20090666 Ver 1_CAMA Permit Application_20090608

`•?.' 09-0666
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
June 4, 2009
MEMORANDUM: JUN O D
8 2009
TO: Cyndi Karoly, Supervisor o _WA
401 Oversight & Express Permits Unit 'v'I?S e
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Major Permit. Application Review
Applicant: . NC Wildlife Resource Commission - Carolina Beach BAA
Project Location: 220 Anne Drive, adjacent to AIWW (Snow's Cut), New Hanover
County
Proposed Project: To redevelop public boat ramp
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by June 27, 2009. If you have any questions regarding the proposed
project contact Holley Snider [phone], when appropriate, in-depth comments
with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
--This agency approves of the project only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity ; Affirmative Action Employer
North Carolina
Njqtmr"[?
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Wildlife Resource Commission
Carolina Beach Boating Access Area
2. LOCATION OF PROJECT SITE: 220 Anne Drive adjacent to the Atlantic Intracoastal
Waterway (Snow's Cut) within the Town of Carolina Beach, in New Hanover County
Photo Index - 2006-.21-7378 M,N,O-3 M,N-4 2000: 21-258 N,O-3 M,N,O-4
1989: 9-182 C,D-9 B,C,D,-10 B-11 1995: 21-240 M,N,O-7 M, N-8 L, M-9
State Plane Coordinates - X: 113535.478 Y: 2335686.172
Lat: 34°03"24.44884" N Long: 77°53"30.62015" W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/22/08 3/3/09
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received Complete - 4/28/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington- New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Bulkhead, rip rap, pier, boat ramps (2),
and gravel parking
Planned - Bulkhead, boardwalk, pier, boat ramps
(5), and asphalt parking
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 667 sq. ft. 924 sq. ft.
Disturbed
(B) Non-Vegetated Wetlands 11,520 sq.ft. 5,670 sq. ft. 2,215 sq. ft.
Open water Boat ramp Incorporated
(C) Other 10,000 sq.ft. 153,331 sq. ft.
Highground Disturbed
(D) Total Area Disturbed: 3.52 acres (153,331 square feet)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The North Carolina Wildlife Resource Commission is
proposing to redevelop and expand an existing public boat ramp.
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 2
Project Setting
The project site is located at 220 Anne Drive, off SR 1532; adjacent to the Atlantic
Intracoastal Waterway (AIWW) at Snow's Cut, within the Town of Carolina Beach, in New
Hanover County. To locate the project site from South College Road (NC Highway 132)
and Carolina Beach Road (NC Highway 421), travel south on Carolina Beach Road to the
Carolina Beach High Rise Bridge. Cross the AIWW to the Town of Carolina Beach, at the
first stop light turn left and continue on Access Road. At the stop sign turn right onto
Spencer Farlow Drive and travel approximately 0.3 miles. Turn left onto Anne Drive from
Spencer Farlow Drive. The project site is located at the end of the road.
The property is part of a 19.70 acre tract owned by the US Army Corp of Engineers. The
project site is located on a 4.58 acre tract of land currently operated by the NCWRC as a
public boat ramp facility. The property has approximately 1,060 linear feet of shoreline
frontage (along the AIWW to the north and Carolina Beach Channel to the east). The project
site has an average elevation of approximately 4 feet above Normal High Water (NHW).
The site is developed with minimal highground vegetation. Vegetation onsite consists
primarily of domestic grasses and a wooded area. The wooded area, approximately 15,000
square feet, is located along the northwest shoreline. Vegetation consists primarily of Pine,
Live Oak, Red Cedar, Yaupon and Wax Myrtle. The shoreline along the property to the
south in the area of the boat ramp is vegetated with Smooth Cord Grass (Spartina
altemaflora). No existing drinking water or wastewater facilities are available on the project
site. No existing stormwater management practices exist on the project site and the
majority of the stormwater runoff drains via sheet flow to the existing waterbodies. Existing
structures on the property include gravel drive isles, gravel vehicle and trailer parking, two
concrete boat launch areas, two fixed docks, and one floating dock. The project site has
approximately 760 feet of shoreline frontage adjacent to Snow's Cut/AIWW and has been
stabilized with approximately 486 linear feet of wooden bulkhead. The bulkhead along the
north shore terminates at a 25 linear feet wing wall (estimated). The unstabilized shoreline
continues to the west for approximately 280 feet and has an identifiable erosion
escarpment. The bulkhead adjacent to Snow's Cut/AIWW has also been stabilized with
riprap that extends approximately 5 feet waterward of the toe of the existing bulkhead. A
combination of timber and vinyl bulkheads lines the existing concrete boat ramps and high
ground peninsula located on the eastern property boundary, adjacent to the Carolina Beach
Channel. The boat launch to the north provides access for two (2) vehicles, is
approximately 15 feet wide, and extends approximately 45 feet below Normal High Water
(NHW). Water depths in the location of the ramp are approximately -4.5 feet relative to
Normal Low Water (NLW). The boat ramps are separated by a floating dock measuring 8
feet wide by 55 feet long and the ramp has been stabilized on the north and south with a
bulkhead. A high ground peninsula separates the concrete boat launch areas, is vegetated
with lawn grasses, and measures approximately 20 feet in width and extends approximately
70 feet landward. The boat ramp located to the south measures 25 feet wide and extends
approximately 50 feet below NHW. Water depths in the location of the southern boat ramp
are approximately -2.5 feet below NLW. The boat ramp is stabilized by a bulkhead on both
the north and south sides. Adjacent to the bulkhead to the north and south, are two (2)
fixed access docks 4 feet in width. The dock to the north measures approximately 70 feet in
length and the dock to the south, approximately 55 feet in length. Located adjacent to and
offshore of the southern boat launch is an area Coastal Wetlands consisting primarily of
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 3
Smooth Cord grass (Spartina patens). This area of Coastal Wetlands extends to the south
and waterward of the existing bulkhead approximately 250 feet.
The Wilmington-New Hanover County LUP classifies the upland areas of the project site as
Conservation. - The waters of the Snow's Cut/AIWW and Carolina Beach Channel are
classified as SB jthe NC Division of Water Quality (DWQ). The NC Division of Marine
Fisheries (DMF) has not designated this area of the Atlantic Intracoastal Waterway as
Primary Nursery Area and the waters adjacent to the proposed project are closed to the
harvesting of shellfish.
Development Proposal
The North Carolina Wildlife Resource Commission is proposing to redevelop and expand an
existing public boat ramp. Improvements to the boat launch area would include the
excavation of a highground peninsula to widen the boat launch area, a landward shift in the
location of the ramps stabilized with bulkhead. The applicant is proposing to increase the
number of boat ramps from three (3) to five (5). The proposed relocation of the ramps
would allow for more protection from the north easterly fetch which often causes unsafe
loading and unloading conditions due to wind and wave action from the convergence of the
adjacent waterbodies. The improvements to the boat launch area would also include
excavation of the water bottom adjacent to the proposed new location of the ramps and the
approach to the ramps. The applicant is proposing an approximate 9 foot extension of the
bulkhead wing wall that stabilizes the northwest shoreline. Highground improvements to the
access area include the placement and grading of spoil material on the highground and
paving of the existing gravel parking area. The proposed construction of a shore side
fishing pier and boardwalk would increase public access to fishing in the adjacent waters.
The proposed shore side boardwalk would measure approximately 198 feet in length and 10
feet in width. The proposed boardwalk would have 8 feet of width located over land with 2
feet cantilevered over the bulkhead to provide access to fishing beyond the existing rock
revetment. The waterward side of the proposed boardwalk would be secured with a
guardrail and as proposed would be handicapped accessible. The applicant is proposing to
expand the existing boat launch area by excavating a portion of highground measuring
approximately 100 feet in length by 30 feet in width and is approximately 7.5 feet above
Normal Low Water Level (NLW). The applicant is proposing to remove the existing boat
ramps and relocate the proposed boat ramps approximately 65 feet landward. The
proposed relocation of the ramps would include the expansion of the boat launch area. The
proposed boat launch relocation would require the excavation of a boat basin area
measuring approximately 103 feet in length by 101 feet in width to a depth of -5.5 feet at
NLW. The applicant is proposing excavation and expansion of the boat launch area to
accommodate five (5) boat ramps, measuring approximately 16 feet in width. The proposed
boat ramps would be a combination of cast in-place and cast on-.site push slab concrete.
The proposed boat ramps, from north to south, would be located adjacent to each other
providing access for two (2) vehicles measuring approximately 33 feet in width. A proposed
ground-out floating dock measuring approximately 90 feet in length by 6.5 feet in width
would separate the ramps to the south also providing access for two (2) vehicles and
measuring 16 feet in width. As proposed, the boat ramps would extend approximately 70
below NHW. These ramps would also be separated by a ground out floating dock
measuring approximately 90 feet in
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 4
length by 6.5 feet in width. An additional ground-out floating dock measuring approximately
90 feet in length by 6.5 feet in width is proposed adjacent to the northern most boat ramp. A
fixed dock measuring approximately 76 feet in length by 6 feet in width is proposed along
the bulkhead in the location of the southern boat ramp. The applicant is proposing
approximately 116 linear feet of new vinyl bulkhead along the shoreline north of the boat
launch area. The existing bulkhead along the shoreline to the south and is located adjacent
to Coastal Wetlands. The applicant is proposing to remove the existing bulkhead and
construct approximately 76 linear feet of new vinyl bulkhead within the same footprint. No
wetland fill is proposed as a result of this action. The applicant is proposing excavation to
re-establish the approach and improve navigation adjacent to the relocated boat ramps.
The applicant is proposing to excavate a boat basin area measuring approximately 120 feet
in length by 96 feet in width to a depth of -6 feet NLW. The proposed boat basin would
include the excavation of approximately 667 square feet of Coastal Wetlands.
Anticipated Impacts
The applicant is proposing to expand the existing 4,050 square feet boat launch area to
approximately 10,000 square feet. The expansion of the boat launch area would include the
excavation of an approximate 115 feet long by 25 feet wide highground peninsula, with an
average of 7.5 feet above NLW, that currently separates the (3) ramps onsite. The
proposed excavation would result in the highground material being excavated to a depth of
- 6 feet NLW. The applicant is also proposing an approximately 70 feet landward (west)
shift of the boat launch area and all proposed boat ramps. The applicant reports
highground excavation and shift of boat launch area would result in approximately 2,000
cubic yards of spoil material. This excavation and shift are necessary to achieve the desired
result of providing protection from wind, current and waves during times of loading and
unloading. The proposed shift of the ramps would require highground excavation necessary
to provide adequate grade and slope for safe loading and unloading conditions within the
boat launch area. The applicant is proposing to stabilize the proposed boat launch with
approximately 192 linear feet of new vinyl bulkhead. The proposed new bulkhead would be
in alignment with the existing bulkheads. Length would be increased due to the shift of the
ramps. The proposed bulkhead to the south would be located within the footprint of the
existing bulkhead to prevent any impacts to Coastal Wetlands. The applicant is also
proposing to extend the existing bulkhead wing wall approximately 9 feet to the south to
prevent further erosion in this location. The applicant is proposing to conduct repairs to the
existing 486 linear feet of bulkhead; the proposed repairs would not result in any additional
impacts. The proposed ground-out floating docks, fixed dock, and 2 feet wide section of
boardwalk located over water would result in the incorporation of approximately 2,237
square feet of Estuarine Waters and Public Trust Areas of Environmental Concern (AEC).
The proposed 8 feet wide cantilevered portion of the boardwalk would result in
approximately 1,588 square feet of open decking located within the Estuarine Shoreline
AEC. The proposed 10 feet wide boardwalk, as stated by the applicant, is necessary due to
the unknown structural integrity of the existing bulkhead and has been designed not to
result in any additional load being supported by the existing bulkhead. The proposed boat
ramps would include the construction of cast-in place concrete ramps 20 feet below NHW.
The applicant reports that cast-in place portions of the ramp extending water ward of NHW
would be constructed at low water conditions and a drying accelerator would be used to.
ensure that no live concrete would come in contact with surface waters. All proposed ramp
construction below NLW would include cast on-site concrete pads to be pushed. into place.
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 5
The proposed ramps would extend 70 feet below NHW. The applicant states this length is
necessary to provide a 14% slope that would prevent scouring at the toe of the ramp and
undermining of the ramp due to power loading of large vessels that frequent the facility.
The proposed (5) boat ramps would result in approximately 5,670 square feet of concrete fill
to be placed below NHW. The applicant is proposing to excavate a basin area adjacent to
the location of the proposed ramp measuring approximately 120 feet in length by 96 feet in
width to a depth of -6 feet NLW. The applicant reports the excavation is necessary to re-
establish the navigation channel and provide access to the new ramps. The applicant
reports that approximately 1,800 cubic yards of material would be removed from below
NHW. The boat basin excavation also includes the removal of approximately 667 square
feet of Coastal Wetlands and would disturb a total Coastal Wetland area of approximately
924 square feet. The applicant states the existing southern boat ramp has experienced
shoaling overtime and accessibility has been limited due to shallow conditions and
encroachment of the marsh adjacent to the existing ramps. The applicant states the
excavation would be necessary to provide continued established use and navigation to the
southern ramp. The applicant is proposing to utilize a floating sediment curtain to prevent
sediments from transporting to adjacent waters during construction. The applicant is
proposing to place the dredged material in a disposal area measuring approximately 105
feet wide by 305 feet long located on the project site. A silt fence would be installed to
prevent dredged material from entering adjacent waters or wetlands. The material would be
dewatered and graded on the project site. The applicant is proposing to disturb
approximately 3.69 acres on the project site by the placing and grading dredged material,
the implementation of stormwater management practices, improvements to the boat launch
area, and the paving of the existing gravel parking area.
Submitted by: Holley Snider
Date: May 29, 2009
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Wildlife Resource Commission
Carolina Beach Boating Access Area
2. LOCATION OF PROJECT SITE: 220 Anne Drive adjacent to the Atlantic Intracoastal
Waterway (Snow's Cut) within the Town of Carolina Beach, in New Hanover County
Photo Index - 2006: 21-7378 M,N,O-3 M,N-4 2000: 21-258 N,O-3 M,N,O-4
1989: 9-182 C,D-9 B,C,D,-10 B-11 1995:21-240 M,N,0-7 M,N-8 L,M-9
State Plane Coordinates - X: 113535.478 Y: 2335686.172
Lat: 34°03"24.44884" N Long: 77°53"30.62015" W
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/22/08 3/3/09
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received Complete - 4/28/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington- New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Bulkhead, rip rap, pier, boat ramps (2),
and gravel parking
Planned - Bulkhead, boardwalk, pier, boat ramps
(5), and asphalt parking
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLFD nTHFR
(A) Vegetated Wetlands 667 sq. ft. 924 sq. ft.
Disturbed
(B) Non-Vegetated Wetlands 11,520 sq.ft. 5,670 sq. ft. 2,215 sq. ft.
Open water Boat ramp Incorporated
(C) Other 10,000 sq.ft. 153,331 sq. ft.
Highground Disturbed
(D) Total Area Disturbed: 3.52 acres (153,331 square feet)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The North Carolina Wildlife Resource Commission is
proposing to redevelop and expand an existing public boat ramp.
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 2
Project Setting
The project site is located at 220 Anne Drive, off SR 1532; adjacent to the Atlantic
Intracoastal Waterway (AIWW) at Snow's Cut, within the Town of Carolina Beach, in New
Hanover County. To locate the project site from South College Road (NC Highway 132)
and Carolina Beach Road (NC Highway 421), travel south on Carolina Beach Road to the
Carolina Beach High Rise Bridge. Cross the AIWW to the Town of Carolina Beach, at the
first stop light turn left and continue on Access Road. At the stop sign turn right onto
Spencer Farlow Drive and travel approximately 0.3 miles. Turn left onto Anne Drive from
Spencer Farlow Drive. The project site is located at the end of the road.
The property is part of a 19.70 acre tract owned by the US Army Corp of Engineers. The
project site is located on a 4.58 acre tract of land currently operated by the NCWRC as a
public boat ramp facility. The property has approximately 1,060 linear feet of shoreline
frontage (along the AIWW to the north and Carolina Beach Channel to the east). The project
site has an average elevation of approximately 4 feet above Normal High Water (NHW).
The site is developed with minimal highground vegetation. Vegetation onsite consists
primarily of domestic grasses and a wooded area. The wooded area, approximately 15,000
square feet, is located along the northwest shoreline. Vegetation consists primarily of Pine,
Live Oak, Red Cedar, Yaupon and Wax Myrtle. The shoreline along the property to the
south in the area of the boat ramp is vegetated with Smooth Cord Grass (Spartina
alternaflora). No existing drinking water or wastewater facilities are available on the project
site. No existing stormwater management practices exist on the project site and the
majority of the stormwater runoff drains via sheet flow to the existing waterbodies. Existing
structures on the property include gravel drive isles, gravel vehicle and trailer parking, two
concrete boat launch areas, two fixed docks, and one floating dock. The project site has
approximately 760 feet of shoreline frontage adjacent to Snow's Cut/AIWW and has been
stabilized with approximately 486 linear feet of wooden bulkhead. The bulkhead along the
north shore terminates at a 25 linear feet wing wall (estimated). The unstabilized shoreline
continues to the west for approximately 280 feet and has an identifiable erosion
escarpment. The bulkhead adjacent to Snow's Cut/AIWW has also been stabilized with
riprap that extends approximately 5 feet waterward of the toe of the existing bulkhead. A
combination of timber and vinyl bulkheads lines the existing concrete boat ramps and high
ground peninsula located on the eastern property boundary, adjacent to the Carolina Beach
Channel. The boat launch to the north provides access for two (2) vehicles, is
approximately 15 feet wide, and extends approximately 45 feet below Normal High Water
(NHW). Water depths in the location of the ramp are approximately -4.5 feet relative to
Normal Low Water (NLW). The boat ramps are separated by a floating dock measuring 8
feet wide by 55 feet long and the ramp has been stabilized on the north and south with a
bulkhead. A high ground peninsula separates the concrete boat launch areas, is vegetated
with lawn grasses, and measures approximately 20 feet in width and extends approximately
70 feet landward. The boat ramp located to the south measures 25 feet wide and extends
approximately 50 feet below NHW. Water depths in the location of the southern boat ramp
are approximately -2.5 feet below NLW. The boat ramp is stabilized by a bulkhead on both
the north and south sides. Adjacent to the bulkhead to the north and south, are two (2)
fixed access docks 4 feet in width. The dock to the north measures approximately 70 feet in
length and the dock to the south, approximately 55 feet in length. Located adjacent to and
offshore of the southern boat launch is an area Coastal Wetlands consisting primarily of
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 3
Smooth Cord grass (Spartina patens). This area of Coastal Wetlands extends to the south
and waterward of the existing bulkhead approximately 250 feet.
The Wilmington-New Hanover County LUP classifies the upland areas of the project site as
Conservation. The waters of the Snow's Cut/AIWW and Carolina Beach Channel are
classified as SB by the NC Division of Water Quality (DWQ). The NC Division of Marine
Fisheries (DMF) has not designated this area of the Atlantic Intracoastal Waterway as
Primary Nursery Area and the waters adjacent to the proposed project are closed to the
harvesting of shellfish.
Development Proposal
The North Carolina Wildlife Resource Commission is proposing to redevelop and expand an
existing public boat ramp. Improvements to the boat launch area would include the
excavation of a highground peninsula to widen the boat launch area, a landward shift in the
location of the ramps stabilized with bulkhead. The applicant is proposing to increase the
number of boat ramps from three (3) to five (5). The proposed relocation of the ramps
would allow for more protection from the north easterly fetch which often causes unsafe
loading and unloading conditions due to wind and wave action from the convergence of the
adjacent waterbodies. The improvements to the boat launch area would also include
excavation of the water bottom adjacent to the proposed new location of the ramps and the
approach to the ramps. The applicant is proposing an approximate 9 foot extension of the
bulkhead wing wall that stabilizes the northwest shoreline. Highground improvements to the
access area include the placement and grading of spoil material on the highground and
paving of the existing gravel parking area. The proposed construction of a shore side
fishing pier and boardwalk would increase public access to fishing in the adjacent waters.
The proposed shore side boardwalk would measure approximately 198 feet in length and 10
feet in width. The proposed boardwalk would have 8 feet of width located over land with 2
feet cantilevered over the bulkhead to provide access to fishing beyond the existing rock
revetment. The waterward side of the proposed boardwalk would be secured with a
guardrail and as proposed would be handicapped accessible. The applicant is proposing to
expand the existing boat launch area by excavating a portion of highground measuring
approximately 100 feet in length by 30 feet in width and is approximately 7.5 feet above
Normal Low Water Level (NLW). The applicant is proposing to remove the existing boat
ramps and relocate the proposed boat ramps approximately 65 feet landward. The
proposed relocation of the ramps would include the expansion of the boat launch area. The
proposed boat launch relocation would require the excavation of a boat basin area
measuring approximately 103 feet in length by 101 feet in width to a depth of -5.5 feet at
NLW. The applicant is proposing excavation and expansion of the boat launch area to
accommodate five (5) boat ramps, measuring approximately 16 feet in width. The proposed
boat ramps would be a combination of cast in-place and cast on-site push slab concrete.
The proposed boat ramps, from north to south, would be located adjacent to each other
providing access for two (2) vehicles measuring approximately 33 feet in width. A proposed
ground-out floating dock measuring approximately 90 feet in length by 6.5 feet in width
would separate the ramps to the south also providing access for two (2) vehicles and
measuring 16 feet in width. As proposed, the boat ramps would extend approximately 70
below NHW. These ramps would also be separated by a ground out floating dock
measuring approximately 90 feet in
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 4
length by 6.5 feet in width. An additional ground-out floating dock measuring approximately
90 feet in length by 6.5 feet in width is proposed adjacent to the northern most boat ramp. A
fixed dock measuring approximately 76 feet in length by 6 feet in width is proposed along
the bulkhead in the location of the southern boat ramp. The applicant is proposing
approximately 116 linear feet of new vinyl bulkhead along the shoreline north of the boat
launch area. The existing bulkhead along the shoreline to the south and is located adjacent
to Coastal Wetlands. The applicant is proposing to remove the existing bulkhead and
construct approximately 76 linear feet of new vinyl bulkhead within the same footprint. No
wetland fill is proposed as a result of this action. The applicant is proposing excavation to
re-establish the approach and improve navigation adjacent to the relocated boat ramps.
The applicant is proposing to excavate a boat basin area measuring approximately 120 feet
in length by 96 feet in width to a depth of -6 feet NLW. The proposed boat basin would
include the excavation of approximately 667 square feet of Coastal Wetlands.
Anticipated Impacts
The applicant is proposing to expand the existing 4,050 square feet boat launch area to
approximately 10,000 square feet. The expansion of the boat launch area would include the
excavation of an approximate 115 feet long by 25 feet wide highground peninsula, with an
average of 7.5 feet above NLW, that currently separates the (3) ramps onsite. The
proposed excavation would result in the highground material being excavated to a depth of
- 6 feet NLW. The applicant is also proposing an approximately 70 feet landward (west)
shift of the boat launch area and all proposed boat ramps. The applicant reports
highground excavation and shift of boat launch area would result in approximately 2,000
cubic yards of spoil material. This excavation and shift are necessary to achieve the desired
result of providing protection from wind, current and waves during times of loading and
unloading. The proposed shift of the ramps would require highground excavation necessary
to provide adequate grade and slope for safe loading and unloading conditions within the
boat launch area. The applicant is proposing to stabilize the proposed boat launch with
approximately 192 linear feet of new vinyl bulkhead. The proposed new bulkhead would be
in alignment with the existing bulkheads. Length would be increased due to the shift of the
ramps. The proposed bulkhead to the south would be located within the footprint of the
existing bulkhead to prevent any impacts to Coastal Wetlands. The applicant is also
proposing to extend the existing bulkhead wing wall approximately 9 feet to the south to
prevent further erosion in this location. The applicant is proposing to conduct repairs to the
existing 486 linear feet of bulkhead; the proposed repairs would not result in any additional
impacts. The proposed ground-out floating docks, fixed dock, and 2 feet wide section of
boardwalk located over water would result in the incorporation of approximately 2,237
square feet of Estuarine Waters and Public Trust Areas of Environmental Concern (AEC).
The proposed 8 feet wide cantilevered portion of the boardwalk would result in
approximately 1,588 square feet of open decking -located within the Estuarine Shoreline
AEC. The proposed 10 feet wide boardwalk, as stated by the applicant, is necessary due to
the unknown structural integrity of the existing bulkhead and has been designed not to
result in any additional load being supported by the existing bulkhead. The proposed boat
ramps would include the construction of cast-in place concrete ramps 20 feet below NHW.
The applicant reports that cast-in place portions of the ramp extending water ward of NHW
would be constructed at low water conditions and a drying accelerator would be used to
ensure that no live concrete would come in contact with surface waters. All proposed ramp
construction below NLW would include cast on-site concrete pads to be pushe6into place.
NCWRC Carolina Beach Boating Access Area
Field Investigation Report
Page 5
The proposed ramps would extend 70 feet below NHW. The applicant states this length is
necessary to provide a 14% slope that would prevent scouring at the toe of the ramp and
undermining of the ramp due to power loading of large vessels that frequent the facility.
The proposed (5) boat ramps would result in approximately 5,670 square feet of concrete fill
to be placed below NHW. The applicant is proposing to excavate a basin area adjacent to
the location of the proposed ramp measuring approximately 120 feet in length by 96 feet in
width to a depth of -6 feet NLW. The applicant reports the excavation is necessary to re-
establish the navigation channel and provide access to the new ramps. The applicant
reports that approximately 1,800 cubic yards of material would be removed from below
NHW. The boat basin excavation also includes the removal of approximately 667 square
feet of Coastal Wetlands and would disturb a total Coastal Wetland area of approximately
924 square feet. The applicant states the existing southern boat ramp has experienced
shoaling overtime and accessibility has been limited due to shallow conditions and
encroachment of the marsh adjacent to the existing ramps. The applicant states the
excavation would be necessary to provide continued established use and navigation to the
southern ramp. The applicant is proposing to utilize a floating sediment curtain to prevent
sediments from transporting to adjacent waters during construction. The applicant is
proposing to place the dredged material in a disposal area measuring approximately 105
feet wide by 305 feet long located on the project site. A silt fence would be installed to
prevent dredged material from entering adjacent waters or wetlands. The material would be
dewatered and graded on the project site. The applicant is proposing to disturb
approximately 3.69 acres on the project site by the placing and grading dredged material,
the implementation of stormwater management practices, improvements to the boat launch
area, and the paving of the existing gravel parking area.
Submitted by: Holley Snider
Date: May 29, 2009
pU? W?l.M?'TON, T
SNOW'S CUT BOATING ACCESS AREA A, 2009
SITE IMPROVEMENTS
CAROLINA BEACH, NC
Background
The Snow's Cut Boating Access Area is located at 220 Anne Drive in Carolina Beach along the
"Snows Cut" / Atlantic Intracoastal Waterway (AIWW). The site has a total area of
approximately 4.85 acres and consists of a gravel parking area, two boat launch areas, two
fixed docks and one ground-out floating dock. Approximately 486 LF of timber bulkhead with
a rock revetment along the toe lines the northeast side of the site along "Snows Cut", a
manmade waterway which connects the AIWW to the Cape Fear River. The site is bordered to
the east by Carolina Beach Channel, also a federally maintained navigation channel by the US
Army Corps of Engineers. A combination of timber and vinyl bulkheads lines the two individual
boat launch areas, which are currently separated by a small upland area.
This site experiences high volumes of visitors, and the majority of complaints relate to
insufficient parking, difficulties in loading/unloading due to strong winds and wave activity,
and the inability to use the southern boat launch area due to inadequate water depths.
Project Description
This proposed project involves the excavation of the upland area that currently divides the two
boat launch areas, in an effort to provide additional launching capacity. In addition, all boat
ramps will be reconstructed farther up into the site, allowing for more protection from the
open northeasterly fetch which often causes unsafe loading/unloading conditions due to
strong wind and waves. The new ramps would consist of a cast-in-place concrete slab on a
clean stone bed and filter fabric above the Mean Low Water level, and a cast-on-site concrete
push slab on a clean stone bed and filter fabric below the Mean Low Water level. For any
portions of the cast-in-place ramp below the Normal High Water level, rapid set concrete with
accelerating mixture will be utilized to ensure no discharge of construction materials to
surface waters. In addition, any work in this area would be performed at low tide conditions.
The new ramps will provide 6 ft. of depth at Mean Low Water conditions which will not only
decrease the time before future maintenance dredging, but also prevent scour and
undermining of the ramp toe due to "powerloading" by larger vessels that frequent this
facility.
Dredging will be required to re-establish the navigation channel and provide access to the five
(5) new boat ramps. Over the years, significant shoaling has occurred at the location of the
marsh island on the south side of the site. As sediment has accumulated, coastal wetland
vegetation has established in what used to be the navigation channel to the southern boat
launch area. On the following page, a series of aerial photographs from the years 1988,
2002 and 2006 demonstrate the how the shoaled area has migrated into the direct path of
the boat launch lane. These aerial photographs were provided by New Hanover County.
Current conditions can then be seen in the photographs that follow, which were taken by the
author in June of 2008. More detailed hydrographic survey data is reflected within the
enclosed plans. As can be seen, the southern boat launch is currently inaccessible at low
water conditions.

C1.4

3

Snows Cut Boating Access Area, 1988
Snows Cut Boating Access Area, 2002
Snows Cut Boating Access Area, 2006
To re-establish the pre-existing navigation channel and provide continued boating access to
the public, this project proposes to remove a portion of the shoaled area in front of the
southern boat launch, including the excavation of approximately 667 SF of coastal wetlands.
Approximately 1,800 CY of material will be removed from below the Normal High Water Line
using mechanical dredging equipment. The material will be temporarily stored on site until
dry, at which point it will be used as structural fill material under the new parking area.
Approximately 2,000 CY of upland material will be removed from above the Normal High
Water Line to achieve the construction of the new boat ramps. This material will be used as
structural fill material under the new parking area.
A new Public Fishing Area (PFA) will be provided along the existing timber bulkhead on the
northeast corner of the site. The PFA will extend 2 ft. over the waterward edge of the
bulkhead to improve fishing and recreational activities at the site. Due to the unknown
structural integrity of the existing timber bulkhead at this location, it is necessary that the PFA
is designed such that it does not result in any additional loading to the existing bulkhead. This
is required to ensure continued public safety at the site with the construction of this new
amenity. In order for the PFA to properly cantilever over the edge of the bulkhead without
applying any additional load, it has been determined that a minimum total width of 10 ft. is
required.
Other site improvements include vinyl bulkheads to be constructed along the north and south
side of the new boat ramps. Three (3) new 6.5 ft. wide floating docks and one (1) 6.0 ft. wide
fixed dock will provide access to each of the launching areas in accordance with ADA
guidelines. Maintenance work on the extending timber bulkhead along the northeastern side
of the site will include new tie-back cables and/or anchors, and a bulkhead extension of
approximately 20 LF to prevent further erosion at its terminal west end. The northwest corner
will be reinforced with new walers and tie-backs, and fill material wills, e`pfaceel crfi rtrer
repair this problem area.
t, 9
Environmental Impact 0
Avoidance and minimization of impact to the surrounding environment has been°ali`impor'tent
part of the design process for this project. The total disturbed area for the above mentioned
site improvements is approximately 3.69 acres. Upon project completion, the site will
experience a net decrease in impervious area when compared to existing site conditions. It is
believed that by reducing the overall impervious area, by introducing new landscape areas,
South Boat Launch Area, looking east (June 2008)
South Boat Launch Area, looking west (June 2008)
and by filtering stormwater runoff through vegetated areas, vegetated swales and vegetated
filters the impact to adjacent surface waters will be improved.
Various alternatives were considered for the improvements to the boat launch area. The
proposed boat launch area, which maintains the same north/south footprint as the existing
boat ramp, minimizes impact by not encroaching into the established coastal wetland
vegetation located on the south side of the existing boat launch area. In addition, by
relocating the boat ramps farther up into the site to the west, the dredging footprint was
minimized considerably thereby protecting the established shoal located directly to the east of
the existing boat ramp area.
As discussed above, one of the project goals is to improve loading/unloading conditions at the
boat launch area, which is heavily influenced by winds, currents and waves. One alternative
considered was the construction of a breakwater or wave attenuation device that would
protrude out into the water in an east-west direction from the northern side of the boat launch
area. This alternative would have required the dredging of a new navigation channel through
the shoal that has established on the east side of the boat ramp area. Other potential
adverse impacts include disruption to existing habitat and water circulation patterns. By
implementing the chosen alternative of re-locating the ramps to the west, further into the site,
environmental impact will be minimized while offering some protection to the loading and
unloading areas. In addition, the proposed improvements will result in an increase in public
trust waters.
For the proposed boat launch improvements, the dredging footprint was minimized to the
greatest extent practical. For example, the southeast corner of the dredge area was clipped
from the original design in an effort to provide only the necessary room for maneuvering of
vessels during loading and unloading. In an effort to minimize impact to the coastal wetland
vegetation, which over the years has established within the navigation channel, a "marsh-
enhancement breakwater" was considered to line the southern limit of the dredge area.
While this alternative would decrease the amount of coastal wetland impact by approximately
0.006 acres, it was determined that such a structure would have the potential to be a hazard
to boaters during loading/unloading at the southern ramps.
As an alternative, to the above mentioned "marsh enhancement breakwater", the NC Wildlife
Resources Commission proposes "marsh enhancement" as a form of mitigation for the
coastal wetland impacts due to the proposed dredging activities. This would consist of
identifying any areas void of coastal wetland vegetation within the marsh island to the south
of the dredge area, and planting native coastal wetland vegetation. By "filling in the gaps" for
any bare areas that exist, it is believed that this coastal marsh area can be improved and
subsequently provide increased aquatic and bird habitat.
Stormwater Management
This project lies within the Cape Fear River Basin, and drains to Snows Cut/AIWW ("SC", #18-
87-31.5) to the north, and the Carolina Beach Yacht Basin ("SB, #18-87-31.2) to the east.
Currently, the majority of stormwater runoff generated from the gravel site flows via sheetf low
to the adjacent waterways. A small portion of runoff is directed to a vegetated area along the
northern bulkhead. :P ? `
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N 22Rrr
?xt
J /- I- I_ -

The proposed project will implement a stormwater management plan. The existing drainage
to the vegetated area along the northern bulkhead will continue to sheetflow to this vegetated
area. The remainder of the site will continue to follow the same general drainage pattern of
the existing site (approx. 1/2 of the site drains to the northwest, and 1/2 drains to the
southeast). All drainage from these two areas will be collected into drop inlets located in
depressed vegetated landscape islands. The rims of the inlets will be slightly elevated above
finished grade, thereby promoting some infiltration into the surrounding soil media. From
there, the western drainage area will be conveyed to a "dry pond", an area intended to further
promote infiltration into the soil. Overflow will be achieved with a rip-rap weir, which will be
located just outside of the 75' AEC Line. A vegetated swale on the seaward side of the weir
will ultimately discharge water into Snow's Cut/AIWW. For the eastern drainage area,
stormwater will pass through a 50 ft. vegetated filter prior to reaching the adjacent Carolina
Beach Yacht Basin.
Erosion & Sedimentation Control
All disturbed areas will be stabilized by seeding and mulching upon completion of any phase of
construction activities. Sediment fence will be used as indicated on the plans to prevent
sediment pollution from leaving the site and entering the adjacent waterway. Inlet protection
measures will be placed at all catch basins. Stone rip rap will be used to stabilize all discharge
locations and prevent sediment loss due to scouring effects. A construction entrance to the
project site will be established as shown on the plans to prevent tracking or flowing of sediment
away from the site due to construction traffic.
K
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AIN?22009

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06) 0
. 0 9 - 0 6 6 6 North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Nc Wildlife Resources Commission Project Name (if applicable)
Carolina Beach Boating Access Area Improvements
Applicant 1: First Name
Erik MI
D. Last Name
Christofferson
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1720 Mail Service Center PO Box City
Raleigh State
NC
ZIP
27699-1720 Country
USA Phone No.
919 - 707 - 0153 ext. FAX No.
919 - 707 - 0162
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Criser Troutman Tanner Consulting Engineers
Agent/ Contractor 1: First Name MI Last Name
Robert A. Walker, El
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box city State
3809 Peachtree Ave. Wilmington NC
ZIP Phone No. 1 Phone No. 2
28403 910 - 397 - 292 9 ext. - ext.
FAX No. Contractor #
910 397 2971
Street Address (if different from above) City State ZIP
Email ix. t is L.
[e-mail]

<Form continues on back>
0CM 5
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 220 Anne Drive SR 1532 (nearby)
Subdivision Name City State Zip
Carolina Beach NC 28428-
Ph-one No. Lot No.(s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Atlantic Intracoastal Waterway / Snow's Cut
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
?Natural ®Manmade ?Unknown Cape Fear River (east); Atlantic Ocean (west)
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Carolina Beach
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,060 ft. (north and east sides) 211,340 SF (4.85 acres)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4 ft. ®NHW or ?NWL
e. Vegetation on tract
coastal wetlands, grass, shrubs, small trees
f. Man-made features and uses now on tract
Exsting features include: gravel drive aisles, gravel vehicle and trailer parking; two concrete boat launch areas; two fixed
docks; one floating dock; wooden bulkhead throughout site. Rock revetment along toe of northern bulkhead. Site is used
as a public boating access facility.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Adjacent property to the east is owned and operated by the US Army Corps of Engineers (USACE) and is used as a
docking and boat storage area. Adjacent property to the south is undeveloped, but zoned residential (the next property to
the south is composed of a multi-family residential development). Site is bordered by water to the north and west.
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
R-1 and Marina Mixed Use (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?;` fl , , « ff

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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?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.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
No existing stormwater treatment. Stormwater runoff currently sheetflows to adjacent waterways.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Upon project completion, the site will continue to function as a public boating access facility. New boat launching areas will
increase site capacity and provide protection from elements during vessel loading/unloading. Reconfigured drive aisles and
parking areas will improve the public's use of the site. The Public Fishing Area (PFA) will provide fishing and other
recreational activities.
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.
Standard land based equipment will include a grader, dump trucks, and backhoe. Equipment will be stored on site during
construction project.
Subaqueous excavation will be by mechanical dredge (bucket/barge). Dredge plant may be stored on site (with anchor
spuds), depending on duration of dredging activities.
d. List all development activities you propose.
Construction of five (5) new concrete boat ramps which will include some upland excavation. Installation of three (3) 6.5'
wide floating docks and one (1) 6' wide fixed dock at boat launching area. Construction of 10' wide boardwalk fishing area
along northern bulkhead (2 ft. over water, 8 ft. over land).
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? 3.69 ?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Stormwater runoff will be collected into landscape islands throughout the site, and then conveyed to grass swales on the
north and east sides of the site. On the north side, stormwater will flow through the swale and be discharged to Snow's Cut
waterway. On the east side, stormwater will flow through the swale and be discharged into Carolina Beach channel. A 50 ft.
vegetated filter will be provided between all discharge piping and surface waters.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ?No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ®No ?NA
j. Is there any mitigation proposed? ®Yes ?No JNA
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<Form continues on back> JIMN 2 2 2099
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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 US Army Corps of Engineers, Regulatory Division Phone No. [phone]
Address PO Box 1890, Wilmington, NC 28402
Name Daniel P. Cappa Phone No.
Address 1614 Marina Drive, Carolina Beach, NC 28428
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NCDENR Dredge R Fill Permit No. 147, date unknown
USACE Permit No. 078-N-065-003-00, date unknown
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 hat t?e?innformation provided in this application is truthful to the best of my knowledge.
Date Print Name -Erik D. Christofferson
Signature _4? -
Please indicate application attachments pertaining to your proposed project.
NDCM MP-2 Excavation and Fill Information pDCM MP-5 Bridges and'Culverts.
NDCM MP-3 Upland Development
NDCM MP-4 Structures Information
?j t r
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net
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. 01 FUN t-JD
EE?IeAxjA TG tQ
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization

Length 120 103 115
Width 96 101 25
Avg. Existing -4 +2.5' NLW NA NA +7.5' NLW
Depth
Final Project -6 -5.5' NLW NA NA -6 NLW
Depth
1. EXCAVATION []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. silt, sand
1,800 CY
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), 2,000 CY
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 667 SF ?SAV []SB
?WL []None
(ii) Describe the purpose of the excavation in these areas:
Re-establish navigation channel providing access to southern
boat launch area
2. DISPOSAL OF EXCAVATED MATERIAL []This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Used on site as structural fill under parking area. Excess 105 ft. X 305 ft.
material will be trucked offsite to an approved location.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA []Yes ®No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), []Yes ®No ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
.
(ii) If yes, how much water area is affected?
?CW ?SAV ?SB
?WL ONone
0 (ii) Describe the purpose of disposal in these areas:

3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 - Structures)
I. Type of shoreline stabilization:
ZBulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 0.0 ft.
e. Type of stabilization material:
Vinyl bulkhead with timber waters
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other None
i. Source of fill material.
local rock quarry
?This section not applicable
b. Length: 201 ft. total (9' extension on west side: 116' north side
boat launch: 76' south side boat launch)
Width: 2 ft.
d. Maximum distance waterward of NHW or NWL: 0.0 ft.
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ZNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
#57 drainage stone directly behind bulkhead per drawings
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ZYes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CM,
If yes,
(ii) Amount of material to be placed in the water 341 CY
(iii) Dimensions of fill area 81 ft. x 43 ft.
(iv) Purpose of fill
Concrete push-slabs and stone base will be used to
establish boat launch areas.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
ZCW 90 SF ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the fill in these areas:
coastal wetland (temporarily disturbed) to install #57 stone
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fence will be installed around the perimeter of the site mechanical dredging equipment (bucket, clam-shell, etc.)
c. (i) Will navigational aids be required as a result of the project? d
?Yes ZNo ?NA
(ii) If yes, explain what type and how they will be implemented.
(i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ZNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
M A-rul? ? '?OO?
Date ,
0 Carolina Beach Boating Access Area Improvements
Project Name
Mark T. Arcuri - Criser Troutman Tanner Consulting Engineers
Applicant Name
Applicant Signature J 4
Form DCM MP-3
*UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. 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. N/A
N/A
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 ?NA
(ii) If yes, list the date submitted:
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3.52 acres total disturbed area; upland fill (approx. 1.5 ft.)
will be approx. 700'x 200', and consist of approx. 7,800 CY
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete, asphalt
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 = 36.4%; proposed = 23.3%
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 = 58.4%; proposed = 48.7%
j. Describe proposed method of sewage disposal.
N/A
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
stormwater runoff will be discharged into two vegetated
swales, and ultimately into waters of the state. One will
be located on the east side of the site and the other
located on the north side of the site.
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 ?No ?NA
(ii) If yes, list the date submitted: Submitted on 3/3/09;
currently under DWQ review. "Redevelopment"
classification pending decision from DWQ. Also, will be
submitted to Land Quality in March 2009.
k. Have the facilities described in Item (i) received state or local
approval?
?Yes NNo ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
®Yes ?No ?NA
If yes, attach appropriate documentation.
Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A
o. When was the lot(s) platted and recorded?
N/A
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
Date
Carolina Beach Boating Access Area Improvements
Project Name
Mark T. Arcuri - Criser Troutman Tanne Consulting Engineers
Applicant Name
40 Applicant Signature
n
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial OPublic/Government []Private/Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ?No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ?Yes ®No
(ii) Number 1 If yes:
(iii) Length 76' (ii) Number
(iv) Width 6' (iii) Length
(v) Floating ?Yes ®No (iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ®Yes ?No f. (i) Are Boatlifts included? ?Yes ®No
If yes: If yes:
(ii) Number 4 (ii) Number
(iii) Length 90', 90', 90' (floating docks) (iii) Length
198.5' (fishing pier) (iv) Width
(iv) Width 65, 6.5', 65 (floating docks)
10' total: 2' over water, 8' overland (fishing pier)
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
N/A ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
N/A ? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 3 ramps providing
access for up to 5 vehicles at once (5 total launch
lanes
? Other, please describe:
i. Check the proposed type of siting:
? Land cut and access channel
[]Open water; dredging for basin and/or channel
[]Open water; no dredging required
00ther; please describe:
dredge for ramps, temporary dockage only
0 k. Typical boat length: 19'
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types
1. (i) Will the facility be open to the general public?
M. (i) Will the facility have tie pilings? ®Yes ?No
?Yes ®No
(ii) If yes number of tie pilings?
2. DOCKING FACILITY/MARINA OPERATIONS 0This 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:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
?. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
0
I. If this project is an expansion of an existing marina, what types of services are currently provided?
•
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 ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?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/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, 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 b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. is the structure(s):
?Commercial ?Public/Government ?Private/Community
0
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing
0. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
20 ft. (south) 275 ft. (marina to the south)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
765 ft.
d. Water depth at waterward end of structure at NLW or NWL
-6 ft. NLW
e. (i) Will navigational aids be required as a result of the project?
?Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented.
S. OTHER ?This section not applicable
a. Give complete description:
Project involves construction of five (5) new concrete boat ramps, installation of three (3) 6.5' wide floating docks of 90' length,
and one (1) 6' wide fixed dock of 76' length at boat launching area. Construction of 10' wide public fishing area (PFA) along
northern bulkhead. PFA will cantilever over existing timber bulkhead, with 2' over water and 8' overland. Parking and drive
aisles will be re-configured, and impervious areas will be covered with asphalt. Stormwater collection system will be installed
throughout site.
•
Ma?s'? `? 200
Date
Carolina Beach Boating Access Area Improvements
Project Name
Mark T. Arcuri, - Criser Troutman Tanner Consulting Engineers
Applicant Name
Applicant Signature {,y
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ID# 060687101 CODE: 40609 ITEMS: ASTORIA LANDING, JAIV~ESVILLE, N CAROLINA BEACH, IVC I J 1
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MOREHEAD CITY, NC
CEDAR ISLAND, NC
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NC WILDLI RE S DEP TMENT OF END/ N
STAT F S C H E D U L E O F D R A V SHT. TI TLE
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CO COVER SHEET
C0.1 NOTES
C1.0 ASTORIA LANDING: EXISTING SITE AND DEMO~ITIO C1.1 SITE IMPROVEMENT PLAN 70LITION PLAN
,N
C1.2 GRADING, EROSION CONTROL, TROL, AND STORMWATER PLAN
C1.3 CONSTRUCTED WETLAND PLAN PLAN .AND DETAILS
C1.4 BOAT LAUNCH PLAN AND DE C1.5 FISHING PIER PLAN AND DET C1.6 LANDSCAPE PLAN AND DETAI C2.0 CAROLINA BEACH: EXISTING SITE AND DEMOLITIO C2.1 SITE IMPROVEMENT PLAN ~D DETAILS
DETAILS
DETAILS
VOLITION PLAN
N
C2.2 GRADING, EROSION CONTROL, '~~TROL, AND STORMWATER PLAN
C2.3 DRAINAGE AREA PLAN
I
C2.4 BOAT LAUNCH PLAN AND DE C2.5 FIXED DOCK DETAILS JD DETAILS
r
C2.6 BULKHEAD DETAILS
C2.7 PUBLIC FISHING PIER AND BU C2.8 DREDGE PLAN AND DETAILS ND BULKHEAD REPAIR DETAILS
"AILS
C2.9 LANDSCAPE PLAN AND DETAI C3.0 MOREHEAD CITY: EXISTING SITE AND DEMOLITIO C3.1 SITE IMPROVEMENT PLAN DETAILS
ASTORIA LANDING JAMESVILLE, NC
10L1 TION PLAN qty
N
C3.2 GRADING, EROSION CONTROL, TROL, AND STORMWATER PLAN ~
C3.3 DRAINAGE AREA PLAN
ere CEDAR ISLAND, NC
C3.4 BOAT LAUNCH PLAN RND DE C3.5 DREDGE PLAN AND DETAILS J D DETAILS MOREHEAD CITY, NC
AILS a rater Y
C3.6 LANDSCAPE PLAN AND DETAI C4.0 CEDAR ISLAND: EXISTING SITE AND DEMOLITIO C4.1 SITE IMPROVEMENT PLAN DETAILS
CAROLINA BEACH, NC
IOLITION PLAN
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C4.2 DREDGE AND JETTY DETAILS TAILS
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C5.1 SITE AND UTILITY DETAILS ~ ,t
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C5.2 EROSION CONTROL AND STORM WATER DETAILS ~ 3 ~j PER~M~ R~1.NGS
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C5.3 NOT USED CONSULTING ENGINEER5
~ - 3809 Peachtree Ave.. Suite 102 ~f ~ T ~ ~ ~ ~ ~ T~ I I T I (1 ~ 0
1.~.°F IV V I V JtU Wilmington, NC 28403
910.397.2929 Ph: Wilmington, NC 910.397.2971 Fax
C5.5 BOAT RAMP DETAILS Raleigh, NC Website:www.ettengineeringoom
CTT JOB 5818 DATE: 01-21-09

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~ ,n . 1 w r _ $F e r6 l/ / ` • 9F EXIST. CONC, W W W ~
o . REMOVE EXIST. FENCE s ~ u. S. AR ~ ~ .r F MY - _ ~ _ u. C (f~ BOAT RAMP \ W W ~ \ ~ ~t~'~'.+~n~D~ IT~1 R~MOV_ED ~ ~ ~ M
SILT ~ \ s _ ~ TO BE - tix~ W W W \ ~ ~ Bi~LI~H D TO NEMAIN sF '!T FENCE -.REMOVED W W _ r' - m...~,, W w ~ ~I~T ~ ~BU ~TO BE ~REMOgED~ ~
S OF WOODEN POST AMD caste % ' ~ ~ ~ ~
GINEER~` . q ~ ~ . ~ x J k ~ GRAVEL- ~ ~ . ~ W ~I LQ 710 `g JHEA~V'~/DA_SH_ED ` ^ M s ` 7 € 1 ~ ~ / ~ _ , CONC. RAMP _ _ ~
, , ~ ~ , it ~ `d. ~ ~ K' x ~ ~ ~ i' a c,;~ ~ ~ X(ST. EXTENTS ~ d ,.4`. ~ \ P` ~ > u .I 1 ~ I (.I ~ ' J ~ - ~ ~ r-C F- p to 00
x`-._. ~ i>s x x + y 6 ` ~ ~ ' ~ ~ I I XI `LOA G D0~ Z p
~ ~ ~ CK TO BE REMOVED ~ cv ~ ~ ~ - ° x 9REMaVE , el ~ ~ ~-__..;5 ~ Q . _ U I
1 ._~r~ ~ 5' ~ ~ ~l"~, ~ ; E~I,~T. OODEN BULK D TO U ~ In f -EXIST ~ ~ , ~ off' , ~ BE REMOVED J ~ ~
~ FENCE - ~,~~I T. IC1XE DOCK TO BE R ~ ~ - p. _ /f ~ ~ REMOVE\~~~ t ~EXIST.'~1PLAND~ ~ , ~ ~ ~ ~ .~MO~,B. ~ p ~
~ • - _ ` 'EXIST. ~ ~ ~ ,~~REMOVED AS R~0'A T4 ~ ~ , Q ~ I
k . - .?s ; , T.B.M. E1£%=9.t9' ~ , ~ / ~ ; 1 ~ CONSTRUCT NEW RAMP ~ ~ ~ ~ ~ i ~ H ~ ~ ~ U ~ i- ~ ~ ~A ~ SIGNS S 2 , i , _ . ~ ~ ~ ~ _FIELD-VERIFY EXIST.^,CON6: -R~Mp~-E7CTENTs \ ~ Z ~
js, - 8 5 x -°~z , j . • . RHG POlNl~S 0.
~ t / x ~.r~
V 7 k~~, W _ _.~.-~..~~,,a,.m.c~.b 1N1R4COASTAI WATERWAY R.O.W. Q M1, ~ SF - ~ ~ ~ I t ~ ~ p . of
i - - i ~w~ - - - .w . - ,1 EXIST. , - ~ .i~r~: ~ ~ W N C > ~ ~
?tr. _ 8.5 a.,,q 8,~ x x -•-Q-+~f--- x ' _ _ _ SF ~ _ x _ fIV Spit gg _ x x USACE MONUMENT' x CONC. ` ;7 ~ ,ii~~.~ ~ LL' W ~ N N7
x a3 m?, ~ EXIST. WOODS 4~8 4,8 ~.-~..--~--~~-.~~....,-eve--.'..- g~ _..-'~c'~ • N.• 113256.0686 ~ PDSr AND cAa 9 - f ST ~ BOAT R PTO ~ . ~ ~ w ,~x ~ ~ FIST ~Xf.~ Q~GK.~ viii ~ ~`1 w t~ ~ I
E.• 233500B.S3g6 FENCE 7YP. ~ ~ 49 4.7 ~ ti ~~BE REMVED ~ / 'u~ W ~N . © cu ~n
4 ,f i T~, N~ a l TEMPOR ~e:1 : i , ; ~ 1 ARY DREDGE 3.4 ~ A1.L . h EDGE ~ ~ ~ ~ ; ~OVEtD ~ ~ ~~\AL,E GY ~`0~ \ ~ ~ cl1 4 Z ~
~ 1 ~iQ ~ ~ MATERIAL DISPOSAL t' /y~ ~ AREA OSAL cod ~ ~ ' ~ COASTAE. ,WETLAND LINE ~ D! = p
u @ 1 AS FLAGGED BY DCM 5)29/08" z ' rY p w ~
1341 Nl - ,f l' N. 1 4.2243 i ~ ~ E.• 23354 ~ ¢ ~..t,f ~ rf 19.8495 75 AEC LINE ~ ~ 4
/4. O ZU Q~~_ 0 fY tl
1~ ~ 31 30' CAMA BUFFER ~Q~~~G~ ~
f ~ ~ ! ~ .v ~ ~ it ~ , ~ ~ q ~ ~
1 ~ t LEGEND: ~ ~
k. i 3 ~ ~ ~ a .
0 IRON PIPE (NEW OR EXISTING) ' \ g s IRON ROD (NEW OR EXISTING)
r ,"1~ ~ tl `t` ! ~~;3t ® NCGS GRID MONUMENT ;a
~ ti`- r - , ~ ~e 1 ~ P-K NAIL OR MAG NAIL ® OLD AXLE ~ ~
.~yt ~ ~ . , ~~1 i . ® BOLLARD ~ Z
w, ! ~ , j ~ S1GN-HC HANDICAPPED SIGN J
f ~ t '~b,'~ 1 ~ t ~ i . 8; ~ ' ! I `°.~u~ R.O.W RIGHT OF WAY WM WATER METER ~
6~ ! I i 0 LP LIGHT POLE ~ Q
r r ~ a EIP fXISffNG IRON PIPE ~ U ? ECM EXISfFNG CONCRETE MONUMENT _
' ~"`I (r ; ~ r'.~ ~ 1 ~ ~ 1 PRDPERTY LINE
B~5 r -NON-SURVEYED LINE EASEMENT LINE ~ ~ f- O
- x - x - FENCE.UNE ~ _ ? Z
' ~"~'pp~~ ~ ~ i" l F j ~ t i c~ : - MEAN HIGH WATER LINE {1,26' NAVD88) ¢ p = MEAN LOW WATER LINE (-2.48' NAW88) U
HIGH WATER LINE, AS FLAGGED BY DCM 5/29/08 U
- • • - • • - COASTAL- WETLAND LINE, A$ FLAGGED BY DCM 5/29/08 ~ ~ U - - - 30' CAMA DUFFER ~ Q
4. WW - . . - 75' AEC LINE
SF TEMPDRARY SILT FENCE ~ Q Q m '
b { ~ ~ i! 6 ' . r -,ti ~
~o ~©Jdz GENERAL NOTES. W ~ ~ _
f (1 ~ 1 nom' Y.'~, ~Q~
1. TOPOGRAPHY AND BOUNDARY. SURVEY PROVIDED ~ O o Q ~ ~ BY ROBERT H. GOSLEE & ASSOCIATES, PA tL ~ J U Z U
~ ~ i _ f ~ 2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
i ~ \ iN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME. s€a~
f ' 3. HORIZONTAL DATUM:. NORTH CAROLINA STATE PLANE NAD83
I~ ~ ' ~ i bw. r 4. VERTICAL DATUM: NORTH AMERICA .VERTICAL DATUM .1988 (NAVD88~
1
i` ~ f e DATUM CaNVERSIONS PERMk7 DRA~JIN~S
f _ ~ 1 ~ i MEAN HIGH WATER
~.,w 1.26 ft FOR
NAVD 1988 ~ ~ ~ o.s4 ft C~ISTRU~°~Ib
~ ` ''ae NGVD 1929
~ 1.54 ft
4 O~ ~ / MEAN LOW WATER
~ ~
~ Hwy ~ ``v. .v\.w 5. FEMA FL000 MAP INFORMA110N: oESicNEO ev: _ RAW. NORTH CAROLINA FLO00 .INSURANCE RATE MAP: oRawN ev: HWL
MAP PANEL No.: 3720313100) FLOOD ZONE: AE 14/VE/15
GRAPHIC SCALE ;ALE MAP PANEL DATE:. APRIL 03,2006 ounurr coNraoL: MTA
40 0 20 40 20 40 6. SURVEY REFERENCE: scram: NOTED
PID: R08800-008-002-000 Fl~ Nur~eER: g$18
AIFW 41AN(1\/CD 1't111AiTV DCf~ICTDV -
IN FEET .r~rr 1. .19V 94.1\ VVV1911 1\LV1J 11\I
1 inch = 40 ft. 7. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW) DAZE 01-21-09 Ift.
FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION EXISTING SITE AND DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION. DEMOLITION PLAN
' i THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW CAROLINA BEACH
Ji f ELEVATION (+1.26 FT. NAVD38). BASED ON ESTABLISHED TIDAL RANGE SHEET NUMBER:
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
ji f TO NORMAL LOW WATER (NLW) DEPTHS. dowk, 0%
Of

PY
R`~ PTE ~
STPI' a Z
GOP. ~ ~taP * SITE
I~ ~ o Z ~ O
J N
W ~ '
D
~ N
V SPENCER-FARZOW DRIVE ~ z
0
~P S ( c~: 1 0 ~ ~ ~
v 0
~R
P VICINITY MA Z~~~,,M
AL WATERWAY SETBACK ' ~ J ~ ~ ~ ~ ~
SCALE: N.T.S. USACE INTRACOASTAL WATERWAY w r ~ p ~ ~ r - z c~ ~ a~ ~ as
f _ N ~ ~
1 ~ l ~ ~ }
/ l ~ ~ ~ ~ ~ -
f f ` ~ r _ 1 r _
1 J ` \ t L /_`S _ ~ 'ice
SNOWS CU 1 _ ~ ° ° - ~ ` - s
i ~ ~ ~ - _ _ _ ~ r- ~ ~ ~ _
INTRACDASTAL WATERWAY _
r
IGHT-OF-WAY - ~ _ - - _ - - l f ~ ~ ~ s
EXIST. STONE REVETMENT ` _ - - - - - - _ -~~~R~EFURBIS X . TIMB R BULKH AD °
E--PALE-TIMBER BllLKHEAD AT_CORNER_ ~ ~ - --___~,y ~ ~ ~ \ ~ ~ ~ - PROPOSED`LANDSCAPE AREk ~ ~ ~ ~ J ~ } ~ ~ ~ ~ _ ~ ~ 7 \ ~
MEAN LOW TE _ - - - - - _ _ _ _ _ _ _ _ _ -
MEAN HIGH WATER i((~',~~/ ~ W ~ w - - - ~~~3 ~ ~ ~ W P~~` C FI~IP~GtiA~EA I ~ I l ~ - _ _ _ J,. 1. ~ \ ? - ~ - _ .
~ w m v w m w y ~~~-6 ~ ~ ~ ~ (10 BOA DWALK W/ UARDRAIby ~ ~ ! ~ ~
EXIST'. GRAS ~ w W ~ ~ w ~ m w W „ m w =~e\\~~ \ ~ ~ SEEDS T. C2.;7~ ~~~\7~7 ' ~~k..~JJ~--~~~ ~ ~I ! 9
PR9~',-k~E'A ~ W w~ W w y w w ~ r> N HIGH WA~;~ ~ y W y v, 34 LAMA ~BUFF~R y /
wooo~n - , ter, o' aRE4. r fry,. ' ,r~G•~'=---a• ~ 0 0 0 m 0 0 0 o e o 0 0 0 0 0 y y \ ~ ~ EX~ST,~ TiMB6R BULKIi \ ~ ` - ~ ~ ~ ~ / ~ ~ ~ ~
EXTEND • ~ EXI T. -UMBER,- ~ ~ . W A n I \ ~ ~ \ 1 J~ I
~'F,. ~ .~.fi,,., ,,t~,r . SEE SH . C2 7
r l~ r r'' ~ r'"' t h e.; :',r' APP,~0:301~-r, '1~UF,EEI~. ~ g 6 W y y ~ W ~ ~ \ I~.T,~SS AIWA ~ )1~
FUTURE DMF S - L STORAGE` AR A ~ • '~~',..1~
~,,~~.r ~ ~ y ~ 75 AEC LINE (TYP.) ~ 8
0 0 0 0 0 0 0/ o 0 0 0
> e r ~ - ~ 10 10 10 •
~n 4 e
Gti ~ • y \~1 'EXISU. T~W~KbIEA ~ _ ~ J ~
- ~
~0
P o Q„ PROPOSED PROPOSED CAST-IN- w ~ 1 ~ N~ w~
U. S. ARMY 5~ ASPHALT PAVING~•~_ a- M PLACE C0~ PLACE .CONC. RAMP = IF~.~A~H t~ ~,I ~ ~ ~ ~ ' i % r ' DREDGE AR~A TO U ~ U ~ ~ t t ~ ~ ~ ~ ` ~ ~ ~ ~ ~
° PARKING TOT & CONC. A & CONC. APRON / r 1, ,s~. ~ I(~r 01 ~ ~-~a -6,0 MLW (-8.5 NAVD88} `.I~ w N ~
CORPS OF o~ . -.SEE SHT o° d ~ (BY OWNER - SEE SHT. C2.4 ~ ~ ~ ~ ~ ; ~ i ~ j ~ ~ ~ ~ ~ ~ rS6E .~61'Tw C-2 ~ ~ ~ ~ p , U ~ ~ ~ (BY OWNER) ' ~ ~ ~ J r ? ~ - ~ ~ r, _ J cry C~ } ~
ENGINEERS
~ ~ - 10 10 10 SLOPE SLOPE -SEE SItT. C2 ' `ate ~ % ' f ~ ~ ~ w w I
~ in + / x ~ ( P) 7J' 1 ~ J~~ ~j sy~ ~1 ~ a~~r j ~F ~ e/ r' f P ~ ~l ~ ` ~ V 'v , ~ ~6- O I-
x ' CLEAR <i~;:-i `,F ; ~ ~ f , f ,
ro . ~ o .'PROPOSE[ ~ ®®®®®®0 000 0 ®oo 00 0000 PROPOSED 6' ~ t ~ ;'r , ~ ~ f ~ v r ~ ~ ~ \ ~ ~ U) ~ _ ~ ~ d C7
x j WIDE FIRE . , , SEE SHT. WIDE FIXED,(SOCK - ~ I. 4 : ~ , ff, l,, r . - ,4,, w SEE SHT. 2.5 ~ t 4- 3.~~ ~ ~ < ~ ~ ~ ~ ~ ~ ~ ~ z ~ ' u~ 0 N ~ ~ . ' ~ t7
MAKE-READY m WNEI _
- LANE x ' ~p O Z D Q ~ t~.
X . / ~ ~pll LA1tA9~` E~(f~~~NN'~j MN~Y P... ~ .
1 o~.~`-:-~~ p r~l'~ ~s~r*~H~: c`~5 ~ ~t~o ,~t ~w o h n ~ ~
T WATERWAY R.4 ' LINE rMRacoAS ,-~-w eosr wooo~v ~ 75 AEC ti 1 ~'~`t-...~,~ ' C4~AS7AL W~TLA{~U,I.INE ~ ; ~
j~ . posy aNO cAe~E ' ,r FENCE jTYp.) ; h~ AS FLAGGED BY DCM 5/29/08 ~ ~
usACE aroNUalENr N.• 113256.0686 l ~ ~r_.-----'". 0~
E.• 2335008.538fi i 7 r 30 CAMA BUFFER ~ ~ ~ ~ / FOR ENLARGED BOAT LAUNCH, SEE SHT. C2.4 0~
N/~/ ~t.'~a' ~ USACE MONUMENT ~ ~ ~a,~. ~ ~ N: 113414.2243 ~~w~ (BY OIMNER} ~ ~
~ ~ I ~ aR/ E.• 23354 a , ~ 19.8495 tip, } F
FOR ENLARGED DREDGE AREA, SEE SHT. C2.8 d i Za~~ J
O ~ . j ~
1 ` r ~ O ~ ~ U
/ ~ i ' l~ ~ L ( f Q
_ f
-
d 1 ~ ~ ~
N ~ I~z
U
~ w~U
~
RAPHIC SCALE G
40 0 20 40 ~ ~ Qam
~o~~~
w ~Q_-~
IN FEET } ACE INTRACOASTAL WATERWAY SETBACK _ _ ~ US - - 1 inch - 40 ft. r~
~5
GENERAL NOTES. ~ oo ~ c~ z U
LEGEND 1. TOPOGRAPHY AND BOUNDARY. SURVEY. PROVIDED sEaL
DREDGE AREA ~ ~a.. BY ROBERT H. GOSLEE & ASSOCIATES, PA
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES ' IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME. ~ '
. • ~ PAVEMENT PERMIT DRAWINGS
w W y EXISTING LANDSCAPE AREA 3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 ~
W y y W 4. VERTICAL DATUM: NORTH AMERICA VERTICAL. DATUM 1988 (NAV088) EXISTING PARKING COUNT ; NQT FAR
~ Y PROPOSED LANDSCAPE AREA ~F_~ r~ ACO 5T ATERWAY RRIGHT-OF-WAY TRAILER 81
1 ~A~E INTt~ ~ ~ TRAILER ACCESSIBLE 5 DATUM CONVERSIONS C~~1S~°R`U~T~GN
~ ~ ` ~ F~ t ~ ~ ~ WETLANDS AREA / ` TOTAL TRAILER 86 MEAN HIGH WATER ,
~~-`~ri ~ ~ f ~ ~ ~ ~ d ~ 1 ~ i ~ ~ ACCESSIBLE PARKING SPACE CAR 30 1.26 ft
r Q s r r ! ~ `'J w SIGN z CAR ACCESSIBLE NAVD 198
PILING TOTAL CAR 30 0.94 ft 2.48' ft NGVD 1929 DESIGNED BY: RAW
f FENCE LINE
t r ' { PROPERTY LINE PROPOSED PARKING COUNT 1.54 ft DRAWN BY: HWL MEAN LOW WATER
v NON-SURVEYED LINE TRAILER 92 qu~urr coN~ROL: MTA
\ ~ t r ~ ~ ¢ - ~ ~ EASEMENT LINE TRAILER ACCESSIBLE 4 5. SEE SHEET CO.i FOR ADDITIONAL .NOTES: SCALE: NOTED
- - MEAN HIGH WATER LINE (1.26' NAVD$8) ' NAVD$8) TOTAL TRAILER 96 6. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL NIGH WATERLINE (NHW) Nun®ER: 5818
~ _ _ - ?ecenr i nw we1•FR 1 IM1IF (-7 dR' NAVi1f~R1 R' NAVi1f~R1 CAR- 29 FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION oA~E: 01-21-09 rn nr e-ni rn try it urASi. i unl i 11lA TI'S (uLl11~f1 Ct CI/ATI AAI
< HIGH WATER LINE AS FLAGGED BY DCM 5 t; / ~ CAR ACCESSIBLE UtItKMINtU IU OIL tWUML IV Inc MCHIN nl"n ruP1ILR Mnve D BY DCM 5 ~L~rnos~r. /29/08 TOTAL CAR 31 THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW SITE IMPROVEMENT
- - - COASTAL WETLAND LINE, AS FLAGGED BY E S "LAGGED BY DCM 5/29/08 ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE PLAN AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
- 75' AEC LINE PROPOSED PAVED SURFACE 97,813 SF CAROLINA BEACH
USACE SETBACK LOCATION PLAN - 30 CAMA BUFFER SCALE: 1 = 200 o--~ PROPOSED FENCE PROPOSED LANDSCAPING 8,909 SF TO NORMAL LOW WATER (NLW) DEPTHS. SHEET NUMBER:
R.O.W. RIGHT OF WAY C2.1.
OF
i

RWP ATE BUCpjfgp
a TAL
~ dA5 ~ ~p,G ~
z ~T SITE ~ I W ~ 8
0
0 w r~
Z N ~ SPENCER-FARLOW DRIVE ~~_-1
~ / $ 1
e
o" S J , ~ J ~ o
v } ~ ~ \ _~..v
N ITY MAP \ o E
VICI
SCALE: N.T.S. USACE INTRACOASTAL WATERW ~ASTAL WATERWAY SETBACK ( ( ~ , J ~ z w ~ o s k
/ ~
~ I - wQ2~a~~
o-~ ~o~~
- ~ i l ~ ~ ~ ~ ~
r ~ ~ r ~ ~ _ i ~ 1 ~ \ ~ ~ ~ ~ t r~ ~a~~ ~
~ r / r j ~ ~ ~ ( / ~ l f ) ~ ~ c~ ~
f f _ ~ 1 ~r-~'~-'~.~~, i ~ ~ ~
SNOWS CUT ~ - - _f
s \ i / INTRACDASTAL WATERWAY J- ~ - - _ _ _ _
1000 RIGHT-OF-WAY _ _r~ _
EXIST. STONE RE ET E ~ - - - - ~ _ - _ - ~ S X TIIvh6 R BULKH k6 _ - R~ REI N`F~I T~ E.___~ DER BULKN~&6' sv~ ~ ~v\~ \vvv 1 ~ v~ I ~ v~ ~ ~ `vv
- EP R`iT~ER B1Ji1~FiEAD A I tR- ~ ` _ MEAN LOW WATER _ =s - - _ ` \L+MIT~ Q~ ~~A _ 1-~~O \ PROPOSED`L~IDSCAPE AREk ~ \ ~ r. ( ~ F®
\ f
z~ _ MEAN HIGH WATER y J. W W ~ - ~ ,iii J• J, ~ W J. - ~ v~ ~~vA~ ~ v ~6'v '~IN PUBIC FI~If~GtA~~A ~ ~ ~ ~ ' ~ " J ~ v -
/ ~ u- ~ w v w w v ~,9~1° '1 3= , 2~ ~ ~ ~ SEXIST. G~AS~ AREA ~ W W y v Lev ~ ~ ~ ~ x(10 VBOA~DWALK W~ UARDRAi~~\ I ~ ~ r ` / ! % ~ ' _
II,^ y v /~o ~ ~ -3~ x2;<< '"APP .-1-~~~ W w V W ~ y y ~ ~ ' J- ~ J" w TEMPORARY ~ILTy FE C~ W e~ v~ ~ ~ vv v v 1 / / ~ ~ I
k 3 ~ ° woooEO ~ -.r'? ~..~,;-=~,,1 HiGN W~'E~ ~ W J. ~ w 30 A J •8j~ ~ y~s~ y y ~ ~ \n~~e~~- ~ \ ~ lit r~ ! I~t / ) ~ y y y y y \ ~ ~ f~X~T~ T~MBE~R ~ULK~E`~~ ~ ` ~ C~ ~ 1 ~ 1 / l ~ /
_r ~ ~XT EXI ~~TI E~
OUTLET WEIR W/ RIPRAP ; ~ r _ r~ ~ f".~ - SEE DETAIL .r-.~--~ _ ~ - - • y ~ v v vv ~ \vv'v`y v^~T ~~A' 11,7, ~(t[ l [ 1 ~
END SILT .~NGGE~,..,-x , - . .f~r:~ . 0 ~A a~~~~UFEER~-''~ s. ~ ~ s 5a ll W BEGIN y 1 ~ ~ S~ ~~A~ ~V~ ) )l ~
FENCE Ft~ RE DMF- S~y~I.l~~ E~AGE AR A y x ~ ' . _ ~ sq0 Q fp ~ 5~---~-~ ~ 75 AEC LfNE 6.Is 5 .w,;~\y SILT FEN.C ~ ;s\ 1 \ ~ `
,1 1 Ff RIDGE LINE 6, )GE LINE 6,go y y y y ~~~-~-a>~ \ I .s.~~
~s0 TEMPORARY SILT FENCE 6, ~r h6 5 - ~cE' END SILT y y y ~ ~ ~ ~ \ ~ j ' r _ _ _ - ~ - C
FA~ 5 g L___ ~ / x ~ ~ ~ 5 ~ 1 _ ~ 6 \ jS.FENCE y y y y y ~ ~ \~~~~`~D ~l~`LI~H D _ ~ ~ 4 ~ ~ ~ ~ ~
LIMIT OF DISTURBANCE ~ 5' S' kg. x 1 x Q ~ r°+
~ ~C'~; • ~ • , AP RO . 5 EC LIN • ss Z a ~ MP R RY SIT N E 'FF 666 ~NF '~~t)",`,g.~*.' ' k. AND S~Ly ~ ~l ~ \ ~ ~ / 1 i ~ _ ~ 8-- - : - Q I " ~ ' FENCE \ 1I ~ ~XlSiT. ~BIIJ<K,BE~ / ~ - - ~ U in
J' S 5 v ~ ~ 5 ~ ~2 ~ ~BC~~~ ~E`D>IM€i~ GURTAIN- r -r ~r ~ ~ ~ ~
3 ~ 1 ~n
s,2s / ~ f.-
JB1 o~ A^ > ' a A o 0 5~ > o DI 5 U. S. ARMY T P 8.0 ° \ A°~-- vl s r-' o o 'o ~a~ O o5,~ ~ ( a ASPHALT PA NG ~ ,a~ TOP 5.36 f 5 F t. i ~ 1 ~ , ~ ~ ~ ~f ~ LIMIT OF DISTURBANCE _ _ ` ~ ~ ~ z N c~ )P 5.36 ~ 4~ ~ I' ~ ~
>l INV. 2.41 ~ \ ~1 PARKING LOT ~ ~ INV. 2.16 V. 2.16 ~ R: :.N M : I (ICI'' ~ i' .i,~ l~ ~ ~ ~r~(~~ / ,I r-r`'-DREDGE AREA 0 ~ U ~ U j
CORPS. OF ~ . ~ 6Q o° ~ 4 fp 3 , ' ' ~ ~ ~ ~ (~~-1(~ ~ ~ f1 ,fir' -6.0 f1LW (-8.5 NAVD88) W ~ ~ W ~ Z is . ~ _~¢t / s~ ~ ~ ~ ~RfT.. ~2~i Q. C ~
BEGIN SILT ~Bry • ~ ENGINEERS ~ ~ :yt FENCE ~p fp
~ / • ~ 4 V~ i- ,r r ~~~~~~I f ~`~~f J Fj ~~rJ .tt~ w` ~ V•
/ '''9 " s " Q ~ ~r ~~~1 IG' ,1KM1EtdTf w~ v v ) N W ~ N t j
~ RC x • i 8 6? 5~ ~ 8 ~ ~ 6. > k x5. k . ~ N ~ ¢D ~ ~ h l ~ r° f'ERiMET,E~ I~f1G ~ L D N
Fp, FP ~ ~ A 6, /S. $ s k$ a •8 n $ S,g . _ ~ ~ ;°x ~ 1 ° ~ ~3EEtvfOLf` 0N-~c RAI~k~ ~ ~ o J z ~
~ ~ Pp S61 ~ p f5" C +Epa 'a4 1 CP •g2 18 RC a 2 R Fp 8 / p x a p . x . Y S **S E ~ ~.r:`~ ' '.CON UC~~~, - ~ v (rl J, \ ~ ~ ~ ~ = I f f rn , f
ILT Ss 80 04 5 g ~ 4 6 S 2 F o k k S FP RIl~RAP 3r~f?°~ ~ . _ ~ ~ ~ ' ~ _ ~ tit w j • ~ ~ cy'
k Y 1. ~ Fp sr ~ s Fp Fp .s4 ~ S.S p .s8 s.~ r. ~:~„d9f;I'~`, ~ 8 3s ? ~'A~ 4 to G s~s APRON Ff _ _ _ ~ .viii, ~ ~ z ~ ~ ~ ..:I to ~ 0 - - ~ '~t,, au~z 1 '~S U ~ Q =
6 •39 ~ 6 3g S \ S ~ s39 ~ RCP 24 R TEMPORARY °88"'."•~'.'•+•r'.'•,' ` •dg •0 6 Ff S9 •8p , •s8 FE' r r 24 R ~ ; 3' 0'~ ~ ,mz ~ ~ ~ ''~`-.~u~ ~ MHO. w\~ ~ \ O z C> d ~ ~
x <<~~ ~ FA FP fp A Fp e' CONSTRUCTION~~::~~:=::: ,
NCE - x x rurRnconsr~ warE~nav R.o.w. ENTRA p a~ ~ ~ ~ ~T>4~COA SAL ,1~fA~i! ~
ss s.5 6.o DI 3 s.a s.s Exist. wood a.a a.a DI 9 4.s DI 8 4'9 DI 7 i~ ~ D I I D I 2 D I 4 Posr aNO caszE D I 6 JB 2 P v`. ti 1 : COASTAL WETLAfdD; LINE ~ . ~ / 2 24 FES ~Q~~ h~ AS FLAGGED BY DCM 5/29%8
i USACE MONUM TOP 5.08 TOP 5.36 TOP 5.6 TOP 5.84 FENCE (TYP.) ~ TOP 5.84 TOP 5.72 TOP 5.60 24 ENT TOP 5.4$ N: rr325s.asss INV. 2.55 INV. 2.79 INV. 3.0 INV. 3.24 INV. 2.56 INV. 2.44 INV. 2.32 TOP 5.57 INV. 5.57 ~ INV. 2.0 (n
E' 2335008. INV. 2.20 INV. 2.08 5386 ~ 2.08 0 ~~w o~ .
'~/V ~ FENCE - ~ TEMPORARY SILT usACE MONUMENT
~ ~ N.• 1134r4 l R/~j .2243 A F LIMIT OF DISTURBANCE ~ E~ 233541s.84s5 B ~ ~Q END FLOATING
~ BEGIN SILT pp SEDIMENT CURTAIN ~ FENCE o~~~Q yv Q
" I N/F DANIEL CAPPA F ~ N \ DEED BOOK 18St, PACE 658 ~ ~ 5 „ ~ ~ C) z
~ ~ Q ~ o
1 ~
as

w LEGEND X -FENCE LINE fn ~ z
v.
Z m PROPERTY LINE ~ ~ O U
Q ~ ~ ~ ~I ~ - - -NON-SURVEYED LINE ~ ~ ~W~
. z ~ Z w ~ ? GRAPHIC SCALE -EASEMENT LINE
a W o QI a w - I Q 40 0 20 40 TE: ALL PROPOSED GRADES ARE EP UNLESS OTHERWISE NOTED. - - - -MEAN HIGH WATER LINE (1.26' NAVD88) ~jj , , O Q
v z ~ ~ ~ ~ ~ I W ~ ~ U ~ NOTE: ALL PROF fn Q ZWW w? r JU? M ~ U2 _ J _ - MEAN: LOW WATER LINE (-2.48' NAVD88) F' ~ ~ Q ~
~ ~ QJQ ~W ~=~W Z ~1=W Q z X03 ~Q~ ?wQ~ ~N~ (IN FEET ) HIGH WATER LINE, AS FLAGGED BY DCM 5/29/08 ~ Q ~ = Q
~ w ovN ~aQ N>aQ ~ a~.Q _ 1 inch - 40 ft.
~0 N E R A L N 0 TE S a - ~ ~ - ~ ~ -COASTAL WETLAND LINE, AS FLAGGED BY DCM 5/29/08 ~ Q
HANDRAIL 1. TOPOGRAPHY EXIST. GRADE -~--PROPOSED SILT FENCE (L U Z U TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED --p--PROPOSED FLOATING SEDIMENT. CURTAIN
BY ROBERT N PROP. GRADE BY ROBERT H. GOSLEE & ASSOCIATES, PA
+8 2. HYDROGRAPHI +8 HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES LODE LIMIT OF DISTURBANCE sen~
PROP. FISHING PIER ..........PAVEMENT . +7 IN JUNE 2D0~ +7 SECTION IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME. - 5 EXIST. CONTOUR
- _ 3, HORIZONTAL I HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 - 5 PROPOSED .CONTOUR ~
+6 ~ ~ ~ _ _ ~5> - _ 4. VERTICAL DA" VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88) k~ 3 EXIST. SPOT EL. P.~R~~~ xV®R~N~S
+5 J,l~ - h~l YY1
EXIST. BULKHEAD +4 ....+4 DATUM_ CONVERSIONS x4.3 PROPOSED .SPOT EL. _ ~'QT FQR , _
MEAN HIGH WATER ® RISER. & BARREL t x.. 1.26 ft DI3 DROP INLET (GRATE TUP) C~~S~uE;~N
....EXIST.. ;BULKHEAD, .PILE.... +3 +3 DROP INLET NAVD 1988
+2 ................................+2 APPROX. MHW ~ 0.94 ft JB1 ~ JUNCTION BOX (SOLID TOP) '
~ NGVD 1929 ~ TEMPORARY INLET PROTEC710N
1.54 ft FE FINISHED ELEVATION
EXIST. STONE REVETMENT MEAN LOW WATER H.P. HIGH POINT aESic~EO aY: RAW/MTA
5. FOR THIS SIT Q FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW) INV.. INVERT aRawN eY: HWL
FLAGGED LOC DETERMINED ' FLAGGED LOCAl10NS WERE AVERAGED, AND THE RESULTANT ELEVATION EP EDGE OF PAVEMENT QuaLirr coNr~o~: MTA DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION. RCP REINFORCED CONCRETE PIPE. scAie: - NOTED
THEREFORE, I THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW F~~E NuMeeR: 5$18
~ ~ ELEVATION ELEVATION (+1,26 FT. NAVD88). BASED ON ESTABLISHED 11DAL RANGE FES FLARED. END SECTION
i i e-r talc i ne, e-r talc i nre'nnai aAGa~i i nun wet'~R ftiAi u~l nFp'ruc aR~ cn FL1t1Ai _ oe.r~: 01-21-09
TO NORMAL LOW WATER(NLW) DEPTHS. V v I f--- PAVEMENT GRADING; EROSION
SECTION A - A NORMAL I
LANDSCAPE AREA CONTROL, & STORMWATER
SCALE: VERT:1"=40' HORIZ:1"=4' EXISTING LANDSCAPE AREA CAROLINA :BEACH L W W
SHEET NUMBER:
WETLANDS AREA
PROPOSED FENCE of

, + + + x + + + + y y y y y y y ° ~ EXiS STONE REVETMENT , ~ _
PROPOSED 6 WIDE + + + + + + + y 3 y y ~ ~ ~ ..s. AT RAMP NOTES
FIXED DOCK - ~ + + + ~ + * + + ~ + f ~ y y y y y „REPAIR REFURBISH EXIST. BULKHEAD SEE SHT. C2.5 ~ + + f + + + + + + + + + y\ ~4 9 y y y y y ' - SEE SHT. C2.74
+ + + ~ + U,c y y .`i. . PROPOSED ~ + + + + + + * + ~ y RW : y 1. - GENERAL
8,. tiff ~ + + f + + + + ~ ~ + } + ~ \ y y y116 ~ y y y ~ f CONC. APRON + + + + + + y y y DREDGE: AREA TO 1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED.: ~
\ -SEE SHT. C5.5 + * + + + + + + + + + ~ + + + + * + + + + y PROPOSED BI~LKHEAD E~.,. { - , -6.0 MLW + + + + ~ + + f ~ + + + + y y y PILES -WSEE - ~1\ , BY ROBERT H. GOSLEE & ASSOCIATES, PA
. C .50 + ~ ~ + + + + + + + + + + + ~ + y y y ~ a ; ~ N r 8.5 NAVD88 ~ ~ SHT. C2.6 - , + + + + {=F~ ; , ~ .N r. .....SEE SHT. C2.8 2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES o
~ +StA~.~ + + + + ..-9- + ~ + f i t t ...y IN JUNE 2007 ANO REPRESENT CONDITIONS AT THAT TIME. v-,
v 3. HORIZONTAL DATUM: NORTH CAROLINA .STATE PLANE NAD83
, . , ~f / 4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
C2. , i ~x ? h; _ . _ , ~ f ~ ~ ~ f'f pt'F ' t ; li L ~ 6. G UND OUT ~ l
k ,FL ~ A N "DO KS ~ . , ~ ' ~ ` ~ a DATUM .CONVERSIONS o Z
MEAN HIGH WATER
~ _ ~ ~ 3~` ,w° S( 7,5.x° `1~1~ f . ''i, ~ r ~ ~ t ~ 1 ~ A _ t5 ~ - , ~ _y , , A , ~ 1.26 ft ~
ARRON.~" P P SE AST: 01~-• iT€ kiP : ~ ~ ,CO~C ~SL~ ` ~ r ~ , f . O s NAVD 1988 0 0.94 ft
BY OWN y ~ ~J 1 ~Y .OWNE ' ~ ) . : , ~ SEE T C5.5 ; "IYP, ~ ~ ; , ~ ~ - r y ELEV. +1A2 ML i, 2.48' ft NGVD 1929
_ -1.48 NAVDB ~ ~ ~ ~ ~ ~ ~ ~ n { ~ ~ if 1.54 ft w u~ n
~ ' C2.403 rJ . MEAN LOW WATER ~ ~w ads ~
, - . C2.4U3 ~ r - r
7 ~ ~M P , ~ e. x f 5. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. a z > rJ N ti =
_ R ' j : _ , - - f , ~ m, , ~WQZ610~gp 6. U.N.O. ALL ELEVATIONS SHOWN ARE NAVD88. ~ c N tv s
ELEV. +7.5' MLW ~ ~ a .v , M (+5.0 NA 88 } r : ''"tM G b'Nd OUT" ~ , ~ M> 7. CAST-IN-PLACE CONCRETE RAMP/APRON WILL BE USED ABOVE MHW AND ~ J ~ ~M M ~
~ ' ,.i d ~ r. .,LATIN [1 KS , ~ r ~ ~ , CONCRETE PUSH. SLAB CONSTRUCTION WILL BE USED BELOW MHW. o ~ c o
ABU ENTS a' a ~ • f~ ~ ~ ~ ~ ,~o. CONC P 3VID D, ; - sHT. c~.5 ° = , SEE ~ ,~IQE,~ :~.5 :TF11CK x d v 8. SEE SHEET C0.1 FOR ADDITIONAL NOTES. N ~ a o o
CAST-IN- LACE ~ '\51.0 ~=:.ar , : ~ a~ :BAST; tN~ SI,T>: ,.K , n:~ 9. BOAT RAMP (INCLUDING CONC. APRONa CAST-IN-PLACE AND v o ~ ~ ~
~ CONC. RAP .mJ (1f~NCr PUSH,Si,AB~ f': r .r------°'`°~ EXIST. CAST-ON-SITE CONC. SLABS), FLOATING DOCKS (INCLUDING ~ W
-SEE SHT. C5.5 ~ 't ' ~ , ~ > w°, ~ i ~ f MEAN LOW vT _ r ABUTMENTS), AND SCOUR APRONS BY OWNER.
, , f - .WATER g ~ { r; ~ PROPOSE ' . f _ , , ..o i•' 10. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE. (NHW)
ffXE DOCK - r ~ ~ "'1'~ ~~!IDE X!75 `''ik~ICK , r. ~ , ` ~ ~ ~ NODE x F CAS~~-06~-SITE ~ F v FLAGGED LOCATCONS WERE AVERAGED, AND THE RESULTANT ELEVATION
SEE SHT. C2.5. ~ C 1F _ CONC. PUSH SLA$ ~ cr - <':.y' ~uu DETERMINED TO BE .EQUAL TO THE. MEAN HIGH WATER (MHW) ELEVAl10N.
R D FL A~TI[!I. D "..1 ~ ~ " ~ '-I~ m, ~ PROPO~ED BULKHE ,I - ~ , ~ ~ . , ' H ,''1; - 0.a- :.,r' _ . w.. ~ ~ ~ _u n._....... ~ 1 ~ . , f ~ THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE
SHEETPILE WALL ~ - . • EXIST < i ncu. ~ n ' .r~ - - ~ ~ MEAN HI H AT THIS LOCA110N, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
SEE SFIT. C2.5 ~ ~ -M - ~ ~ TO NORMAL LOW WATER (NLW) DEPTHS..
i
~ ~ 6 LF~ 75 ~ 'm` . R•0•W. ~
CLEAR a ROPOS BULK AD suL
30 CAMA BUFFER c , : - ~...i ~ + ~ 'lll~ --'?1L ~
HIGH~INAi'E~`GINE ~S'`:.-":!` OASTAL WETLA D AS
~ + ''r FLA~3GED BY D 29 OB A C LNJE ~ FLA(~ED BY~ flCfui:.S/ 48:, ~ ~ 75 E
GRAPHIC_ SCALE: 1"=20'-0" NOTE: SEE SITE PLAN,
SHT. C2.1 FOR LEGEND
SCALE: 1" _ 20'-0" 20 0 20
116.4't PROPOSED BULKHEAD
TOP EL. +8 MLW +5.5 NAVD88 ( )
50.2 LF 68.2 LF
- - A C. AT RAMP PROPOSED CAST-ON-SITE CONC. PUSH SLAB BOAT RAMP PROPOSED CAST IN Pl CE CON BO
I 44't 12't 15 LF APRON 53.2 LF ® e~
VEE TROWELED FINISH REPLACE EXIST. BULKHEAD EXIST. BULKHEAD ( ) 1-°~u~ ~
9.1 ~ TO REMAIN
PROPOSED 7.5" DEEP REINF. CAST-IN-PLACE CONC. °0 °0 ~ ro U. ~ 'U N ~ ~ u~
o Q a 3> 3Q > ~ E u~
gZ ~z ~~Z
o ~ N • GROU D OUT FLOAl1NG DOCK (BY OWNER) ola. a VERTICAL CURVE SECTION ~ N~ ~ PROPOSED 7.5" THICK ~o WNER) Q U ~ W o ~
PROPOSED ASPHALT + ~ = 100' RADIUS + o o ~ olr`- F. CAST-ON-SITE +~-~°D BULKHEAD BEYOND DRIVE a++ ARC LENGTH ALONG ~ REIN ~ o i ~ EAD BEYOND cn c Z~~ ~'L W r
TOP OF Q ~ • ~ CURVE SURFACE = 15.9' ¢ ~ CONC. PUSH SLAB w • J LKHEAD EL. +7.8 MLW (+5.3 NAVD88') ~ ~ ~ ~ ~ ~
XIST. GRADE ~ ¢ ~ w ~ ~ ~ o~ w T/ BULKHEAD Ei.. +7 E RAMP cn ~ w.. cn w~ T BULKHEAD EL. +$.0 MLW +5.5 NAVD88 } ~w" w ~ a~ w ~
EL +5.0 ~ ( 10 . _ _ _ ~ _ _ _ . _CONC~-ABUTMEIJT _ _ _ _ _ _ _ _ _ _ _ , _ _ _ _ _ _ 10 0- 0 ~ _ ~ . _ ~ o ~ U~~
I APRON _ _ _ - _ . _ _ - _ _ _ ..SLOP { _ . _ _ ~ _ I ~ ? ~ . _ _ . _ . _ W
_ - 5 . ; _ _ . 5 , _ ~ U I
_ _ . - _ - . . _ _ _ _ _ _ _ _ _ . 4- ~ u~ . _
_ _ _ a. _ s _ ~ ~ ~ T. ..n.•.o - ~ p ~ - i 0 _APPROX. MHW 1.26'_NAVD88 p v~_- ~ ~ _J z \ Q
0 ..e. _ _ . ~ . OA 1R ~ _ _ I APPROX. MLW ) _ C ~ S ~
- _ _ CONC.: BOAT TRAMP . p _ - _ _ _ _ _ (-2.48 NAVD88 p W ~ ~ W - _ _ i _
_ •a.. I _ _ _ _ • _ ~ i , _ _ _ _ ~ DREDGE Cllr:LINE_ _ : _ o 5 Z ~ Ct
{ _ -5 ~ _ , , _ _ _ - - - - - - - _ _4 . { . ~ i.._ (8:5 NAVD88 ~ - _ ~ O Z ~ B ~ ~ GL
_ _ _ - - _ - _ y _ _ ~
. ~ - - - ~ ~ ~ _
-1a ~ _ _ _ ___I_ _ . _ _ - ~ _ _ _ _ _ _ ~ . _ _ _ , y ~ _ _ _ _ _ _ f ; _ . _ _ . _ _ . 90f x 6.5 WIDE PROPOSED FLOATING„DOCK BY OWNER._(BEYOND}. i:: _ -10 U3 _ I _ _ . ~-APPROX::EXCST, ~ , ~
_ _ _ _ { -15 f~
-15 -0+50 _ +0 0+50 1+00 1+~
0+15 0 0 1+50 DREDGE AREA 2+00
CA : 1" - 109-f)" S LE , 68.2' lF 50.2 LF Z_
- - T PROPOSED CAST-ON-SITE CONC. PUSH SLAB BOAT RAMP PROPOSED CAST IN PLACE CONC. BOA RAMP J
' 53.2' lF o 15 LF APRON
VEE TROWELED FNISH ~
( ) a~ ¢ PROPOSED 7.5" DEEP REINF. CAST-IN-PLACE CONC. 9.1 ~ Q~ U
O N d: Z 0 o.n b~ VERTICAL CURVE SECTION ~ N ~ o ~ _
PRtlPO~D ASPHALT DRIVE + ~ ~i w = 100' RADIUS +I ~ r c^o ~ + od o o ~ ao PROPOSED 7.5 THICK ~ oo ~ ~ L}_
+ o ARC LENGTH ALONG + ~ o .I ~ ER} f~ _ ? OZ
TOP OF Q g _ ~ d •3 REINF. CAST-ON-SITE ¢ w • J GROUND OUT FLOATING DOCK (BY OWNER} EXIST. GRADE i-- ¢ w ~ w Z CURVE SURFACE - 15.9 ~ w ¢ CONC. PUSH SLAB ~ o~ w RAMP to ~w v, w~ ..z ~ ~w~••~ EXIST. BULKHEAD TO BE REMOVED
10 El. +5.0 REMOVED 10 ~ Q ~ _ _ _ _ ~ ~ ~ ~
_ _ a.. ,i _ _ _ ..GONG:"-ABUTMENT.. _ , _ . . _ _ _ _ _ _ _ _ _ . I _ _ _ . _ _ _ _ : - - APRON, _ I _ ~ . _ _ _ -:::SLOPE: 4.0~ . _ _ : _ ~ _ _I y... ~WW
_ I .SCOPE 2~. _ _ . _ . _ . _ - _ _ _ . . __L. _ _ . _ . . L _ _ _ _ _ _
_ r. . , 5 _ _ - _ _ _ _ . . _ . _ . _ _ _ _ _ 5 m
_ _ _ _ . _ _ - _ p : - : _ : :I APPROX. MHW 1.26' NAVD88 p ~ Z ~ ~ ~ .
_ = U,® O,.IQZ
0 _ _ _ _ _ i _ _ „ : , _ - - p _ _ MLW . N UD88) p O Q ~ p ~ ~ - -
I ~ . _ . T _ , _ _ _ . : , - - e i~ U ~ - ~ p tb.l
-5 I. ~ . _ _ _ . _ _ - _ _ _ . _ . - - - - . ~ , _ _ . _ _ _5 D. ~ J ~ Z U
• _ { _ I _ _ _ _ - - . _
~ _ _ _ . _ I. - _ _ . _ i _ _ - _ _ - SEAL 1D
-10 ~ _ ~ _ _ _ _ ; , MUDCINE VARIES _ : _
_ v_ _ i, ~ F ATING DOCK BY OWNER BEYOND 4 _ _ _ _ i _ . _ . _ . _ 1 _ , _ . . _9(~ t (x. &5 _ WIDE) PROPOSED -LO..... _ . _ _ _ _ i. ~ . _ _ _ ..::DREDGE CUT UNE _ _ + _ -15 PERMIT DR °lGS
~ .15 s
-0+15 0+00 0+50 1+00 1+, -0+50 2+00 s 1+50 DREDGE AREA ~ r
EL +5.6 H - p EL. +8.0 MLW EXIST. BULKHEAD. NAT EXIST.GRADE PILE ~
SCALE. 1 - 10 0 (+5,5 NAVD88) 4" ~~°~N `'y: % ` ~ EL. +7.5 MLW%;~,~~i~ ~ EXIST. BULKHEAD
' ACE 6.5' WIDE 30' CLEARANCE 6.5' WIDE 6 15 CLEAR N CLR. '`y~`~iv a WALER 30' CLEARANCE 6.5' WIDE a (+5.0 NAVD88)
FLOATING DOCK FLOATING DOCK FLOATING DOCK ~i o EXIST. BULKHEAD
T• EL. VARIES BY OWNER) EXIS (BY OWNER) ( (BY OWNER) BOLT
COASTAL ~ APPROX. MHW
WETLAND _ EL. VARIES 32' CAST-ON-SITE CONC. PUSH SLAB (THIS LOCATION) EL. VARIES _ 32 CAST-f r-32' CAST-ON-SITE CONC. PUSH. SLAB (THIS LOCATION) TIE ROD Q - ~1 oesicNED Br: RAW DRAWN BY: HWL
"T~T<~;? CAST-IN-PLACE CONC. FURTHER UP RAMP) ~ (CAST-IN-F I ( (CAST-IN-PLACE CONC. FURTHER UP RAMP) EXIST,/REFURBISHED o ~ ouAUrY coNrno~: JRT
WATER LINE ~ ~ - ~ NORTHSI~E BULKHEAD ~O
RAMP - 0 . -SEE SHT. C2.7 ~QQ scti~e: NOTED
1' 1' ~ SEE SHT. 2.4 1 1 2' ~ POROUS STONE UO~/1 ~~E Nu~BER;' 5818
. ,.....e. r.' ,rx.,,trr,+nrr-,~~ur,~i ca nnn~.J,-~ na-r~: 111-~1-(1Q
T a 6 FILTER FABRIC U BEAT LAUNCH O oCo V
a ° e o o a a ° ° a a a o a
a° 0 4° ° NC D.O.T. o o- - - 1 ,_j U VINYL SHEET PILE O~ CaPLAN AND DETAILS
CLASS 1 RIPRA~ 16 CONC. SLAB 32' CONC. SLAB "F-=9," - 33' CONC. SLAB #67 STONE - 6" DEEP CLASS 1 /00 CAROLINA BEACH RiPRAP BOT. TIP EL. VARIES
EXTEND TO BULKHEAD (BY OWNER) (BY OWNER) C2.404 CROSS SECTION BOAT LAUNCH (BY OWNER) CLASS A RIP RAP - 12" DEEP EXIST. STONE sHEEr Nu~aER: EXIST. FILTER FABRIC REVETMENT
& STONE (ASSUMED
- FIELD VERIFY) OF
SCALE: 1/4" = 1'-0"

r
~ ~ Z v
~ r 0
_ ~ ~ t- w
~ , , ~ ~ ,t .ti ~ n i ~ ~ ? k vs r ~ ~ , i ~ M. t: i r - ~ ~ ~ 'i.. -
a . . ,o . : t 1 rr a _ ~ a '
! a L, ~ -'gam,. a._ ~ f E 'G a rI ' ~ .q ~ i Y :f ~ ~ n 0 z
.w. 1 . ~ l: ; 1 , r p S A ~m y
M r: ~ ~ ED 6 PRO 4S a ' a 0
E DOCK . I. ~ n
v ~ r , - -_,T, ti ~ ~ - _
n . ~ ~ - ,w ~ ~ r .~u . ~ WtA~
PROPQSFd' BULKr'IEA~ : = / ~ w ~ _ . ~ ~ _.M. - _ - ~ _ M_ . _ . - ~ _ ~u _ _ u. ~ C7
t., i a r _r. ~ . HEETPILE N~ALL. ~ ~ ~ - i ~~49p~patL s
~ - w. , ZC'i yN~c°1 N az ~~c~r ~
~ ~ ~WaZ~~~o ~-~m=~vcv,c
w ~ - 1411! =z m orN~
~~M ~ r~
qua c, E~~ v
SCALE ~ / ~
~ 75 -11 v~~ ~ v ~ W
\ PROPOSED BUL HEAD & PROPOSED FIXED PIER ~ ~ /
,m~ ~ i
/
2x14
(2) 2x6
T/ BULKHEAD
EL +8.1 MLW +5.6 NAVD88) P.T. PILE
P.T. 8x8
TIMBER WALER P.T. STRINGERS c
0 00 I- 'va ~
P.T. JOISTS 4x8 Z ~ ~ N
P.T. DECK EL. +6.1 MLW v ~~'U
+3.6 NAVD88)
o ~ ~ ~ o cn ~ I
_ EXIST. _ COASTAL _ ~ U wok'
WETLAND e ~ ~ w~~
i,~/// 6 _0 P.T. CROSS BRACING ~ v~ ~i~ w ~v w~
p
u7
11YW WNW
~ ~U~
O J~~
i BOAT RAMP ~ ~Q=4)
~ -SEE C2.4 & C5.5 ~ . O W ~ U
Y a 4 Z p J
~1 o ~4 ~ a S.U.? ~~Q= O Z~ Q~~~
~ ~ i o ,z ~ a o
0 O O O a a a oa Q ~ ~
i a a ® m~ ~
NEW VINYL SHEET
PILE BULKHEAD ~ I ~I I ~I I I-1 11=1 I ,~~-ni-iii ~ ~ ...e
I F'' 1
L_~ ~_J
~J Z
~ O
~ ~ d
~ ~ U
SCALE: 1 /2" = 1'-O"
~
~ ~ U = °z
~
~ ~~Q
~4 ~>m
~Z~ZQ
U - p~lQZ
GENERAL COTES: W ~ o
L TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED 4 ~ U ~ S ~
BY ROBERT H. GOSLEE & ASSOCIATES, PA ~ ~ ~ 0_ ~ JU ZU
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN ~ BRYANT ASSOCIATES
IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT .TIME. sE~.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 ,
4, VER11CAl DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
coNVERSIONS PFRM~~' DR~~GS DATUM
MEAN HIGH WATER ~ 4 h~~T F
1.26 I l ~ y .t y,~. ~
NAVD 1988 CQ~~T~~ p~Q
0.94 ft
2,48' ft NGVD 1929 ' 1.54 ft
MEAN LQW WATER
5. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH .WATERLINE. (NHW) oESicr~EO er RAW
FLAGGED LOCA114NS WERE AVERAGED, AND THE RESULTANT ELEVATION oRnvu~ ®r: HWL
DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW} ELEVATION. ~uAUrr coNrno~: JRT
THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW scAUe: ' NOTED ELEVATION ~+1.26 FT. NAVD88). BASED ON ESTABLISHED TLDAL RANGE
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL Fig NuMeeR: 5818
TO NORMAL LOW WATER (NLW) DEPTHS. onto: 01-21-09
.-evrv~ e~~nes
1-17%tu Uuum
DETAILS
NOTE: SEE SHEET CO.1 FOR ADDITIONAL NOTES. CAROLINA BEACH SHEET NUMBER:
AooWL
o Of

TIMBER CAP COMPACTED BACKFiLL EXIST. BU - SEE C2.602 EXIST. BULKHEAD PILE
APPROX. EXIST. GRADE
T/ BULKHEAD _ _ _ _ _ _ _ _ _ _ _ ~EL. +7.5 MLW (+5.0 NAVD88) T/ EXIST. Z T/ EXIST. BULKHEAD W
EL. +8.Of MLW ~ o 0
El. +8.0 MLW INBOARD WALER _ EL +8.Ot
(+5.5 NAVD88) -SEE C2.603 j ~i Ii~II=III=III=111=III III=III=III=III ' ~~~~~~~r ~ (+S.St NA (+5.5t NAVD88) ~
I- I I- .I I - 1= 1=1 I 1=1 I I- I1- ~ % ~i~%~' TIPABER WALER I I -III- - =I ~ ~%~~%~~i~~i~~i~~i ~ EXIST.
I~ o T1E-BACK ANCHOR ROD 1"0 X ii,~/~~/~~ i -SEE C2.603 ~ ~ 1=III 1=I11~ I BULKHEAD EXIST. ~
I1= I =1I I ~ 24'-0" LONG (MIN.) - WALER BULKHEAD ° P.T. (2} 2X12 TIMBER CAP Z
ATTACH PILES TO I~ 0 1=III III=1 PROVIDE 1"~D H.D. GALV. STEEL RODS WALER w (BARK SIDE UP} TIMBERS
o INBOARD WALER W/ ~ o III IIIIIII~ W/ NUT & WASHER ~ 4'-0" O.C.
m RECESSED BOLTS ~ ~ ___O 4 W/ (2) ~8 X 93,' GALV. WOOD.: o > 2X6 TIMBER INSTALLED SCREWS @ 12 O.C. TO
w ~ - - o~~~ 11=III= OO
APPROX. MHW w g _ 'i ~l~_ ON SHEET WEB. W/ 4X6's @ 24" O.C. TO 2X6 " APPROX. MHW BLOCKING BENEATH - w ~
~ I I If-iii°-===_____-____~ c CONNECT ROD TO O O _ (1.26' NAVD88) i. FLOATING DOCK 4" ~ - I -I I' ~ _ (2} 1 /2 ~ BOLTS @ z a ~ M v
KERF .BOTTOMS OF CAP ~ ~ _ ~ s ~ a Q EVERY 2nd WEB ~ z ~
Z (BY OWNER) CLR. I ~ ADJACENT BULKHEAD a 0 III„ II_i= c? ~~v~v ov o i„ 'i;;~ WHERE BULKHEADS O
~i ~;~i ARE SEPARATED BY ~ ~J ~W~z~o~~o
o ~ j~ o I I II I I I ~ LESS THAN 24' O o==o I-c~ ~ I APPROX. FIN. GRADE = z ~ o
~ ~-J ~ ~ ~
o II III MECHANICAL ~ OO o x - II (I EARTH ANCHOR ~ v
~Q ~ I 11=I 11=1 I ITI I LEI I i~l I hi I
i I I 1=1 11=111=1 I i=111=1 i l= ~ ~ v
APPROX. MLW _ _ _ _ _ _ c~ I I I ~ ~ WHERE ROD NOT ~ O~O i i I I=1 11=1 11=1 11=1 11-1 11-1 M
(-2.48' NAVD88) ~ _ _ I~ FILTER FABRIC -PLACE ON BACK, CONNECTED TO OO BOT & TOP FACES OF STONE FILL & ADJACENT BULKHEAD o 0 ~
CUT 2"0 WEEP HOLES IN SHEET PILE WEB ~ PROVIDE 3' MIN. OF FABRIC TO ~ O o ~ 1' ABOVE MLW ~ 4'-0" O.G WITH 3~-~~~ PROTRUDE ABOVE GRADE FOR TEMP. ~J ~ ° 0~`r o ~0 00~
2X6 CONTIN. ON I °~oQ~o oho ~ O~ oQ ao flo
HOLE SAW ~ EROSION CONTROL UNTIL BACKFILLED; U INBOARD & OUTBOARD ~ 0 0 00 ° '1~~ I ° o oo~ o
~ ~ FACE OF SHEET PILE. S ~ 00 0- POROUS STONE FILL
INDIVIDUALLY ATTACH (2) LAYERS OF THEN FOLD OVER & FILL W/ TOPSOIL O O OC Q SECURE EA. TO SHEET
FILTER FABRIC (1 ~ 8"x8° & t ~ 12"x12") ~ PILE W 2 1 2"~ ~ o o° FRP SHEET PILE 0
BOAT RAMP TO INBOARD SHEET PILE CENTERED & ~ ~ ~ FRP COMPOSITE SHEET PILE BULKHEAD EXIST./REFURBISHED H.D. GALV. BOLTS @
EXIST. STONE REVETMENT 2'-0" O.C.
EL. VARIES ~ WEEP HOLE CENTERED & ~ WEEP HOLE i ~ WALL W/ 13'-0° MIN. EMBEDMENT NORTHSIDE BULKHEAD EXIST. ST SEE C2.4 & C5.5 CENTERED & ~ WEEP HOLE W/MARINE GLUE / ~ -SEE C2J
I
C2®6 TI L ®A
SCALE: 17/29,.-1,_0„
DREDGE DEPTH -6.0 MLW ~ ~
APPROX. DREDGE LINE

`--J C2.601 SECTION c
(1) 1/2~'~A BOLT, NUTS & WASHERS -3/4"~ BOLT BETWEEN ~ ~ ac°,
SCALE: ~/2"=1'-0" @ 2 -0 O.C. H.D. GALV. ANCHOR RODS z ~ ~ N Q._U I
U ~ ~
CAP - - ~AP - 2X8 INBOARD WALER CAP - ~ ~ ~
SEE C2.60 DRILL HOLES IN SHEETING SEE C2.602 SEE C2.602 ~ v ~ w o
o ~ ~ ~ z~rn
~l ~ o0 0 po ~ U ~ U ~
P.T. 8x8 TIMBER WALER (ROD DIA. + 1")
~~r ~ ail , o o oo iii ~ r ~ ~ ~ w ~
MINIMIZE EXPOSED ~i / „ ~ 00 ~ 0 0 _ u ~ ~i~ w W lY N
LENGTH OF ANCHOR ANCHOR BOLTS BEYOND I
ROD TO 3/4" PAS w i , j-' ~ ~ s ~ ~ 1 ~ r i- ~ l l ._I ~
NUT. COLD - GALV. / - ~ ' \ ~ ~ Q I I
EXPOSED RODS, ~ -j1 i NUTS. & f~s WHICH a, ~ Wu~' ' ~ ~ PROVIDE CONSTRUCTION W ~ .o w ~ c~ WALER -SEE C2.603 ~ ~ tr o w
LAG BOLTS AS REQ D z o J
HAVE BEEN ~ DAMAGED/MARRED ANCHOR ROD CONNECT WALER TO VINYL SHEET SEE C2.604 f9' o z o°t ~ ~ ~
POROUS STONE FILL
AFTER INSTALLATION -SEE C2.601 ~ I 3^ ' 3/8" x 7" X 9" T. & B. W/ (4) 5/8"~ BOLTS & PILE W/ (2) 5/$„~ BOLTS & 1 ~
WASHERS @ 3'-0" O.C. MAX. , VINYL SHEET PILE V)
(Q X 6" X 6" H.D. WASHERS UNDER HEAD &
SPLICE TIE ROD. -LOCATE IN ~ NOTE: WALER SPLICE SHALL NOT BE LOCATED OUTBOARD FLUTE OF
GALV. W/ H.D. GALV. 2X8 INBOARD WALER SPLICE NUTS - ALL H.D. GALV. TAPERED WASHER FRP SHEET PILE MORE THAN 1'-d" FROM NEAREST ADJACENT ROD. SHEET PILE .
NEAREST ~
ANCHOR
ROD z
C2.604 PLAN VIEW -
® o
C2.603 DETAIL - WALER WADER SPLICE CONNECTION PLATE X26605 PLAN ARTIAL CIE Q
SCALE: 1 ~/2"=1'-0" SCALE: 1 1 /2"=1'-0" .SCALE: 3~4„~1,_0,> U U
_
~ ~p
~ IZz
~ ~o= ~ U
~ ~~4
SPLICE
~ ® m
C2.605 ANCHOR ROD ~z~~~
U ~ U-I~Z
a`-~~~ TOP CAP EL: SEE PLAN ~ MAX.
0 0 0 0 0 0 0 0 0 0 ~ ®p~W~
a. JUzU
TIMBER WALER o 0 0 0 0 0 0 0 0 0
ih GENERAL NOTES sEa~
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED ~ wf
o ~ °o °0 0 °o ^ ' °o °o - C~ WALER BY ROBERT H. GOSLEE & ASSOCIATES, PA ~ ~ '
2. HYDROGRAPHIC SURVEY PERFORMED ®Y GAHAGAN ~C BRYANT ASSOCIATES PER~~~T DRA~NC.S
MHW 2.604 ANCHOR ROD LOCATIONS IN JUNE 2407 AND REPRESENT CONDI110NS AT THAT TIME. - ,,j
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 'v h~t~T ~Fr~
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88) C~~~d ~!~~I°Q
FRP SHEET PILE DATUM CONVERSIONS '
MEAN HfGH WATER
1.26 ff
NAVD 1988
~MLW - - - - - 0.94 ft DESIGNED BY: RAW- 2.48' ft NGVD 1929 DRawl~ eY: HWL/SKS
1.54 ft auaurY coN~ioG JRT
APPROX. DREDGE MEAN LOW WATER scare; NOTED
LINE ' ~ ii~i~ ~i~ - - -
5. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW) FILe Nur~®eR: 5818
FLAGGED LOCATIONS WERE AVERAGED. AND THE RESULTANT ELEVATION ~o~. n~_~~_na
may- - C2.606 ELEVATION - PARTIAL BULKHEAD VIEW DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION. BULKHEAD
vV THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW
ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE DETAILS
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL CAROLINA BEACH
TO NORMAL LOW WATER (NLW) DEPTHS. SHEET NUMBER:
SCALE: %e"=1'-0'
.6 OF

_ . _.r m _..~.y.
.....m. M r_ . ~ ....:.a _ _ ~ 4 ~ _ -w _u.~..
u...._.. ~ ~ - n ...A.,.. - . ,._r, _ _ m l . i ~ `y SURVEY NOTES:
r ,.,..~w. a y. SEE C2.702-,.~ . ~_~~-..~_~._--v~ ..y_._ _ _ _ EXIST. BULKF`{E~AD ..w...ww.. ,.v ~,_k...,_.~:-:= _ . _ _.w.~ ,._r__..~...._ - -
_ _....,w ~ _ -z U= K. w. .w o 1. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 FISHING PIER"`.~~ VERTCAL DATUM:. NORTH AMERICA VERTICAL DATUM 1988 (NAVD88) 'v . ' 1 5 ~
....H...- v... v. W_. EXISrt. STONE ° s{~.`~.~ ~ n - ~ _ --~~_.H _m._........ ~ - ' - ` 2., 1.0 WIDE`X 200 ~ ~.ON~(MEASURED ~ .
REVETMENT _ u,.u 0.c.t,D ~ o~~~ b~_..A I I I I ~ ~ \ r 1.1`... _ / \r - ~ - 4: 2. UPLAND SURVEY DATA, EXISTING STRUCTURE LOCATIONS, AND ~
M ..A>' ~ I I I I I I I I I I I I I I ( I I I I ~ ~ 1 i~ ` , . ~ I I I I I I I I , I t o L( i I I I I I I 1 I i I I I I i I i ~ ! ~ ° ` ELEVATIONS TAKEN FROM TOPOGRAPHICAL SURVEY BY . ~ 4 ~ ..,.,4 ~ ~ . ~ ROBERT H. GOSIEE & ASSOCIATES, PA, DATED 07/18/2007. z
t~"\ \ 4 a D; \ 3. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
~ APPROX. LOCATION OF ~ I C2.706 100 -0 + r i ~ ~ , , ~ ~a ~ e t - \ IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.
EXIST. ANCHOR CABLES r 1 ~ ~ ` - ~w: ` ~ ~,a:
C?. ~I` ''r A " O.C. TYP. ~Q6 ~ + , 8 0 ) ( ) AMA BUFFER _ - DATUM CONVERSIONS 1 ti .
/ / a ~ ~ ~ y ~ ' \ ~ _ MEAN HIGH WATER
~I ~ + ~ ~ r 4~,,, \ \ ~ E~15T STONE REVETMEN~ 1.26.. ft Z \ D
o ~ _ _ _ r ~ ate---' + ~ ~S ~ ~S: ~ ~ f \ DE~IST~ ~U~HEAb.,, D` ~ 0.94 ft NGVD 1929 ~
® ~ , / ~ ~ ; \ µ ~ _ ~ 1.54 ft
ol'~. ~ ~ + + ® O i / ~\_r~ . ~ ~ ~ ~ ` MEAN LOW WATER ~
i
f_ BULK E . D + + + + + ~ - + + + + + \ J'~ ; " ~ ~ ~ ~ \ \ 4. FOR THIS. SITE, THE. ELEVATIONS OF THE NORMAL NIGH WATERLINE (NHW) z w ~ o ~ x ~o
' ,'EXTENSION + + ~ + + + \ . a o \ ~ ~ ~ t. FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION ~ z ~ ~ a ~ + + + + + + \ V rl j ~ p~ ~ + + ~ ~ ~ ~ ~ DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER {MHW) ELEVATION. ~ ~ ~ ~ a~
+ + + + + + + + ~ e. / ; . THEREFORE, FOR THIS SITE, THE NHW.. ELEVATION .EQUALS THE MHW g w ~ ~ ~
+ + + r+ + ~ + ~ / / ~ \ ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE ~ ~ ~ N tv s
E + + + r ~ 'AEC LIN - . _ . ~ ~ + + + + + ~ =Z ~ OI~P+•~w + + + + + + + + + + + ~ ` / AT THIS LOCATION, MEAN .LOW WATER {MLW) DEPTHS ARE ALSO EQUAL O - ~ ~ ~
ism + + + + + * + + + ` / / TO NORMAL LOW WATER (NLW} DEPTHS. ~ J n s M M ~ + + ,u L ` + + ~ ~ . ~ f6 O
+ + + + + + + + + \ . ~ ~ I1 _ 611 Z 0. d~ C1
+ + + + + + + ~ / / ~~4ir ° V O ~
+ + + + +
_ GRAPHIC S s GRAPHIC SCALE: 20"=1'-0" NOTE: SEE SITE PLAN,
SCALE: 1n = 20'-0" SHT. C2.1 FOR LEGEND
20 20 D 20
NEW 5/8" DIA. ST. STL: BOLT W. PADEYEO •
PULL EXIST. TIMBER PILE BACK INTO / l
ALIGNMENT (APPROX. 10n SOUTH) EXIST. 8x8 SQR. TIMBER PILES • NEW 5/8° DIA. 316 ST. STL. CABLE & THIMBLE-EYE W/ (3) .
- SEE C2.706 & C2.707 FOR ST. STL. ROPE CLIPS - L
CABLE REPAIRS INSTALL (2} NEW P.T. 4x6 TIMBER
WALERS X T-0" LONG UNDER EXIST. .LAP NEW CABLE
TOP WALER & ABOVE EXIST. EXIST. WALERS BOTTOM WALER (TO REMAIN) I W/ EXIST. USING. ,Q~ (6) ST. STL. ROPE
C2.704 EXIST. CAP ' O~ERLAA CLIPS
- (TO REMAIN) - 107-DII e ~'`Ob
I 2'-0" 2'-0" 2'-0" u 6'_0" I6 J
~5~_5n 7„ ~ 0~~'~AP EXIST.5/8"
C2.705 - - -
C2.708 . ~ . ~ . _ _ • • CABLE ~ NEW GUARD RAIL . s .
EXIST. CAP NOT 9~ ~ ®1 uF, CABLE REPLACEMENT/REPAIR ,____________~i®,______
SHOWN FOR CLARITY NEW COMPOSITE UMBER DECK I NEW GUAR
INSTALL 2 NEW / EXIST. SHEET PILE C2.707 DETAIL D RAIL W/ (2) #8 x 1 1 /2" ST. STL. ~ POST ~
P•T. 4x6 TIMBER (TO REMAIN) WALERS X T-0" 20'-0° _ ~ WOOD SCREWS TO STRINGERS SCALE: 1 /2" = 1'-0" ~ _ p o
LONG UNDER NEW = ~ EXIST. BULKHEAD CAP ~ ~ Z ~ ~
TOP WALER & NEW 5/8" DIA. BOLT W/ PADEYE NEW UMBER ~ EL: +5.5 t RAILS U •V I
GUARD RAIL ABOVE NEW NEW BULKHEAD CAP EXIST.. CABLE & ANCHOR NEW DECKING ~ ~
BOTTOM WALER (2) 2x12 (2) NEW P.T. 4x6 TIMBER WALERS = -REPLACE ALL PADEYES & ~ = NEW GIRDER ~ ~ ~ ~
PARTIAL CABLES -SEE C2.703 = NEW INTERMEDIATE ~ Q U ~ ~ o ~
NEW 5 8" DIA. .R / 316 ST.STL. CABLE ATTACHED TO APPROX. ~ STEPS ~ ~ Z N m
FIN. GRADE ~ MECHANICAL ANCHOR (ALUM.) - 1 TON CAPACITY EXIST. - r _ - GRADE ~ ~ ®i® ~ \ APPROX. EXIST. EXIST. TIMBER- ~ ~
REMOVE BACKFILL EL. +5 -0 - + ~ ~-i ~ I=1 11= I=1 I I ~I + ~ + + i _ - X I I I i I I III i~ ®s ~ GRADE BULKHEAD CAP. w U ~ U I ~
TO RELIEVE PRESSURE Q ~ ~ .EXIST. WALERS ~ `-'i - - ~ c=-==~ NEW JOIST ~ ~ ~ L,J ~
& ALLOW WALL TO ~ FIN. GRADE EL. +5 -0 , _ SHEET PILE PULL BACK C.~ o
(TO REMAIN) o o~ z I N ~ ' I I i i ~ ~ ~_i ~ ~ I I 1=1 I I-=1 -I 11=1 I I=_~ i ~ i _i ~ - ~ ~ ~ ~ ~ ~ ~ TE Tel i I ~ ~ ,I NEW HELICAL PILE j L~ W ~ N ~
'd' ' NEW P.T. 2x10 JOISTS ®16» O.C: ~ 4 ~0~.'°~~, ~ ~ ~ ~ SUPPORT SYSTEM w ~ i
o C`j EXIST. BULKHEAD WALER I I ~ p R BETWEEN STRINGERS - EXIST. UMBER ~ ~ p ~ 4- U ~
I ~ " EXIST. CAP NOT ~ ° ATTACH W/ HANGER BY SIMPSON BULKHEAD WALL ~ ~ O J Z D STRONG-TIE OR APPROVED ~ i ~ ~ ~ 4 = ~
II w ~ ~ SHOWN FOR CLARITY ~ EXIST. BULKHEAD BOLT a EQUIV. ~ EA. STRINGER ~ , ~ O w ~ C7 r
IST. CAP ~ ' ~ ¢ ~ EX ~ i ~ APPROX. MHW ~ ° REMOVE EXIST. EXIST. BULKHEAD ' ~ w ~ • ° rn CABLE 4'-0" NEW P.T. 4x12 GIRDERS WALER i ~ Z ~ O J
TO REMAIN ( ) (1.26 NAVD88) DD FROM PADEYE ®6' O.C. (ADJ. SPACING ~ , ~ p ~ ~
C~ o ~ C~ TO MISS BULKHEAD PILES) ; ;o ~ ! ~ i O Z 0 Q ~ ~
NEW 4n~ APPROX. MHW 3/ H D. GALV. BOLT EXIST. BULKHEAD CAP - - ; - - - - - O
W NUT & OGEE WASHERS FILTER FABRIC ~ = 1.26 NAVD88 / C~ EL. +5.5 t { ) ~D1 EXIST. BULKHEAD ~
0 NEW 4x6 P.T. TIMBER WALER EXIST. TIMBER WALERS C~ PILE ~
EXIST. BULKHEAD WALL O n oD
o NEW P.T. 8x8 TIMBER P?LE ° FIL T NEW 5/8 DIA. 316 ST. STL. CABLE I TI:R S ONE n n ° C2.70~ SECTION FISHING PIER
EXIST. STONE REVETMENT ATTACHED TO EXIST. CABLE EXIST. BULKHEAD PILE ~ SCALE: 1/2" = 1'-0"
APPROX. EXIST. GRADE APPROX. MLW FIN. GRADE EL. +5 -0
-2.48' NAVD88 _ 1=i I ~ - _ _ - - 0 - C3
NEW 5 8" DIA. BOLT ~-III-i ~ III- I - / I
W/ PADEYE `Jt I n I APPROX. MLW \ ~ J ~ EXIST. FILTER STONE. ~
NEW 4x6 P.T.. TIMBER WALER I, , (2.48 NAVD88} D {ASSUMED - FiELO VERIFY) ~ Q
iK-yi l NEW 3/4 ~ H.D. GALV. BOLT ~~~C ~J O ~ U
W NUT & OGEE WASHERS ~C~~i n / r,p NEW 5 8 DIA. 16
o ~ ~ / 3 v i I ST. STL. CABLE - 1 I D ~
w ~ ~ ~ ATTACHED TO EXIST. CAB ~ ~~o
w° ~ ~ ~ ~ I LE m _ ~ ~ , -SEE C2.706 & C2.707 ____J o g ~ I ~
APPROX MHW C p o I w ~
Q ~ = 1.26 NAVD88 ~C EXIST. STONE REVETMENT ( ) T EXIST. FILTER FABRIC H E~~ C A L P ~ E R S ~ ~ W w _ {ASSUMED -FIELD VERIFY) 1. PILES SHALL BE .INSTALLED BY AN AUTHORIZED INSTALLING ~ > m
_ ~ z ~~`~~I I APPROX. EXIST. MUDLINE a Y ~ NEW P.T. 2x8 T&G SHEET ~ EXIST. WALER & BOLT EXIST. FILTER STONE o ~ Y Cp
i o PILES ~ m Q EXIST. 8x8 TIMBER PiLE r 7C~' REMOVE BACKFILL CONTRACTOR WHO HAS SATISFIED THE CERTIFICATION REQUIREMENTS ~ Z Z Z
°D EXIST. TIMBER SHE T I` J~ 71>~ EXIST. FILTER FABRIC PER C2.702 ~ E PILES I RELATING TO THE TECHNICAL ASPECTS OF THE PRODUCT AND THE U O J Q Z
ASCRIBED INSTALLAl10N TECHNIQUES OF THE MANUFACTURER.. ~ ~ PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED. O ~ ~ U ~ ~
z 3 ~ w
C2.703 Z 2. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES IN EFFECT AT ~ ~ O U Z U
n - r n a SCALE: 1/2 - 1-0 THE TIME OF INSTALLAl10N. '
w EXIST. BULKHEAD CAP HELICAL ANCHORS 3. THE HELICAL LEAD SECTIONS. AND. EXTENSION SECTIONS SHALL BE
EL. +5.5't INSTALL ANCHOfi STALL ANCHORS SO AS TO SUPPORTING STRINGER ® SOLID STEEL, ROUND CORNERED SQUARE SHAFT, OR .SOLID ROUND
EXIST. TIMBER WALER MISS EXISTING ANCHOR TING ANCHOR CABLES. 6' O.C. MIN. REQ'D WORKING STEEL SHAFT, CONFIGURED. WITH ONE OR .MORE HELICAL. BEARING
NEW 5 8" DIA. 316 ST. STL. / CABLE -ATTACHED TO EXIST. CABLE COMPRESSION LOAD: 6 KIPS, PLATES WELDED TO THE SHAFT..
0 n n -SEE C2.706 & C2.707 MIN. ULTIMATE LOAD W/ 4. PILES & COMPONENTS SHALL BE PROTECTED BY .HOT-DIPPED PERK' ,DR~NGS
SCALE: 1 /2 = 1 -0 , FIN. GRADE EL. +5 -0 FS = 30: 18 KIPS GALVANIZATION IN ACCORDANCE NnTH ASTM A153 & A123 OR BY `V
_Iu= - i 1=111=1 11=1 11=1 11=1( CORROSION RESISTANT POWDER COATING (POLYETHYLENE ,Eri l 6 S E C TI O N ~ FISHING P I E f~ COPOLYMER THERMOPLASTIC): '-i~ FAR ~ f ~
„ III i~~ I .NEW 5/8 DIA. n - J7~--~k'i SCALE: 1 f 2n = 1'-pn = 1,_O~~ 5. INSTALLATION UNITS SHALL CONSIST OF A ROTARY. TYPE TORQUE CQ6~e~~~'~'9~~`~~p;ON
BOLT W PADEYE NEW 5/8 DIA. NEW 5/8 DIA. BOLT C r / POWERED MOTOR WITH FORWARD AND REVERSE CAPABILITIES. ° ,
.FOR CABLE NEW P.T. 4xfi 3i6 SL STL. CABLE W/ PADEYE ~ 6. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE
ATTACHMENT UMBER .WALER ATTACHED TO ALUM. ~Cy I NEW 4x6 P.T. MECHANICAL ANCHOR NEW 4x6 P.T. TIMBER WALER IL.,~'-fly TIMBER WALERS TYP. 3 PLACES C MINIMUM TORQUE VALUE AS REQUIRED TO PRQVIDE THE REQUIRED
( ) (T1(P. 3 PLACES) C~ (BEYOND) COMPRESSION LOAD CAPACITIES AS INDICATED.
NEW P.T. 8X8 SQR. n 7. INSTALLATION UNITS SHALL BE CAPABLE OF POSITIONING THE oES~c~EO BY: JRT HELICAL PILE IN A VERTICAL POSITION.
TIMBER PILE X 10' NEW 3/4 ~ H.D. GALV. BOLT ,;~11 DRANAd BY: HWL
MIN. EMBED. W/ NUT & OGEE WASHERS ~ --;'--r----"------'----------- TYP. 3 PLACES ~ ~ ~ ( ) C 8. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE Quaun ca~rao~: JRT INSTALLATION PROCESS & RECORDED.
~ APPROX. MHW I C~ 9. PILE SELECTION 1MLL CONSIDER DESIGN LOAD PLUS SAFETY FACTOR, sca6~: NOTED
(1.26' NAVD88)- _ ~ ~iC~ ° SOIL PARAMETERS AND THE INSTALLA110N TORQUE VS. CAPACITY Fl~ Nu6~eES: 5818
~ ~I I rn~ r a wnu . n nrn ..-...........a. .
EXIST. WALER & BOLT-~ \-EXIST. FILTER STONE r-WUAIIUN AJ rtK INt MANUVAUIUKLK 5 KLUUMMLNUATIUN5. DATE: 01-21-09
COQ EXIST. 8x8 TIMBER PILE REMOVE BACKFILL MINIMUM HELICAL PILE CAPACITY. SEE PLANS.
WEST END EXIST. TIMBER SHEET PILES C? EXIST. FILTER FABRIC PER C2.702 10. DESIGN OF HELICAL SCREW PILES SHALL BE PERFORMED BY THE PUBLIC FISHING PIER &
MANUFACTURER'S LICENSED PROFESSIONAL ENGINEER, WHO IS BULKHEAD REPAIR DETALS REGISTERED IN THE STATE OF NORTH CAROLINA. CAROLINA BEACH
11. PROVIDE ENGINEER/OWNER WITH INSTALLATION LOGS. SHEEP NUMBER.
C2.702 PARTIAL PLAN BULKHEAD C2.705 SECTION BULKHEAD
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-O" Co" " .7
OF

w - n' w ,
y t. „A 1 + + + 3 w y y y y y _ + + ~C y y ~ y y ~ y ~4 - , ,
+ + + + + ~ + + + + + + y s4 W ~ ~ ~ ° N 113712
~ J` ` t x, ~ + + + + + + + + + + + + + ~ ~F ~ E 233590. _ , DREDGE NOTES ~ ~TER~PY eU
+ + + + + + + + + + J. ~ w GEN EF GENERAL caA~TP~ ~ ~
+ + ~ + + + + + + + y y y ~ 2.803 ~ /f DREDGE AREA TO ~'b + + + + + + + + + + + + + + + + + ~ + + + + + + + + + .v J- y y ~ J ~ 1,3 ~ e,~,s- ry -6.0 MLW P
~ 1. TOPC ~ .AFC + + + + + + + + + + + + + + + + + + + + + + + W y y y y J- ~ 9Q (-8 5 NAVD88).. - - 1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED I~~R ~ SITE Z o
LINE + + + + + + + ~ + + + + + + + ~ ~ # u BY R + ki BY ROBERT H. GOSLEE & AS5OCIATES, PA o
+ f~('' 2. HYDR 2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME. ~p ~
. t ~r...- 3. HORi~ 3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
; _ i 3 F s ~ i' ~ 3, 7. ~ N
i. ~ ~ ~ { . ~ t~ F s ; 4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD$8j ~e sp~NCeR-FAR~ow °R~~e ~ Z

l ~ ' n r , , rF r , E: ~ r - _ r , ~ ; DATUM CONVERSIONS v~ ~
. ~ o ~ f~ pP. , : ~1.,~ , . ~ ~ F,. . a ~ . , a . ~ . ~ . : , r .i f 1 r , : F ~ , - MEAN HIGH WATER ~ o t .26 ft ~P
P~ V. +1.02' ML i` . ~ f . ~o
l~ M~ ` : ~ ~ ~ ~ ; _ (-1.48 NAVD8 r , os4 ftNAw ~s8s VICINITY MAP w ~ o ~ o
t ~ ~ i I : 1~ i ~ z s _ . , . i - ~ ~ , 2.4e ft NcvD tis2s SCALE: N.T.S. ~ ~ ~ M
i _ ~ r • 2.80 /y: ~ f' r` 1.54 ft Qw ~cr~ ~ _
t' / ~ ~ w I it r MEAN LOW WATER ~ ` N N ~ ~
~ : 8 r ~ ~ } . r x ~ , ~ t A 5. U.N.C -a ~ fr Q~>VNI° ~ 5. U.N.O. ALL ELEVATIONS SHOWN ARE NAVD88. Q z ~
ELEV. +7.5 •MLW. 3 r f r , 6. SEE SHEET C0.1 FOR ADDITIONAL NOTES. ~ ~ ~ ry N = =z ~ ohr-~
+5.0 NA 8 t..-~ 6. SEE , .:r 7 ,h 7 CONT 7. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK. v = ~ M C~
r ~ f~ P, r ev ~ r., , ~n= • . ~ ~ ~ ~ f s ~c~n cf°, v
, - ~ 8 DRED Z ~ 8. DREDGE CONTRACTOR SHALL VISIT THE SITE TO SATISFY HIMSELF OF ALL EXISTING CONDITIONS. w ~ a ~ ~
µ ~ r: ~ , f 9. DREG Iw ~ r 9. DREDGING WILL BE BY MECHANICAL MEANS. ~ c~a
~ ~ EXIST. 10. APPR u, I MEAN LOW _ 10. APPROXIMATELY 1,800 CY OF MATERIAL IS ESTIMATED TO BE EXCAVATED BY DREDGING ~ r~i
r ~ F CONT r F . n I I . f t f CONTRACTOR AND PLACED IN AN APPROVED OFF-SITE DISPOSAL AREA.
. , ~ . t 2 . rs-' 11. BOTT DRAM 11. BOTTOM OF DREDGE AREA SHALL BE CUT TO ELEVATION -6 MLW AT WIDTHS SHOWN ON
_ ~ ~ , ~ r ~ ~ ~ PREY _ - DRAIMNGS (BOX CUT METHOD). ALIGNMENTS SHOULD BE FIELD ADJUSTED AS REQUIRED TO PREVENT THE DISTURBANCE OF ANY MARSH GRASSES, EXCEPT AS NOTED OTHERWISE.
{ , _ r , ~ : 12. CONTRACTOR SHALL TAKE CARE OF DREDGING SO AS NOT TO OVERCUT IN DEPTH OR WIDTH.
. , t ~ ST ~ ~ i~ ~ k' ~ ~ ~ ~ ~ ~ w.. _ _ EXI ~ n+ r ~ r. ~ I , _ - ~ ~s _ ' ~ MEAN H~ 13. CONT
~ ~ 3..a. ~ WATER ' 13. CONTRACTOR SHALL FIELD VERIFY ALL DREDGING TO BE A MINIMUM OF 10 FEET FROM EXISTING WATERWARD EDGE OF ALL COASTAL WETLANDS, EXCEPT AS NOTED OTHERWISE. ANY POSSIBLE
_y INTRUSION SHALL BE BROUGHT TO THE ENGINEERS ATTENTION.
; _ ~ N 1132 6 ~ ~ ~~~r ',u` °`Z'')~ARSH ENHk~CEMENT 14. FOR 14. FOR THIS SITE, THE ELEVATI0NS OF THE NORMAL HIGH WATERLINE (NHW) FLAGGED LOCATIONS WERE
/ ~ : i ' ~ x.803 33 - ~ SWALE ~ ~ ~ SO.fi' ~ AREA~z BY OW~i ER AVER AVERAGED, AND THE RESULTANT ELEVATION DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER
r': ~ }`~'Iy/rW R.O.W. (MHN (MHW) ELEVATION. THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW ELEVATION h°
+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE AT THIS LOCATION, MEAN LOW WATER
+ ~ ~ ~ MLW MLW) DEPTHS ARE ALSO EQUAL TO NORMAL LOW WATER (NLW) DEPTHS.
~
» NOTE: SEE SITE PLAN,
GRAPHIC SCALE: 1 -20 0 - SHT. C2.1 FOR LEGEND
SCALE: 1" = 20'-0" 20 0 20
TOTAL EXCAVATED COASTAL WETLAND = 667 SF .015 ACREAS) (
TOTAL DISTURBED COASTAL WETLAND = 924 SF (.021 ACREAS)
C
O_ O
~ ~ ~ M
e( .U N ~ ~L
a ~ o cn ~ I
EXIST. GRADE Q U wow
10 ~ - _ _ _ _ -x-10 N rn I ~ ~ i ~ ~ ~
. _ _ _ . ~ _ .
_ _ _ _ _ 5 _ _ _ _ _ _ 5 ~
_ _ . , i _ _ - _ _ _ _ _ _ . ; ~ w ~ ~ w
. - - _ . _ I.. - - - - _ _ _ ~ __.p _ : ~ _ _ ; _ - ~ . _ APPR®X, MWW. 1.26° NAVD88 ~ ~
0 - . _ _ W ~ C ~Nr-
, _ _ v - - - - - - I _ _ _ _ _ _ _ _ _ ; p _ . - : : _ .APPROX. MLW (-2.46° NAVD88} p W ~ W 1 _ _ _ - ~ _ _ _ - - - ~ ~ Z ~ _
f _ - _ _ _ _ _ _ _ _ . _ . v- 0 ~ _ 5 _ _ _ _
5 _ _ ~ i . _ . _ _ ~ _ _ _ - _ _ , ~ - ~ . - 1 ~ _ " J - - I Z3 ~ mod= I
i~ _ _ _ : . ,Y ~ ~ o w ~ w
~ , -10 ~ _ _ _ . _ _ _ _ _ 10 ~ ~ ~p rn I N
_ . _ . .MUDLINE VARIES : - C . ~ U ~ ~ ~ ~ . . DREDGE CUT: LINE : ; . ~ . _ _ _ O Z ~ Q L1C ~
. _ ~ _ . _ _ . _ _ _ . . I _ _ _ _ . _ _ _ _ _ _ _ _ - . _ _ -1- -15
-15 - ~ i ;
- -0+15 0+00 0+50 1+00 0+50 1+50 REDGE AREA 2+00 ~ ~
~
t69 o.A
SCALE: 1" = 10'-0"
d
z
DISP®SAL AREA NOTES
1. THE CONTRACTOR SHALL VISIT THE. SITE TO FAMILIARIZE THEMSELVES WITH ~ ~ U
FIELD CONSTRUCTION CONDITIONS. CONTRACTOR SHALL PROVIDE ALL ~ y® _
LAYOUT REQUIRED TO CONSTRUCT THE WORK. ~
2. COMPACTION: COMPACT AS NECESSARY TO PROVIDE A STABLE DISPOSAL ~ ~ AREA CROS5-SECTION. FILLING & DOZER. -TRACKING IN 8" TO 12° ~ ~ ~ ~ O
LAYERS IS NORMALLY ADEQUATE. USE COMPACTOR q TESTING U
PROCEDURES IF NECESSARY FOR A STABLE CONDI110N. V ~ O =
3. DIMENSIONS FOR DISPOSAL AREA ARE FOR REFERENCE .ONLY. ~ VJ U
CONTRACTOR SHALL PROVIDE WIDTHS AND HEIGHTS AS NECESSARY TO ~ W w
SUIT THE RATE OF THE DREDGING OPERATION. ~ Q }O en
4. SITE WORK CONSTRUCTION SEQUENCE FOR DISPOSAL AREA: e Z Z z Q
A. fNSTALL TEMPORARY SILT FENCE AS SHOWN. U ~ p J ~ Z
15' 11' B. CONDUCT PRE-DREDGE MEETING WITH ENGINEER AND THE ~ ~ ~ ~ N.C. DIVISION OF COASTAL MANAGEMENT. ~
DISTURBED EXCAVATED COASTAL COASTAL C. UNLOAD DREDGED MATERIAL TO DISPOSAL AREA. ~ ~ ®p d W
WETLAND WETLAND D. STABILIZE ALL EXPOSED SLOPES WITH SEEDING /FERTILIZER. 0- ~ ~ ~ ~
I E. REMOVE SILT FENCE AFTER COMPLETION OF ALL EARTH WORK.
10 5. CONTRACTOR SHALL PROVIDE .GROUND COVER ON EXPOSED SLOPES WITHIN sEnl.
I _ . I 21 CALENDAR DAYS FOLLOWING COMPLE110N OF ANY PHASE OF GRADING.
I 8' ~y 6. CONTRACTOR SHALL PROVIDE PERMANENT GROUND COVER FOR. ALL ~ ~
5 . . _ - - - _ - I _ _ _ . _ _ _ DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS p~Rl~~' DR~I~~'IN~.S
_ I _ _ _p _ _ _ _ ~ APPROX. MHW 1.26' NAVD88 p -I - _ (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
0 _ _ _ _ I p . : _ . _ ~ ~ . _ . ~ I APPROX. MLW (-2.48' NAVD88) p ACTIVITIES. -
_ - - - -I~ - - - - 7. SEE SHEET C2.0 FOR TEMPORARY DISPOSAL AREA LOCATION AND. LINEAR Nf~T FC~~ DIMENSIONS. ~
I - ti, ~ CQ~ST~1~,~~~~N
-5 I
_ _
-10 _ _ . _ _ _ - _ _ _ _ _ _
_ . _ _ _ I _ FINISH..GRAO~IAF'tER.SIDE 5LOUGHING y _ _ . _ _ I . _ _ _ _ _ TEMPORARY DISPOSAL AREA
_ _ _ _ _ . _ i DESIGNED BY: RAW DREDGE MATERIAL DRAWN eY: HWL
-15 EXIST. MUDLINE 0+50 1+00 .
0+00 ~QE . DREDGE CUT LINE 5~ • , ' ALIT( . . ;
TO EL. -6 MLW (-8.5 NAVD88) scaLE: NOTED
e~P 91't DREDGE EXTENTS MAX.. WIDTH 2 ~ ~ . ( ) ~ ~ ~ pE FlLENUMBER: 5818.
nq nn nn
I I um r.: ui-n-vy
I l~l I I~I I-1 n-! I-III-1 I
PROVIDE SILT FENCE ALONG TOE OF SLOPE n'/'/K//7 77777777 DREDGE ILT FENCE APPROX. EXIST. GRADE PLAN AND DETAILS OF SLOPE CAROLINA BEACH
(1YP.)
NOTE: SHEET NUMBER: C2.804 DETAIL - TEMPORARY DISPOSAL AREA DISPOSAL AREA TO BE LOCATED
C2.0`03 CROSS SECTIU\4 DREDGE AREA. ON EXISTING GRAVEL PARKING AREA. SCALE: N.T.S. C2.8 OF
SCALE: 1" = 10'-0" S'

CONSTRUCTION SEQUENCE:.
FI lT ER T
1N?T F STEEL POST H Ag N ST RIG. TH R Fqg 1. REQUEST PRE-CONSTRUCTION CONFERENCE WITH NCDENR EROSION INSPECTOR.
? . oT RF • I WIRE FENCE S ~ NG ~T ~ORF~~T pp~Y 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND. PERIMETER .SILT. FENCE.
~R TH o E RE TNH pF SHY 3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER Z ~
MEDIA EXXON 5 TN FLTER A~ p qN 1~pEp~gENF pR DEVICES, SEDIMENT TRAPS, AND SWALES.
GTF 10~ OR F ~0 APPROVED EQUAL ATS AT 2 ~ N, P 4. COMMENCE GRADING OPERATIONS FOR PARKING, TRAPS AND SWALES W
~E R1i qs .RfiCq ~ NE ggRR~• &YPRpPY 5. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. ~
MIN. 12-1/2 GA. Cq NF ~ cl
INTERMEDIATE ~ ~ NO 'MRES o F ~ ~ NpRSSgNy gR' pER ~ ~NF 6. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC:) ONCE PERMANENT
z ~ m 3 QE ZpNT TO NC TE VEGETATIVE COVER IS ESTABLISHED. z
N M DLO pq / W Z `4 ~ ~ggINT~N pp~' GRADING NQTES:
~ ~ ~ R~ 9p fill.
G 1. INITIATE CONSTRUCTION SEQUENCE .BEFORE BEGINNING CLEARING AND GRADING OPERATIONS. ® E
~
N97~ - ~ " I I & COMPACT w 5 -0 STEEL POST " BACKFIU. _ 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION ~ ~ ~ v
8 8" TRENCH AFTER Q BEYOND GRADING LIMITS. z ~ ~ ~ ~ e
-~-1. MIN. PLACING FABRIC NONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES > 2 .I 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE ~ z N ~ ~
4Z >VNI~ C FROM SITE. ~ w Q z ~ ~
- F-SF- 1. STONE SHALL BE ~4 WASHED STONE (6 THICK) w GATED ON PLAN AS - SF S ) INDI CKING OR ° ° 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. ~ _ ~ ~ a a~ a~ or`h.~
2.) THE ENTRANCE SHALL BE MAfNTAINED TO PREVENT TRA i o-~ 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER g M M
' » LL FLOWING OF SEDIMENT ONTO PUBUC RIGHTS-OF-WAY. THIS MAY io 1. WIRE FENCE SHALL BE A MIN. OF 32 IN WIDTH. AND SHA Wlrf{ ADDITIONAL STONE AND REPAIR ) » REQUIRE PERIODIC TOP DRESSING THAN 3:1 SLOPES. w ~ a~i ~ ~ ~
HAVE A MIN. OF SIX UNE WIRES WITH 12 STAY SPACING. EASURES USED TO TRAP SEDIMENT. . AND/OR CLEANOUT OF ANY M
2. FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB SHALL BE CLEANED TO REMOVE SEDIMENT ) 3.) WHEN NECESSARY WHEELS 6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. ~ ~ ®
NSILE ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) RIGHT-OF-WAY. WASHING SHALL BE ~ ( PRIOR TO ENTRANCE ONTO PUBUC \ 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY. IN RELATION TO THE PROPOSED ~ ~ ~
AND 70 ON COE E.O.S. TESL ABUZED WITH CRUSHED STONE WHICH DRAINS DONE ON AN AREA ST GRADES TO ENSURE DRAINAGE. IN THE DIRECTIONS INDICATED ON THE PLAN.•
3. STEEL POST SHALL BE 5 -4 IN HEIGHT AND BE OF THE INTO AN APPROVED SEDIMENT CONTROLUNG STRUCTURE. USE SANG ) REVENT EROSION CONTROL:
SELF-FASTENER TYPE. BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO P 1. ANY GRADING BEYOND THE .DENUDED LIMITS .SHOWN ON THE PLAN IS A
SILT FENCE SHALL BE NO WIDER THAN SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, 4R WATER-COURSE. 4.) STEEL POSTS FOR VIOLATION AND IS SUBJECT TO A FINE.
8' ppp~ q~ WfM WIRE BACKING. 4. AU. SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO )
DATE AS NECESSARY TO CONTROL PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 5.) CONTRACTOR TO FlELD 2. STABILIZATION iS THE BEST FORM OF EROSION. CONTROL. TEMPORARY SEEDING ~
SURFACE EROSION. EVE IG T hT NEI IS NECESSARY TO ACHIEVE. EROSION CONTROL ON LARGE DENUDED AREAS. AND fp ~ TEp ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
0 Ep o~~ s Ci,p gpll, SEQUENCE SHOWN ON THE PLAN. ALL GRADING: SLOPES MUST BE SEEDED AND
~o oT SCALE: N.T.S. Fq FAgR qS MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT; ~
SCALE: N.T.S. BF ~ VE Ea~p AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
~ICgI 3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD. INSPECTOR, ENGINEER, AND OWNER.
' 0.625» 1 -6
CURB GRAD PVMT. " 4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 15
00 8 CALENDAR DAYS OR 15 WORKING DAYS IN FLAT .AREAS, ALL DISTURBED AREAS
t:: N ~ (TURBIDITY BARRIER MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
8° BRICK WAILS SCALE: N.T.S. GRANTED BY THE EROSION CONTROL INSPECTOR.
3 4» CEMENT PLASTER w / ~ w OPTIONAL TURBIDITY BARRIER: TYPE 2 HEAVY DUTY FLOAT DUTY FLOATING TURBIDITY BARRIER 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
~ ~ ~ CAT. N0. FTB 225052 BY 225052 BY ACF ENVIR. STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
Q> STANQARD METAL POSTS > BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
2 -0 IN GROUND WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES. AS DESIGNED.
our 6. SEDIMENT WILL BE REMOVED. FROM BEHIND THE SEDIMENT FENCE WHEN IT ~ ~ o ~
HARDWARE WIRE GALUANIZED i~ s: , ~ BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL ~ .N to N
EXTENDS TO TOP OF BOX - PA~MEPIT SECTIOR BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER: Q ,U~ ~ ~
SECTION "A-A" SECTION »B-$" PA_ _wEMENT SECTION 57 WASHED STONE"PLACED NOTE: 7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND J ~
0 A HEIGHT OF 12 -18 MIN.. MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN ~ =I I I.I I i~l I ( ~ o to w ~
" IDE CONCRETE COPING ~ III' pROp4 ABOVE TOP OF BOX 1. 4 DEEP X 8 W III II _ SFD _ "MIN. ALL AROUND BASIN CASTING. » " =111=III=III GRAD 5 10 CRETE TO BE CLASS A F I ~-I I ~=1 I(-_ _ A VIGOROUS, DENSE VEGETATVE COVER. -III-iT~Ill iilll-, 8, CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS a U v~ ~ ~ a'
" 2. ALL CON ,I I1=1 ~I I1=1I1= -~~00°0 ~ 5 -4 3, .FOR CASTING DETAIL SEE SO 14-03
o a " o o ° oea 00 - PUMT. 6" ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE ~ ~
- ° °~ag CURB & GUTTER PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN. 6" DEPTH. w ~ ~ I ~
0 o :0 ~ ~~Oog z 0 0 •c U ~ SEEDBED PREPARATION: w ~
r~p ° "0 0° 00 0°p~ Q o - x , Z I I DROP
f d a C CASTING Ate` " g STORMWATER I I INLET 1. LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS,. AND VEGETATION) AS w ~ ~ ~ NR ~ i i STORMWATER plpE NECESSARY FOR SEEDING TO ACCUMULATE.: > ~ W w N ~
0 od `0 0. 0° o e o A ~ x PIPE i I i i w ~Uu~
0~ b o0 ~ p b ~O ~ ^1 I , , 0 ~ o 000 nOoo~ Qo~ 0 O 2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY ~ ~ o J Z
ao0o 000 Oooo° O008o 0000°0 ~ ~ 00 0~ o LANDSCAPE DESIGNER. ~ ~
° 0®0®00 oB p° p0 0000 F RTILiZER INTO SOIL UNTIL WELL MIXED. c ~ ~ _ 3. TILL LIME AND E ~ = o w
0ooe0flooao~ o 0 0° 0 0 0 0 0000000 ® _ a>oooooso0•a~0~0o000 ~ooooo0 0~~00 4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION. ~ ~ ~ o'i.,,.~ ~ N .J
~B
LAN D RESSED DEP PLAN LANDSCAPE. ISLAND 5. REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION ~ U ~ ~ 4 = .D ozo Q~~~ ACTIVITY.
NOT TO SCALE
BASIN CATC H SEEDING SPECIFICATIONS: ~ ® ~
NOT TO SCALE LIME: APPLY 100 POUNDS PER 1.,000 SQUARE FEET ~
SCALE: N.T.S. 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. Q)
TOP OF POND BANK 50 LBS. WINTER RYE (GRAIN)
g' APPROX. EL. +5.5 80 LBS. FESCUE. ® ~
MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS. ~
~ o OUTLET WEIR OUTLET WEIR INV. +4.75' - - - 80 LBS. FESCUE
- ° MULCH: APPLY 1-1 2 TONS/ACRE .WHEAT STRAW (OR APPROVED EQUAL) U? .75 ~ =I i ON ALL SEEDED. AREAS. ~ ~
ll= 0 0 0 0 0 c a~o~~1, D _ BOT. OF POND EL. +3' TACK: .ALL SLOPES WITH STRAW MULCH EXCEEDING 3;1 TO HAVE. ~ Q}

i FILTER FABRIC RIPRAP ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE.
d50 = 6 INCHES ~
LLAR ~ ~ ~ ~ ~ . CONC. CO . ~ AFfER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING. ~ N
`I 5 aao aaaa . - aaaa I aan 0.5' _ET WEIR FOR .DRY POND OR EQUAL ON ALL ,DISTURBED AREAS. ~ ~
NOT TO SCALE I a aaaan SCALE ~ MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED ~ AND/OR FOR CONTRACT TIME.
. ~ 00 oaaoo
_ ~ noaao oau naaaa Q X d ~z~
STING: - I g CA ~ NOTE:. _ ~ w
MIN. WEIGHTS: I PROVIDE I= _ ~ L ` ~ ~ J . DROP INLET I I-I ~ r u~
FRAME: 195 LB SOLID COVER i _I 11=) I=~ 5 WASHED STON ~ LBS _ - GRATE: 160 -1 I I-) I I-I l i ~ ~ o
~ I=1 I I=1 i -
(I_III_!_ _ b EXIST. GRADE 0 11=1(1=) 11=1 11=iii=__=Iii=iii=iii=iii=iii=iii=iii=iii=u i=~ i,-i i ~ i,_, SLOPE AS PER 'T. GRADE OR o" ~ ~ Q a APE AS PER PLAN
_=111=111=111=III=III=III=III=III=III=III= -III III III 111=III III _ - - SEAL
II-III=III=111=111~I11=III-III=11~I11-III-111,;,1 GRASS ASPER TOP ELEVATION PLAN FILTER FABRIC SEEDING SCHED SS AS PER ;DING SCHEDULE _
CONC. COLLAR 1 -O _ RIP RAP STONE ~ i i i_ ~1~~-- t s
CLASS B 5 TO 15 1t____ - _ _ -i ~ ~ 3 ~ PERI~~' DRAAINGS
21» MIN. RANGE NC DOT 3 _ - - ELEV. VARIES 24 FES ~,t. ~ .
LE OVERFILL 6" FOR , DESIGN SETT SETTLEMENT 20 20' ~ I--- NQT FaR
TOP _ _ ~ -III-_ .
MASONRY I _ e _ - WEIR WIDTH: 6.0 MIN. _ - - BRICK - ;n -I I I sill ~-I =
-III=11 ~ _ _ -~I~_ SECTIQ~ OR PREFAB CONC. ~l III = i SECTION col~sTR~c~ioN
- =III= - 50' LONG VEGETATIVE FILTER lNV. 2.0
„ w x III=III= - 4 a - = i =1 ~ 2:1 SIDE (GRASS SOD, CENTIPEDE) 1.98 24" RCP
~ III L Q - - ' PE MAX. FLOW - > ~ i_I _ _ ~_I I slo 1.93 DESIGNED BY: RAW
~ ~ - I i EMERGENCY p DRAWN BY:~--' HWL
-I - - I I BY-PASS 6 . ~ .I ED oo ~ BELOW SETTL
~ - TOP OF DAM QuAUn coN~ROU: MTA
1:1 SIDE . NATURAL FILTE 3 MIN, SLOPE MAX. LEVEL SPREADER scA~E: NOTED
000 PSI CONCRETE SECTION GROUND FABRIC 3 FlLE NUMBER; 58~ H
TOP FLUSH W/GRADE
v~r_~TaTl1/F FI1 TFR nFTAII_ DATE: 0~-2~-as 1~1'~TAIAl1P~l1tl11'@'1'1/11
VLWL-1!11IV L 6 Yt- Ire. ~Vaf~~~t~VlVIRVL
2' X 2' DROP INLET OR JUNCTION BOX SEDIMENT BASIN DETAILS NOT To SCALE AND ST4RMWATER
NOT TO SCALE NOT TO SCALE DETAILS
SHEET NUMBER:
5B OF