
2x8 (CHAMFER INSIDE CORNER) W/
82TS W/
d77NAILS 0 9" 0. 11LAGTOP LRAIL
P.T. 2x6 TOP RAIL
P.T. 6x6 S.Y. PINE GUARD
RAIL POST 0 4'-0"# O.C.
RAILING - 1 1/2" O.D. ALUM.
PIPE W/ BLACK ANOD. FINISH
RAILING - 1 1/2" O.D. ALUM.
PIPE W/ BLACK PROD. FINISH
4x10 BLOCK 0 EA.
POST BETWEEN PILES
TREATED 2x8 DECKING
(BARKSIDE UP) LAID W/ 1/8"
GAP & (2) l6d GALV. NAILS
OR #12 GALV. DECK
SCREWS PER STRINGER
2x10 P.T. JOISTS @ 16" O.C.
(2) P.T. 2x12 SPLIT PILE CAPS
18GA GALV (G90) LIGHT
GAGE CLIPS AT STRINGER,
EA. END. - SEE NOTES
S406
S401 DETAIL - PIER
SCALE: 3/4"=1'-0" (22x34 Sheet)
3/8"=1'-0"(11x17 Sheet)
P.T. 2x8
1 1/2"
P.T. 6x6 POSTS
P.T. 2x8 BRACE W/ (2) 1/4'0
SSTL SCREWS EA. END (PROVIDE n
5 1/2"8 BLOCKING TOP END)
P.T. 2x8 2x8 W/ (2) 1/4"0
SSTL SCREWS EA. END
P.T. 2x10 W/ (2) 1/4"0
SSTL SCREWS E END
11111
S411 SECTION - ACCESSIBLE GUARDRAIL
SCALE: 3/4"=1'-0" (22x34 Sheet)
3/8"=1'-0" (11xI7 Sheet)
2
CROSS BRACING
SOLID P.T. BLOCKING
CROSS BRACING
5
L3x3xi/4 X 3" LONG
5/8"0 x 11" H.D,
GALV. MACH. BOLT
2x4 X 12" LONG
R 3/16"x3"x0'-3"
PILE CAP
PILE
11/2"
S403
6
5/8"0 N.D. GALV. MACH. BOLT
5/8"0 5" H.D. GALV. LAG BOLT
5/8"0 x 16" H.D. GALV. LAG
BOLT OR 5/8"0 H.O. GALV. MACH,
BOLT WHERE NOT 0 PILE
5/8"0 H.D. GALV. MACH. BOLT
W/ COUNTER SINK HEADS
(2) 3/4"0 H.D. GALV. OGEE
WASHERS & NUTS
LET -IN CAP 1 1/2" EA. SIDE
W/ BEARING ON BOTTOM
AT PILE LOCATIONS
S402 DETAIL - POST CONNECTION
SCALE: 1"=1'-0" (22x34 Sheet)
1/2"=1'-0" (11x17 Sheet)
3/4"0 THRU BOLT W/ GALV,
OGEE WASHERS & NUTS
CROSS -BRACING
S406 DETAIL - MIDSPAN CONNECTION
SCALE: 1"=1'-0" (22)64 Sheet)
1/2"=1'-0" (11x17 Sheet)
4
1.875 0.D. x 0.125 x 7"
RAIL PIPE SLEEVE C&
FREE END
S407 DETAIL - RAIL PIPE SLEEVE
SCALE: 1"-1'-0" (22x34 Sheet)
1/2"-1'-0" (11x17 Sheet)
7
7
s4�
S408
S403 SECTION
SCALE: 1"=1'-O" (22)64 Sheet)
1/2"=1'-0" (11x17 Sheet)
PILE CAP
S408 PLAN - PILE CAP
SCALE: 1"=1'-0" (22x34 Sheet)
1/2"=1'-0" (11x17 Sheet)
a
S405
SEE S403 FOR
POST CONNECTION
10
GUARD
RAIL POST
SEE S202
BOTTOM
GUARD RAIL
WHERE NOT @ PILE LOCATIONS
S404 DETAIL - POST CONNECTION
SCALE: 1"=1'-O" (22)(34 Sheet)
1/2"=1'-0" (11x17 Sheet)
11
4x10 BLOCK 0 EA. RAIL
POST BETWEEN PILES
7
— GUARD RAIL POST
BOTTOM GUARD RAIL
RIM JOIST
J
--s
PILE�I/
L3x3x1/4 x 8" LONG
W/ (2) 3/8' 0 x 3 3/4"
LAG BOLTS EA. LEG
RIM JOIST
(SHOWN BROKEN
FOR CLARITY)
STRINGER
PILE CAP
PILE BEYOND
"\STRINGER -
EXTEND TO RIM JOIST
S409 PLAN - GUARDRAIL POST AT JOIST END
SCALE: 1"=1'-0" (22x34 Sheet)
1/2"-1'-0" (11x17 Sheet)
11
2
GUARD
RAIL POST
SEE 5402
BOTTOM
GUARD RAIL
_x10 RIM JOIST
BREAK 0 POST
LOCATIONS
S405 SETION
SCALE: 1"=1'-0" (22x34 Sheet)
1/2"=1'-0" (11x17 Sheet)
12
/
ARDURRA
AADYIAA GIOJr NOUN CEROBI+A
3x09 Peachieec Avenue, Suitc 102
W/I,00i go o. t orah Carotins 21340,
P6ono:[phone]
.nNune.c�m
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 28428
0
z0
8
SECTION & DETAILS
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOB N0:
2019-364400
BATE:
02.03.21
S4.0

A
B
0
2
BAR
SIZE
(8)
BAR
DIA. d6
(In.)
MINIMUM LAP SPLICE LENGTHS
CONCRETE
REINFORCING BARS:
3
0.375
28"
4
0,500
38"
5
0.625
47"
6
0,7E0
57"
7
0.875
82"
8
1.000
94"
1. BASED ON f0=60,000 psi FOR GRADE 60
STEEL, fc=5,000 psi, fm=1,500 psi.
2. TABULATED EPDXY COATED BAR LAP SPLICE
LENGTHS FOR USE WITH CONCRETE BASED ON
CLEAR SPACING AND CLEAR COVER NOT TO BE
LESS THAN dh, AND STIRRUPS AND TIES NOT
LESS THAN THE CODE MINIMUM.
REINFORCING CONTACT
LAP SPLICE SCHEDULE
3/4" CHAMFER ALL
AROUND @ 12" O.C.
EXIST. TIMBER
D BULKHEAD WALL
E
G
H
EXIST. TIMBER
BULKHEAD WALER 4"0 JET FILTER
NEW SHEET PILE
3
P2 22
WT. PER 5F
SEC. MOD. LF
22.06
18.4
SHEET PILE
SCALE: NS.S.
ANCHOR ROD
i!6 REBAR n f (EMBEDDED IN CAP)
SHEET PILE BELOW I
(EMBEDDED IN CAP) 1
CONCRETE CAP PLAN
SCALE: 1"=1'-0" (22x34 Sheet)
1/2"=1'-0" (11x17 Sheet)
SCALE: 1!2"=1'-0" (2204 Sheet)
1/4"=1'-0" (11x17 Sheet)
4
83 REBAR STIRRUPS
@ 12" O.C.
NEW ANCHOR ROD 7
IMBEDDED IN NEW CONC. /
CAP - SPACING PER PLA
4
L NEW BULKHEAD CAPS
7
T E E 7 7 T
1
T4-I---�
I
B
%
`—
NOW BULKHEAD
SHEETPILE
7
O O
0
O O
O
O
O O O
0 O O
O
0
0 0
0
0 O
NEW
SECTION/EXTENSION
- MATCH
COORDINATE
LOCATION W/
OF CAROLINA
PIPE
EXIST.
TOWN
BEACH
NEW PRESSURE
(TOP & BOTTOM
SHEET- PILE
(2) i"0 H.D
WASHERS
TREATED
- EACH
- 4 PLACES
GALV. BOLTS
@ FLUTE &
6x8
SIDE OF
TOTAL) W/
W/ OGEE
5 ON EA. END
O O 0 0 0 0 0 O O
o 0
O 0 0- o o O 0 O O
NEW BULKHEAD ELEVATION © SLEEVE PENETRATION
SCALE: N.7.5,
2
3
4
5
NEW SHEET PILE
NEW PRESSURE
TREATED 6x8
(4 PLACES)
NEW PIPE
SECTION/
EXTENSION
WITH FLOOD
VALVE
(SEE CIVIL)
5.
T.O.C. CAP/DECK
ELEV. _ +5.5' NAVDBB
T.O. SHEET PILE
9. ELEV. = +4.54' NAVD88
SEE,>AN
FLOATING DOCK
//.� B.O. FILTERWEAVE
`t (ELEV.=-1.13' MLW)
7
#3 STIRRUPS @ 12"
0.C. EPDXY COATED
3/4" CHAMFER
ALL CORNERS
(10) #8 EPDXY
COATED
DRIP BEAD
1'0" ( 8 1/2"
NEW PZ22
SHEET PILE x
30'-0" LONG
(EPDXY COAT
UPPER 20')
ANGULAR
WASHED
#57 STONE
NAVD88=0.0'
A
FILTER FABRIC=-1.38' NAVD88
(ELEV.=+0.5' MLW)
4"0 JET FILTER @ 7'-4" O.C. W/
EPDXY COATED STEEL BODY
COAT HOLE 1N SHEET PILE W/
COAL TAR EPDXY
MARINA ELEV.=-11.0' NAVDBB
(MAX. DREDGE DEPTH)
NEW DRAINAGE
FABRIC
POUR CONC. AROUND
COLLAR JOINT
(MIX DESIGN TO INCLUDE
UT ADDITIVE
EXIST. STORM
PIPE (SEE PLAN)
NEW COLLAR
SECTION B - B AT NEW PIPE SLEEVE PENETRATION
SCALE: 1"=1'-0" (2204 Sheet)
1/2"=1'-0" (11x17 Sheet)
5
7
2'-2"
H.D. GALV, PL
3/4"x6"x0'-6"
-III I�III{
11=11 I- FI I 1=11
6
NEW 6x6 TIMBER H.R. POST
H.D. GALV. 11/4"0 THREADED ROD
CUT EXIST. TIMBER WALL / PILE AS
REQ'D FOR ANCHOR INSTALLATION
THREADED ROD ADAPTER
USE 35" IF
AVOIDING
OBSTRUCTIONS.
WORKING
DESIGN LOAD
CAPACITY= KIPS
EXIST. 8x8 TIMBER
BULKHEAD WALER
EXIST. TIMBER
BULKHEAD WALL
MIRAHI FILTERWEAVE 300
WOVEN GEOTEXTILE FABRIC,
FILTER CLOTH TO BE
EMBEDDED A MINIMUM OF 6"
INTO CONCRETE CAP.
MIRAFI FILTERWEAVE 300
WOVEN GEOTEXTILE FABRIC -
LAP 1'-0" MIN.
EXIST. 12"0
TIMBER POLE
10
11
12
GENERAL SHEET PILING NOTES
1. SHEET PILE NOTE: GENERAL CONTRACTOR TO REMOVE ANY
CORROSION ON SHEET PILE TO CLEAN STEEL AND COAT WITH 2
COATS OF COAL TAR EPDXY. GENERAL CONTRACTOR TO APPLY 1
COAT OF COAL TAR EPDXY AT SHEET PILE JOINTS.
H.D. GALV. HELICAL ANCHOR x 42'-0" LONG (MIN.)
SEE PLAN FOR SPACING. WORKING DESIGN LOAD
CAPACITY=" KIPS @ 15" SEE NOTE I
SECTION C - C TYPICAL RETAINING WALL
SCALE: 1"=1'-0" (22x34 Sheet)
1/2"=1'-0" (11x17 Sheet)
NOTE 1: REINFORCED CONCRETE DEADMEN MAY BE USED AS ALTERNATE TO
MECHANICAL ANCHORS ALOGN CANA DRIVE.
8
8
10
H.D. GALV, EXTENSION ROD
SECTIONS BY HELICAL ANCHOR
MANUFACTURER. HELICAL
ANCHORS TO BE INSTALLED
BELOW UTILITIES (TYP.)
11
12
/NV
ARDURRA
MODEL.. GAUP NORTH CMOUNA
11309 Peachtree Avenue, Suire 102
Wilmington, North Carolina 21447
Phnne: [phone]
wvnvArtlum-com
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 26428
0
0
O
ISSUED FOR PERMIT O
0
5
0
rc
SECTION & DETAILS
ISSUED FOR
PERMIT ONLY
NOT FOR
CONSTRUCTION
JOB NO:
20193649-90
DATE,
02.09,21
S5.0

A
B
C
U
E
F
G
H
2x10 RAIL
" C
2
.11
Ifier
•
rr�t1
2x6 TOP PAIL
1 1/2" SCH40 ALUM.
PIPE RAIL (TYP.)
2x4 W/ HOLES TO
RECEIVE RAIL
40
6x6 TREATED POST ^'
2x4 TOE KICK
2x4 BLOCK SUPPORT
FOR TOE KICK
S601 SECTION - RAILING
SCALE: 1"=1'-0" (22x34 Sheet)
1/2"=1'-D" (11x17 Sheet)
POLE
MATCH ANCHOR BOLTS SIZE & PATTERN
1" CHAMFER SEE NOTE 51
1/2" EXPANSION JOINT MATERIAL
TO WRAP LIGHT. FOOTING AND
CUT FLUSH WITH SURROUNDING
FINISH ELEVATION.
4
6'-6
6
7
"����
0MEW
' ...
MOUNTING PLATE
SLOPE VARIES (REF.
LAYOUT PLANS)
CONCRETE WALK
Pgrepleimpro
e -r. 1 �I•���Ii�s•
0 \\
(5) k6 VERTICAL REBAR,'��1ti� T. \\/\
EQUALLY SPACED M Or" //\
��\'ce, < f%ti
//�1-4 `
N4 REBAR TIES .R1 10' fit * 4 , �/\
• ..rp /.
%�//,/i //i.%/,' .X//,/X//,//"\%�%`�\/ (3000 PSI)
—0"
Jr
S604 LIGHT/BANNER POLE BASE INTO GROUND
SCALE: 1"=1'-0" (22x34 Sheet)
• '112"-1'-0" (11x17 Sheet)
NOTES•
1. TOP OF LIGHT POLE FOOTING TO HAVE A 1" BEVELED EDGE ALL AROUND AND FINISHED
SMOOTH WHEN INSTALLED' AND SLOPE. EXPOSED FOOTING ON LOW SLDE OF SLOPE TO BE
FINISHED SMOOTH.
2 3
4
S602 ELEVATION - RAILING - TYP.
1"=1'-0" (22x34 Sheet)
1/2"-1'-0" (11x17 Sheet)
6 I 7
TIMBER TOP
RAIL
TIMBER RAIL
PIPE RAIL
TIMBER TOE
KICK
TIMBER PIPE
RAIL SUPPORT
BLOCK SUPPORT
FOR TOE KICK
TREATED TIMBER
POST
8
10
2 OF BOAT SLIP
13'0-
S603 ELEVATION - RAILING
SCALE: 1/2'=1'-0" (22x34 Sheet)
SCALE: 1/4"-1'-0" (11x17 Sheet)
10
11
(2) 3/4"0 H.D. GALV BOLTS
6x6 P.T. POST, TYP.
SEE 2/53
11 1 12
7\V
ARDURRA
WHAM GeOW NNPMR CAROLINA
ASO4 Peachtree Avem r, Suite 102
Wilmtrigwo, North Carolina 2803
f [phone]
.Ardum.com
TOWN
of
CAROLINA
BEACH
BOAT BASIN
OWNER ADDRESS:
1121 NORTH LAKE PARK BLVD.
CAROLINA BEACH
NORTH CAROLINA 28428
ISSUED FOR PERMIT ONLY. NOT FOR CONSTRUCTION
6
0
z
_
in
CO
� z
0 uj
m
W m
N Z
4 N
W a. 2 g
COW a
a CC w c
ZGa2
�aaz
SECTION & DETAILS
FOR REVIEW
NOT FOR
CONSTRUCTION
JOB NC:
VATL.
2019-3549-00
920121
S6.0

CAROLINA BEACH MARINA UPLIFT
PRE -CONSTRUCTION SURVEY
NEW HANOVER COUNTY
CAROLINA BEACH, NORTH CAROLINA
OCTOBER 28, 2020
TI Coastal , PLLC, COL #P-1248
381-B N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Graphic Scale
0' 300' 600' tsar
Scale: Y e B00'
11 K 17 = Hnlf S.W.

Major Permit Fee Schedule
Project Name:C6\r{-Irr"r.'t County:- `"``'- Check No & Amount:'3-
crir
(
INCO
Development Type
Fee
DCM °10
(14300160143510009316256253)
DWQ
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
excavation of any wetlands or
open water areas:
$250
100%
($250)
0%
($0)
II. Public or commercial development that
does not involve the filling or excavation
of any wetlands or open water areas:
,
$400
100%
($400)
i
0%
($0)
HI. For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,S; C, or D below applies:
III(A). Private, non-commercial
development, if General Water Quality
Certification No. 4175 can be applied:
$250
100%
($250)
0%
($0)
III(B). Public or commercial development,
if General Water Quality Certification
No. 4175 can be applied:
$400
100%
($400)
0%
($0)
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
$400
-{\—
\
60%
($240)
40%
($160)
•
4
$4bb
0
60 /o
($240)
if GenerWater Qu
Certification No. 4175al cannot beality applied'
400 /o
IV. Development that involves the filling
and/or excavation of more than one acre
of wetlands and/or open water areas:
$475
60%
($285)
40%
($190)