20120489 Ver 1_CAMA Application_20120517

;)FA 2 ®120488
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C Davis Dee Freeman
Governor Director Secretary
May 15 2012
MEMORANDUM
TO Cyndi Karoly Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality Surface Water Protection
FROM Doug Huggett NC DENR DCM Mayor Permits Coordinator
400 Commerce Ave Morehead City NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA/Dredge & Fill Permit Application Review
Applicant NCWRC/ Shelter Creek Boat Ramp (c /o M Hamlett)
Project Location 12380 Shaw Highway adjacent to Shelter Creek in Burgaw NC
Pender Co
Proposed Project Applicant proposes to replace the existing boat ramp and construct
a new ADA compliant dock and parking space
Please indicate below your agency s position or viewpoint on the proposed project and
return this form by June 8, 2012 If you have any questions regarding the proposed
project contact Heather Coats (910)796 -7424 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 DA
400 Commerce Ave Morehead City NC 28557 3421
Phone [phone] FAX [phone] Internet www nccoastal management net
An Equal Opportunity 1 Affirmative Action Employer
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME NC Wildlife Resources Commission c/o Mark Hamlett
2 LOCATION OF PROJECT SITE 12380 Shaw Highway adjacent to Shelter Creek in Burgaw,
Pender County
Photo Index — Not available for this area
State Plane Coordinates - X 2360042 Y 316167
Lat 34 °36 45 89560'N Long 78 °48 12 16753 W
3 INVESTIGATION TYPE CAMA/Dredge & Fill ROVER FILE # Q070112A
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 4/12/12
Was Applicant Present — No
5 PROCESSING PROCEDURE Application Received — 4/20/12 (Complete)
Office Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan — Pender County
Land Classification From LUP — Rural
(B) AEC(s) Involved PT PTS
(C) Water Dependent Yes
(D) Intended Use Public
(E) Wastewater Treatment Existing — None
Planned N/A
(F) Type of Structures Existing— Boat ramp dock and gravel parking area
Planned — Replace boat ramp and dock and create an ADA compliant
parking space
(G) Estimated Annual Rate of Erosion N/A
Source N/A
7 HABITAT DESCRIPTION [AREA]
DRFDGFD FTT.T.F.T) OTI�MR
(A) Vegetated Wetlands ( §404 type)
< 100 sq ft
(estimated)
(B) Non Vegetated Wetlands
—322 sq ft
336 sq ft (incorporated)
(Open water)
(C) Highground
—10 789 sq ft
—15 041 sq ft
(D) Total Area Disturbed —26 166 sq ft (0 60 acres)
(E) Primary Nursery Area No
(F) Water Classification C Open No
PROJECT SUMMARY The applicant proposes to replace the existing boat ramp and construct a new ADA
compliant dock and parking space

NCWRC, c/o Mark Hamlett Shelter Creek Boat Ramp
Page 2
9 PROJECT DESCRIPTION
The protect site is located at 12380 Shaw Highway adjacent to Shelter Creek in Burgaw Pender
County To locate the property from Wilmington travel west on Interstate 40 to NC Hwy 53 Turn east
on Hwy 53 and travel approximately 6 5 miles turn right onto Shaw Highway and travel approximately
0 4 mules The site is located on the left
The property consists of a 2 4 acre parcel the majority of which is elevated approximately 12 above
normal water level (NWL) The highground portion of the lot is mostly cleared and vegetated with lawn
grasses Pines (Pmus spp ) and oaks (Quercus spp ) are also growing along the property Imes The high
ground portion of the lot then drops in elevation towards the southeast corner of the parcel where it
appears a narrow upland basin may have been excavated out of the creek bank to accommodate the boat
ramp A fixed loading dock measuring 30 in length by 3 in width is located within the basin on the
western side of the boat ramp The concrete ramp measures 16 in width and extends approximately 75
landward from the normal water level (NWL) to the top of the ramp slope The existing ramp extends
approximately 24' waterward of the NWL for a total ramp length of 99
A gravel approach and parking area occupies the northeastern portion of the parcel There is evidence
that boaters also use the southwestem grassed area as a turn around and drive on the narrow high ground
area immediately east of the boat ramp The upland basin measures approximately 90 in length and
ranges from approximately 24 42 in width Shelter Creek is approximately 100 wide from bank to
bank in the general location of the basin The parcels to the north east and west of the property are
vacant The shoreline along the southern property boundary measures approximately 200 in length
There are no coastal wetlands on the property
The waters of Shelter Creek are classified as C by the Division of Water Quality The waterbody is
classified as Inland Fishing Waters by the N C Division of Marine Fisheries and NC Wildlife Resources
Commission The waters are not designated as a Primary Nursery Area and are CLOSED to the harvest
of shellfish
PROPOSED PROJECT
The applicant proposes to replace the concrete slab boat ramp construct a new floating dock for ramp
loading and unloading and to reconfigure the drive /parking areas to better direct traffic flow and create a
new handicap parking space that would also accommodate a boat trailer As proposed the ramp would
be replaced at 14 in width and shifted 15 to the east It would not extend waterward of its existing
alignment The existing ramp would be removed broken up and hauled off site Approximately 2 of
material would be excavated in the ramp footprint to achieve adequate grade and allow for an 18 base
layer of mixed stone Plans (Sheet C3) indicate a 12 layer of small riprap or surge stone under 6 of #5
#57 or #4 stone The ramp would be constructed of individual concrete slabs pushed into place over the
stone The total length of the proposed boat ramp is 120 4 which would be a 21 extension landward
into the existing gravel area Silt fence would be installed around the project area to reduce turbidity
The existing fixed pier would also be removed and a floating dock which would measure 80 in length
by 8 m width is proposed along the western side of the boat ramp m the approximate location of the
existing fixed pier The floating dock would originate on high ground approximately 40 landward of
the NWL

NCWRC, c/o Mark Hamlett Shelter Creek Boat Ramp
Page 3
A concrete floating dock abutment/ramp measuring 9 in length by 9 in width is proposed immediately
landward of the floating dock and would lead to a concrete walkway to the top of the ramp The
abutment and walkway would be located landward of the 30 buffer/Public Trust Shoreline Area of
Environmental Concern (AEC) and would be ADA compliant The walkway would also lead to a
proposed ADA compliant parking space also to be located landward of the 30 buffer /AEC
The area to the west of the boat ramp with the exception of the proposed parking space would be
scan led seeded and mulched and 150 linear feet of chain and post fence is proposed to confine traffic
and parking to the gravel areas (see Sheet C 1 for details)
10 ANTICIPATED IMPACTS
The proposed boat ramp replacement would result in the excavation and fill of approximately 1 680
square feet approximately 420 square feet of which is Public Trust Shoreline and the excavation and fill
of approximately 322 square feet of Pubic Trust Area The proposed floating dock concrete abutment
walkway and parking area would result in additional areas of impervious although tht applicant asserts
the overall impervious on the site will be reduced from 15 811 square feet to 10 789 square feet (See
Sheet C1) In addition to the boat ramp replacement only 240 square feet of the floating dock (above the
NWQ would be additional impervious within the 30 Public Trust Shoreline AEC The total
impervious area within the Public Trust Shoreline would equal 660 square feet (or less than 0 11 % of the
entire 30 AEC) The proposed dock would also incorporate approximately 336 square feet of Public
Trust Area (90 square feet of which is already incorporated by the existing dock) A very small area
(estimated to be less than 100 square feet) of §404 wetlands may be impacted/filled due to the
proposed 15 shift of the ramp to the east and the enlargement of the dock The proposed dock would
extend approximately 43 into the waterbody which measures approximately 210 in width from the
landward side of the basin to the opposite bank The pier would not extend into either of the 15 riparian
corridor setbacks Disposal of excavated material would be located outside of the Public Trust Shoreline
AEC
Submitted by Heather Coats Date 5/110012 Office Wilmington

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y CONSULTING, PA
7332 Cotesworth Dr►ve
Wilmington NC 28405
[phone]
PLANNING ENGINEERING PROJECT MANAGEMENT
March 29 2012
Revised April 19 2012
Project Narrative
Shelter Creeklg Boat Ramp
North Carolina Wildlife Resources Commission owns a 2 4 acre tract of land located
at 12380 Shaw Highway in Burgaw NC The property currently supports a single boat
ramp a fixed dock and a gravel and dirt parking area The ramp is in very poor
shape and access to the ramp and dock are not ADA compliant
At this time the property owner /operator wish to replace the aged concrete boat
ramp (replace on same footprint) upgrade to a floating dock and approach and
provide a parking spot for a handicap vehicle pulling a boat trailer In addition to
the parking spot we are planning ADA access to the floating dock from the parking
spot
With respect to the BUA shown on the plans I have shown all areas that contain
either gravel or packed down earth where vehicle traffic has been occurring Based
on the condition of the earth this area should be considered BUA based on past
experience with NCDWQ The plans show EOG to show the areas considered BUA
(dirt and gravel) by the designer This plan calls for fencing (chain & post) to an area
located on the west side of the parking lot This area will be scarified seeded and
mulched to restore this area
The existing ramp is between 16 to 15 5 feet wide The new ramp will be 14 wide
The placement of the new ramp will be 15 feet east of the existing ramp
The sequence of construction shall be as follows
1 Mobilize to the site
2 Install silt fence as shown on the plans
3 Remove existing ramp using front end loader Ramp will be removed in as large of
pieces as possible as not to disturbed surrounding areas
4 After ramp is removed from the water it will be broken into pieces loaded in
dump trucks and transported to a predetermined area of the Holly Shelter Games
Lands (Owner held property)
5 After removal of ramp the footprint of the ramp will be excavated deep enough
to achieve the proper grade ( +/- 2 125 feet deep from top of existing ramp)
6 After excavation of ramp footprint 18 layer of stone (see sheet C3 -' Push Slab
Design detail
7 During the excavation process a section of the push slab will be formed and
poured on high ground in line with the ramp area Once cured the slab will be
pushed into place with a track hoe along the top of the gravel This process will

occur until the last push slab is in place (See plans for limit between push slab and
poured in place portion of the ramp)
8 Once push slabs have been put into place the remainder of the ramp will be
formed and poured into place
9 At the completion of the ramp construction the floating dock abutment the ADA
sidewalk and ADA parking spot will be formed and poured to the grade elevations
10 After the proper cure time of the abutment the floating dock sections will be
brought onto the site and anchored into place (The dock sections are produced
elsewhere in the state)
11 After the above activity shoe stabdrLation Oute mat) will be installed and the
project cleaned up
All work on this project will occur in the existing footprint of the site BUA will be
reduced on this site with the removal of an area on the west side of the parking lot
and restricting vehicle access
r)p
2 of 2

Bowl
APPLICATIONIOr
major neveiepment remit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Pnmary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
North Carolina Wildlife Resources Commission
Shelter Creek Boat Ramp
As Consulting Pa
Applicant 1 First Name
MI
Last Name
Agent/ Contractor 1 First Name
Mark
Last Name
Hamlett
Brad
Applicant 2 First Name
MI
Last Name
Agent/ Contractor 2 First Name
N/A
N/A
N/A
N/A
If additional applicants please attach an additional page(s) with names listed
N/A
Mailing Address
PO Box
City
PO Box
State
1701 Mad Service Center
N/A
Raleigh
N/A
NC
ZIP
Country
Phone No
Phone No 1
FAX No
27699 -1701
USA
919 707
0010 ext N/A
919 707 1720
Street Address (if different from above)
City
State
Contractor #
ZIP
1751 Varsity Drive
Raleigh
NC
27606 -
Email
City
mark hamlett @ncmldlrfe org
ZIP
N/A
2 AgenbContractor Information
Business Name
As Consulting Pa
Agent/ Contractor 1 First Name
MI
Last Name
Brad
N/A
Sedgmck PE
Agent/ Contractor 2 First Name
MI
Last Name
N/A
N/A
N/A
Mailing Address
PO Box
City
State
7332 Cotesworth Drive
N/A
Wilmington
NC
ZIP
Phone No 1
Phone No 2
28405
910 619 9990 ext N/A
N/A ext
FAX No
Contractor #
N/A
N/A
Street Address (hf ddferent from above)
City
State
ZIP
N/A
N/A
N/A
N/A
Email
bradsedgmck @hotmad com
E
<Form continues on back> u Pg `

Form DCM MP 1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 Project Location
County (can be multiple)
Street Address
State Rd #
Pander
12380 Shaw Highway
d Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
e Vegetation on tract
Burgaw
NC
f Man -made features and uses now on tract
Phone No
Lot No (s) (d many attach additional page with list)
910 619 9990 ext N/A
N/A
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Cape Fear River
Shelter Creek
c Is the water body identfied in (b) above natural or manmade?
d Name the closest major water body to the proposed project site
®Natural []Manmade ❑Unknown
NE Cape Fear River
e Is proposed work within city limits or planning jurisdiction?
f If applicable list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within
Pender
4 Site Descnphon
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft)
+/ 205 ft
103 237 sq ft
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N/A
NWL (normal waterleve9
(if many lot sizes please attach additional page with a list)
+/ 10 ft above NWL ❑NHW or ®NWL
e Vegetation on tract
Area around existing boat ramp is void The surrounding vegetation is native soft and hardwoods typicaly located in this
area
f Man -made features and uses now on tract
Tract contains a gravel parking area single boat lunching ramp and small fixed dock
g Identify and describe the existing land uses adiacent to the proposed project site
Vacant
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Rural Agricultural
(Attach zoning compliance certificate if applicable)
®Yes []No ❑NA
I Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes attach a copy ❑Yes ®No ❑NA
If yes by whom?
I 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?
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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
(n) Are there coastal wetlands on the site? ❑Yes ®No
(ii) If yes to either () or (u) above has a delineation been conducted? ❑Yes ®No
(Attach documentation if available)
n Describe existing wastewater treatment facilities
WA
o Describe existing drinking water supply source
WA
p Describe existing storm water management or treatment systems
WA sheet flow to river
5 Act►vrtres and Impacts
a Will the project be for commercial public or private use? ❑Commercial ®Public /Govemment
❑Private/Community
b Give a brief description of purpose use and daily operations of the project when complete
The current purpose use and daily operations of the proposed facility are as a public boating access facility The use will not
change once renovation is complete with the exception of an ADA compliant parking spot and ramp to access the floating
dock
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
A trackhoe will be used to excavate near the water A dozer will be used to push ramps that are poured on high ground into
the water The same trackhoe dozer and additional on-highway to -axle dump trucks will be used to perform earthmoving
operations on site A motor grader will be used for final rough grading a dozer will be used to place subgrade and final
surface matnals All equipment will be stoned o high ground well away from the AEC
d List all development activities you propose
Installation of a single 14 wide push slab boat ramp an ADA compliant parking spaces and ramp(concrete) for access to the
abutment and floating dock system
e Are the proposed activities maintenance of an existing project, new work or both? Both
f What r. the approximate total disturbed land area resulting from the proposed project? 25 830 ®Sq Ft or ❑Acres
g Will the proposed project encroach on any public easement public accessway or other area ®Yes []No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
Existing sheet flow to river
Proposed sheet flow to the NE Cape Fear River (reduced BUA) proposed for the project
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
I Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes attach a mitigation proposal
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E

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 mayor development application Please consult the application
instruction booklet on how to property prepare the required items below
a A project narrative
b An accurate dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work clearly indicate on maps plats drawings to distinguish
between work completed and proposed
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 mad 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 LSB Properties Inc Phone No Unlisted
Address 38 West First Avenue Lexington NC 27292
Name Kevin McGrew Phone No Unlisted
Address 217 Port Drive Sneads Ferry NC 28460
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers pennrttee and issuing dates
WA
h Signed consultant or agent authorization form if applicable
i Wetland delineation d 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
1 7 Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant and do In fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow up
monitoring of the project
I further certify that the information provided in this apply is truthful to the of m y knowledge Date 4- 12 Print N e _B S7 PE
Signature
Please indicate application attachments pertaining to your proposed project
®DCM MP 2 Excavation and Fill Information ❑DCM MP 5 Bridges and Culverts
®DCM MP 3 Upland Development
®DCM MP-4 Structures Information
P

1�
Form DCM UP -2
Z Vi
(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
1 EXCAVATION
a Amount of material to be excavated from below NHW or NWL in
cubic yards
26 CY of Excavation
c (i) Does the area to be excavated include coastal weflands/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
(r) Describe the purpose of the excavation in these areas
❑This section not applicable
b Type of material to be excavated
Existing ramp existing gravel base native sods
d High -ground excavation in cubic yards
106 CY
2 DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a Location of disposal area b
The owner owns thousands of acres in the vicinity of this
project The excessive material will be used for road
maintenance and stoned for future use within the Holly
Shelter Game Lands
Dimensions of disposal area
N/A
c (r) Do you Gain title to disposal area? d (r) Will a disposal area be available for future maintenance?
®Yes []No ❑NA ®Yes ❑No ❑NA
(n) If no attach a letter granting permission from the owner (i) If yes where?
e (i) Does the disposal area include any coastal weUands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of disposal in these areas
No disposal will be outside of these areas
f (r) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ti) If yes how much water area is affected?
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
1204
Width
140
Avg Existing
45
NA
NA
Depth
Final Project
45
NA
NA
Depth
1 EXCAVATION
a Amount of material to be excavated from below NHW or NWL in
cubic yards
26 CY of Excavation
c (i) Does the area to be excavated include coastal weflands/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
(r) Describe the purpose of the excavation in these areas
❑This section not applicable
b Type of material to be excavated
Existing ramp existing gravel base native sods
d High -ground excavation in cubic yards
106 CY
2 DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a Location of disposal area b
The owner owns thousands of acres in the vicinity of this
project The excessive material will be used for road
maintenance and stoned for future use within the Holly
Shelter Game Lands
Dimensions of disposal area
N/A
c (r) Do you Gain title to disposal area? d (r) Will a disposal area be available for future maintenance?
®Yes []No ❑NA ®Yes ❑No ❑NA
(n) If no attach a letter granting permission from the owner (i) If yes where?
e (i) Does the disposal area include any coastal weUands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
(n) Describe the purpose of disposal in these areas
No disposal will be outside of these areas
f (r) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ti) If yes how much water area is affected?

3 SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin use MP-4 — Structures)
a I rF W VP 0 VPCnne ataumcauun
❑Bulkhead ❑ Riprap ❑Breakwater /Sill ®Other Jute
Matting —
c Average distance waterward of NHW or NWL 8 0 ft
e Type of stabilization material
Jute Matting for slope stabilization above NWL
g Number of square feet of fill to be placed below water level
Bulkhead backfill 0 0 Riprap
Breakwater /Sill Other
I Source of fill material
WA
b Length
Width N/A
d Maximum distance waterward of NHW or NWL 15 OR
f M Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(II) If yes state amount of erosion and source of erosion amount
information
h Type of fill material
N/A
4 OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a () Will fill material be brought to the site? ❑Yes ®No ❑NA b (i) Will fill material be placed in coastal wetlandstmarsh (CM
If yes
(r) Amount of material to be placed in the water
(Ili) Dimensions of fill area
(rv) Purpose of fill
5 GENERAL
a How will excavated or fill matenal be kept on site and erosion
controlled?
SIR Fence as shown on the plans
c (i) Will navigational aids be required as a result of the project?
[]Yes ®No []NA
(n) If yes explain what type and how they will be implemented
419-12
Date
Shelter Creek Boat Ramp
Project Name
submerged aquatic vegetation (SAV) shell bottom (SB) or
other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL []None
(n) Describe the purpose of the fill In these areas
b What type of construction equipment will be used (e g draghne
bacchoe or hydraulic dredge)?
tradchoe dozer 8 dump trucks
d (I) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(it) If yes explain steps that will be taken to avoid or minimize
environmental impacts
reedg6 PE qs
nt N 2. Signature
„
P

Porn DCM MP-3
UPLAND DEVELOPMENT
(Cons&mtsan andlor land datus*in8 actw tiw)
Attach this form to Joint Application for CAMA Mayor 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
Installation of 1 handicap parking spot w/ trader and ramp
to floating dock abutment
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
() If applicable has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(n) If yes list the date submitted
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built upon surfaces such as
pavement, budding rooftops or to be used for vehicular driveways
or parking
749 sf of ramp withing the AEC (0 7 % of tract)
i Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces such as pavement, budding rooftops
or to be used for vehicular driveways or parking
12 8 % of entire tract (13240/103237)
I Describe proposed method of sewage disposal
There will be no sanitary facildes at this site
I Describe location and type of proposed discharges to waters of the
state (e g surface runoff sanitary wastewater industnall
commercial effluent 'Smash down and residential discharges)
stormwater sheet flow are the only discharges for this site
d Size of area to be graded filled or disturbed including roads
ditches etc
25 830 SF within the limits of construction
f List the materials (such as marl paver stone asphalt or concrete)
to be used for impervious surfaces
concrete for boat ramp handicap parking spot and
handicap access path marl for parking lot (wasting)
Protects 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
(ri) If yes list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes attach appropriate documentation
n�� I�
Rltls

m Describe proposed dnnlung water supply source (e g well n (i) Will water be impounded? []Yes ®No ❑NA
community public system etc)
No potable water avaiable on this site (n) If yes how many acres?
o When was the lot(s) platted and recorded? p If proposed development is a subdivision will additional utilities be
Lot was deeded to the State on October 29 1953 No plat installed for this upland development?
was been recorded ❑Yes []No ®NA
4/2/12
Date
Shelter Creek Boat Landing
Protect Name
aV S dgwickl of
Applicant Signature
a ft of a s R b p 6

Form DCM MP-4
(Construction wiltbin Public Trust Areas)
Attach this form to Joint Application for CAMA Mayor 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 () Is the docking facility/manna
❑Commercial OPublidGovemment ❑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 (r) Are Finger Piers included? []Yes ®No
(u) Number 1
If yes
(m) Length 80o
(i) Number
(iv) Width 8
(rn) Length
(v) Floating Was ❑No
(rv) Width
(v) Floating ❑Yes ❑No
e (i) Are Platforms included? ❑Yes ®No
f (i) Are Boatlrfts included? ❑Yes ®No
If yes
If yes
(n) Number
(u) Number
(w) Length
Chi) Length
(rv) Width
(rv) Width
(v) Floahng ❑Yes ❑No
Note Roofed areas are calculated from dnphne dimensions
g (r) Number of slips proposed
h Check all the types of services to be provided
0
❑ Full service including travel Id and /or rail repair or
(u) Number of slips existing
maintenance service
0
❑ Dockage fuel and marine supplies
❑ Dockage ('wet slips' only number of slips
❑ Dry storage number of boats
® Boat ramp(s) number of boat ramps 1
❑ Other please describe
r Check the proposed type of siting
1 Describe the typical boats to be served (e g open runabout,
❑ Land cut and access channel
charter boats sail boats mixed types)
❑Open water dredging for basin and/or channel
small open fishing boats (less than 20 ft)
®Open water no dredging required
❑Other please describe
Proposing to use existing cut and channel
k Typical boat length <20 ft I (r) Will the facility be open to the general public?
®Yes ❑No -
m (r) Will the facility have be pilings?
❑Yes ®No
(n) If yes number of be pilings?

Form DCOR "��Iucfr as Page 2 r--' at
12 DOCKING FACILITY /MARINA OPERATIONS ��1This secf�on not applicable
a Check each of the following sanitary facildres that 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 vnll overboard discharge of sewage from boats be controlled?
e (i) Give the location and number of No Sewage Discharge signs proposed
(n) 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 of7
h Gnre the number of channel markers and No Wake signs proposed
I Give the location of fuel - handling facilfies and describe the safety measures planned to protect area water quality
J What will be the manna policy on overnight and live-aboard dockage?
k Describe design measures that promote boat basin flushing?
I If this project is an expansion of an existing manna what types of services are currently provided?
m Is the manna/docking facility I r
g dY proposed within a primary or secondary nursery area?
❑Yes ❑No
l r 1p 0 L : I t 6

sr c, — DC t 4, ozfL -s Peat: s 41
n Is the manna/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o Is the madnaldockmg 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
OWL ❑None
p Is the proposed mannaldoc king facility located within or within dose 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 Mts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Govemment ❑Pnvate/Commundy
(i) Number
(w) Length
(iv) Width
Note Roofed areas are calculated from dnpline dimensions
4 GROIN (e g wood sheetp►le etc If a rock groin use MP 2 Excavation and Fill) ® This section not applicable
a (i) Number
(u) Length
(n) Width
5 BREAKWATER (e g wood sheetpile etc) ®This section not applicable
a Length b Average distance from NM 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/Govemment ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge if present
e Arc of the swing
T GENERAL
I
b Number
d Description of buoy (color inscription size anchor etc.)
e ph 2 i r-

a Proximity of structure(s) to adjacent riparian property lines b Proximity of structure(s) to adjacent docking facilities
20 ft to eastern property line 150 ft to western property line N/A
Note For buoy or mooring piling use arc of swing including length
of vessel
c Width of water body
180 at end of ramp
e (r) Will navigational aids be required as a result of the project?
OYes ®No ❑NA
(ii) If yes explain what type and how they will be implemented
d Water depth at waterward end of structure at NLW or NWL
45 ar NWL
8 OTHER ❑This section not applicable I
a Give complete description
North Carolina Wildlife Resources Commission owns a 2 37 acre tract of landing located at 12380 Shaw Highway in Burgaw
NC The property currently supports a single ramp boat lunch a small foxed dock and a gravel parking area This landing is
approximately 50 years old The ramp is in very poor shape and access to the ramp and fixed dock are not ADA compliant
At this time the property owner /operator wish to replace the aged concrete boat ramp upgrade the fixed dock to a floating dock
and approach and provide a parking spot for a handicap vehicle pulling a boat trailer In addition to the parking spot we are
planning ADA access (concrete sidewalk) to the floating dock from the parking spot
All work on this project will occur in the existing footprint of the site A net decrease of BUA vnnil result from this project
4/19/12
Date
Shelter Creek Boat Ramp
Project Name
Sect E
\�7g"
Appir nt signature r
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RIPARIAN PROPERTY OWN
KEVIN McGRAW
217 PORT DRIVE
SNEADS FERRY, NC
a
CON OL POINT
IRON IN W/ CAP
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ELEV. = 1.70'
i
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REMOVE EXISTING FI
PROPOSED CAST ON SITE PUSH SLAB RAMP
SEE DETAILS ON SHEET C3
REMOVE EXISTING RAMP -
NORMAL WATER LEVEL -
CRC
SI_ -E PLAN
SCALE; 1' = 30'
�2- OAK
CONTROL POINTS
)N DESCRIPTION PINT EASTING NORTHING ELEVATION DESCRIPTION
EXISTING GRAVEL &
COMPACTED DIRT
EXISTING RAMP
j
Sit tf'm cRec,,
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2.
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EAST = 2360013.30
NORTH 1316050.30
NORTH= `316026.26
_N
CORNERS W
CORNER S/
g
EAST­ 2360129.95
NORTH= 315980.13
Z = -1.9'
CORNER
RAMP
3.
EAST = 2360035.42
NORTH-= 316019.97
Z =11.7'
V'
10.
EAST= 2360099.59
NORTH= 316099.93
Z =12.9'
CORNER
0
4.
EAST = 2360051.79
NORTH =316077.58
Z =12.5'
CORNER S/W
11.
EAST-= 2360086.00
NORTH= 316096.57
Z =12.9'
CORNER
RAMP
w
EAST = 2360083.61
NORTH-316085.65
Z =12.5'
CORNER S/W
i2.
o
w
Z =12.9'
CORNER
S/W
6.
EAST = 2360093.11
NORTH 316048.16
Z =11.7' CORNER S/W
13.
EAST-= 2360047.77
NORTH= 316081.72
Z =12.5'
CORNER
S/W
7.
EAST= 2360089.24
NORTH = 316047.18
Z =11.7'
CORNER ABUT
14.
EAST= 2360029.28
NORTH= 316079.41
Z =12.3'
oLLJ
H/C PARK
8.
EAST = 2360116.40
NORTH = ;315976.68
Z = -1.9'
CORNER RAMP
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10' X 40' CONCRETE P
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RIPARIAN PROPERTY OWN
KEVIN McGRAW
217 PORT DRIVE
SNEADS FERRY, NC
a
CON OL POINT
IRON IN W/ CAP
NOR = 316272.53
EAST= 359978.11
ELEV. = 1.70'
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REMOVE EXISTING FI
PROPOSED CAST ON SITE PUSH SLAB RAMP
SEE DETAILS ON SHEET C3
REMOVE EXISTING RAMP -
NORMAL WATER LEVEL -
CRC
SI_ -E PLAN
SCALE; 1' = 30'
�2- OAK
CONTROL POINTS
)N DESCRIPTION PINT EASTING NORTHING ELEVATION DESCRIPTION
EXISTING GRAVEL &
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1.
2.
EAST = 2360020.13
EAST = 2360013.30
NORTH 1316050.30
NORTH= `316026.26
Z= 11.7'
Z =11.7'
CORNERS W
CORNER S/
g
EAST­ 2360129.95
NORTH= 315980.13
Z = -1.9'
CORNER
RAMP
3.
EAST = 2360035.42
NORTH-= 316019.97
Z =11.7'
CORNER S/W
10.
EAST= 2360099.59
NORTH= 316099.93
Z =12.9'
CORNER
RAMP
4.
EAST = 2360051.79
NORTH =316077.58
Z =12.5'
CORNER S/W
11.
EAST-= 2360086.00
NORTH= 316096.57
Z =12.9'
CORNER
RAMP
5.
EAST = 2360083.61
NORTH-316085.65
Z =12.5'
CORNER S/W
i2.
EAST== 2360087.23
NORTH= 316091.72
Z =12.9'
CORNER
S/W
6.
EAST = 2360093.11
NORTH 316048.16
Z =11.7' CORNER S/W
13.
EAST-= 2360047.77
NORTH= 316081.72
Z =12.5'
CORNER
S/W
7.
EAST= 2360089.24
NORTH = 316047.18
Z =11.7'
CORNER ABUT
14.
EAST= 2360029.28
NORTH= 316079.41
Z =12.3'
CORNER
H/C PARK
8.
EAST = 2360116.40
NORTH = ;315976.68
Z = -1.9'
CORNER RAMP
REMOVE TREE
PROPOSED CAST IN PLACE
9' x 9' FLOATING DOCK
ABUTMENT
PROPOSED FLOATING DOCK
SYSTEM
RIPARIAN (PROPERTY OWNER
LSB P'e,OPERTIES, INC
38 WEST FIRST AVENUE
LEXINC-1ON, NC 27292
FLOATING DOCK SYSTEM
TWO ALTERNATIVES ARE SPECIFIED FOR THIS ITEM. ALTERNATE #1 THE CONTRACTOR SHALL
PROVIDE THE FLOATING DOCK SYSTE. ALTERNATIVE TWO IS THE OWNER PROVIDES THE
FLOATING DOCK S` STEM. OWNER WILL SUPPLY HINGE ASSEBLE FOR THE CONTRACTOR TO
INCORPORATE INTO THE ABUTMENT.
ALTERNATE #1
CONTRACTOR SHAL_ CONSTRUCT FLOATING DOCK SYSTEM AS SHOWN ON SHEET C3
OF THESE PLANS. IF THE CONTRACTOR CHOICES TO PROVIDE VENDOR SUPPLIED DOCK,
VENDOR SHALL FO,_LOW INSTRUCTIONS BELOW:
1. CONTRACTOR SHALL PROVIDE VENDOR DESIGNED FLOATING DOCK SYSTEM. PLANS AND
CALCULATIONS SHALL BE SEALED BY A N.C. REGISTERED PROFESSIONAL ENGINEER.
2. CONSTRUCTION SHALL CONSIST OF PRESSURE TREATED (NON -CCA) WOOD PER AWPA
STANDARDS.
3. PROVIDE LAMINATED SIDEWALL WITH (3) PT 2X10.
4. PROVIDE GALVANIZED STEEL CROSS BEAMS AND DIAGONAL TUBING.
5. DECKING SHALL BE PT 2X6 TIMBER DECKING OR TREX "ORGINS" DECKING (OWNER'S
OPTION) WITH 316 STAINLESS STEEL SCREWS. DECK SUPPORTS SHALL BE LAMINATED PT
2X4.
6. BOLT FASTENERS AND OTHER STRUCTURAL MEMBERS SHALL BE HD GALVANIZED.
7. PROVIDE GALVANIZED STEEL BACKING PLATES UNDER ALL ATTACHMENTS.
8. PROVIDE PT 2X,, SIDE BUMPER RAIL - ALL SIDES.
9. PROVIDE HD GA_VANIZED STEEL REINFORCEMENT CLEATS, ONE SIDE AT 5' ON CENTER.
10. FLOATATION SI- ALL PROVIDE FREEBOARD OF 18" UNDER DEAD LOAD. OR LIVE LOAD OF
20 PSF OR A CON �ENTRATED LOAD OR 300 LBS OVER A 2 SQ FT SHALL BE USED. PIER
SHALL HAVE NO MORE THAN 6 DEGREES TILT FROM THE HORIZONTAL UNDER UNIFORM LIVE
LOADING ON ONE - -IALF OF THE PIER WIDTH OR UNDER A CONCENTRATED LOAD OF 600
LBS APPLIED ON ANY SIDE.
11. FLOATS SHALL CONSIST- OF POLYETHYLENE FOAM- FILLED FLOAT MODULES (ROTARY
MOLDED) AND POLYETHYLENE EMPTY (BALAST) FLOATS.
12. PROVIDE GUIDE PILES ARE REQUIRED BY VENDOR'S DESIGN AND GUIDES INTEGRAL WITH
DOCK SYSTEMS.
13. DOCK SYSTEM SHALT_ HAVE A 3 TO 5 YEAR WARRANTY.
ALTERNATE #2
OWNER SHALL PROVIDE FLOATING DOCK SYSTEM. OWNER WILL SUPPLY CONTRACTOR AN
ALUMINUM HINGE SYSTEM TO BE INCORPORATED INTO CONTRACTOR INSTALLED ABUTMENT.
TE 1. CONTRACTOR
SHALL
PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK.
2, CONTRACTOR
S-IALL
POUR CONCRETE RAMPS SUCH THAT ONLY A NARROW STRIP OF
CONCRETE CAN
BE PLACED
AND FINISHED IN ONE OPERATION.
3. CONTRACTOR
S, -TALL
EXERCISE GREAT CAUTION IN THE TIMING OF HIS CONCRETE
PLACEMENTS AND NOT
GET UNREASONABLY AHEAD OF THE FINISHERS.
4. CONTRACTOR
S-iALL
BE AWARE OF HEAT AND WIND WHICH WILL CAUSE THE CONCRETE
TO SET UP QUICKLY AND
NOT ALLOW PROPER FORMATION OF THE SURFACE GROOVES.
5. CONTRACTOR
S.-IALL
START THE FINISHING WORK OF THE SLAB AT ONE OF THE LOWER
CORNERS AND PR,DCEED UPWARD WITH THE GROOVES ORIENTED AS SHOWN.
6, CONTRACTOR
S -TALL
KEEP PREPARED SUBGRADE, (UPLAND OF SECTIONS BEING POURED)
CLEAN OF DEBRIS,
ECT.
AND SHALL NOT WASTER EXCESS CONCRETE WITHIN RAMP AREA.
7. POUR STOPS
S {ALL
BE CLEAN, KEYED JOINTS PER S105.
8. CONTRACTOR
S ALL
INSURE THAT REINFORCING REMAINS WITHIN THE UPPER THIRD OF
THE SLAB.
9. SLOPES SHALL BE GRADED NO STEEPER THAI
3:1.
CON CRETL_ NOTES
1. REINFORCED CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF ACT.
2. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 4000 PSI
3. REINFORCING S FEEL: ASTM A615, GRADE 60.
4. MINIMUM CLEAR CONCRETE COVER ON REINFORCING:
CONCRETE Cf \ST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES
CONCRETE EXPOSED TO EARTH AND WEATHER: 2 INCHES
5. DOWEL AND CCNTINUOUS REINFORCING SHALL HAVE A MINIMUM LAP OF 42 BAR
DIAMETERS BUT N�DT LESS THAN 12 INCHES,
6. PROVIDE AIR ENTRAINMENT 4 TO 6 PERCENT.
7. MAXIMUM SLUM D: 4" - 6" W/C (MAX.) = 0.45
8. CONCRETE FINISH: BROOM FINISHED
9. CURING COMPOJND: ANSI /ASTM C309, TYPE 1, CLASS A.
10. USE A SUPERPLASTISZER, AS REQUIRED FOR WORKABILITY, MEETING ASTM
C1017/C1017M.
11. PROVIDE FIBER REINFORCED CONCRETE FOR ALL LAUNCH SLABS. PROVIDE SYNTHETIC
MONOFILAMENT (PDLYPROPYLENE) MICRO- FIBERS IN ADDITION TO REINFORCING SHOWN
COMPLYING WITH ASTM ('31116, TYPE III, 1 TO 1 -1/4 INCHES. BATCH FIBERS WITH CONCRETE
AT RA FE OI_ 1 -5 LBS:'CY BY VOLUME
SITE DATA
ADDRESS: 12380 SHAW HIGHWAY
BURGAW, NC 28425
PIN NUMBER: 3351 - 9232 -000
AREA = +/- 2.37 ACRES
ZONING = RA
DEED BOOK 312 / 123
PLAT BOOK 0046/0058
TOPOGRAPHIC AND HYDROGRAPHIC SURVEY
PREFORMED BY THEENGINEER ON APRIL 5TH
AND 7TH. 2011 AND REPRESENT CONDITIONS AT
THAT TIME.
HORIZONTAL DATUM: NORTH CAROLINA STA 1
PLANE NAD83
VERTICAL DATUM: NORTH AMERICA VERTICAL
DATUM 1988 (NAVD88)
QUA DATA
EXISTING BUA VICINITY MAP
PARKING AREA = 14,174 SF
RAMP = 1,637 SF NITS
ABUTMENT = 0 SF
TOTAL = 15,811 SF
PROPOSED BUA
PARKING AREA = 7,675 SF
PRO RAMP = 1,687 SF
H/C RAMP -S /W = 946 SF
ABUTMENT = 81 SF
H/C PARKING = 400 SF
TOTAL = 10,789 SF
EROSION CONTROL MAIN) =NANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTI ES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF - PF ) DUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REF AIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSPECT SEDIMENT TRAPS AT LEAST WEEKLY ND AFTER EACH SIGNIFICANT
RAINFALL EVENT AND REPAIR IMMEDIATLY. REMO\ - SEDIMENT, AND RESTORE THE TRAP
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMEN HAS ACCUMULATED TO ONE -HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SE AMENT THAT IS REMOVED IN
DESIGNATED DISPOSAL AREA, AND REPLACE THE 'ART OF THE GRAVEL FACING THAT IS
IMPAIRED BY SEDIMENT
3. SEDIMENT WILL BE REMOVED FROM BEHIND iH SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIP ENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRI R.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED A`: NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATI' � PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTEF EACH SIGNIFICANT (J" OR GREATER)
RAINFALL EVENT. CLEAR THE WIRE OF ANY DEBR 3 OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE ;ARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REF .ACE STONE AS NEEDED.
EROSION CONTROL NOTE 3
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 0.
ACRE LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE STATE EROSION CONTROL OR
iNANCE AND IS SUBJECT TO FINES.
2. CONTRACTOR SHALL REMOVE ALL TREES AND
VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS OTHERWISE DESIGNATED TO REMA
I.
3. CONTRACTOR SHALL RAKE AND REMOVE ROO
S, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRAD
ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF C
NSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNEf
AND THEIR GECTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF a
JY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WA
TE MATERIALS SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PEI
MITTED FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQU
'ED BORROW MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY.
EO
7. ALL GRADED SLOPES MUST BE SEEDED AND
ULCHED WITHIN 21 CALENDAR DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS 0TH
R THAN SLOPES WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SF
)RTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION
AND SEDIMENT WAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY ENGINEERING
= PARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAI
3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS
GREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
m
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AF
-A FOR MORE Th :AN 15 CALENDAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MULCF
:D, AND TACKED.
e ►�
EXIST. SPOT ELEVATION
1204
20.0
PRO. SPOT ELEVATION
SILT FENCE
0
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DRAINAGE RUNOFF FLOW
e ►�
EXIST. SPOT ELEVATION
20.0
PRO. SPOT ELEVATION
SILT FENCE
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DRAINAGE RUNOFF FLOW
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LIMITS OF CONSTRUCTION
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EDGE OF . WOODS
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JOB NO.
004 -021

P
R
C
+20'
*15'
EXISTING GRAVEL _
DRIVE
+10"
f5'
0'
—5,
—10'
—15'
;GRAPHIC SCALE
10 o s i 10 20
( IN FEET )
i inch = 10 ft.
PLAN VIEW - BOAT RAMP
yCALE 1' = 10'
40
X SECTION - B ❑AT RAMP
SCALE H: 1" = 10'
V: l' = 10'
z
a
J
d
W
I--
w
w
-x-15
*10,
f5'
G'
NORMAL WATER LEVELS OBTAINED FROM THE —1c�
USGS SURFACE WATER GAGE LOCATED AT NE CAPE
FEAR RIVER /HWY 53 GAGE, LEVELS WERE
INTERPOLATED TO THE SUBJECT SITE,
1, HIGH MONTHLY MEAN (1999) = 53'
2, WATER LEVEL ON 4/28/11 = 2.2'
3, LOW MONTHLY MEAN (2002) = 1.3'
ALL ELEVATIONS ARE NGVD29
CONTROL JOINT (3/4" DEEP W/
1/4" PAD) CAD 6' O.C.
LIGHT GROOMING
1/2" EXP. JT. FILLER @ 48' O.C.
° 6° 3000 PSI C ONC.
b
p �
-III (- II I I II I II- II I II -•Il l ll- it 111 -III
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1/4" PAD
CONCRETE SECTION
NOT TO SCALE
H,C, PARKING SIGN
N
10" �
8' -�
H /C PARKING DETAIL
NOT TO SCALE
LUE ON H.C.
TALL SIDE
WHITE
HITE
BLUE ON H.C.
STALL SIDE
LEGEND
EXIST. SPOT ELEVATION
20.0
PRO. SPOT ELEVATION �-
SILT FENCE
DRAINAGE RUNOFF FLOW
LIMITS OF CONSTRUCTION LUC
CURSHER RUN SURFACE
H
N_
CONC. PAVEMENT
4 a,
4
CV � (j
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A dl d, O
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EDGE OF WOODS
EM OS
TOP OF BANK
TOB
EDGE OF WATER
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EDGE OF GRAVEL
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+20'
*15'
EXISTING GRAVEL _
DRIVE
+10"
f5'
0'
—5,
—10'
—15'
;GRAPHIC SCALE
10 o s i 10 20
( IN FEET )
i inch = 10 ft.
PLAN VIEW - BOAT RAMP
yCALE 1' = 10'
40
X SECTION - B ❑AT RAMP
SCALE H: 1" = 10'
V: l' = 10'
z
a
J
d
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-x-15
*10,
f5'
G'
NORMAL WATER LEVELS OBTAINED FROM THE —1c�
USGS SURFACE WATER GAGE LOCATED AT NE CAPE
FEAR RIVER /HWY 53 GAGE, LEVELS WERE
INTERPOLATED TO THE SUBJECT SITE,
1, HIGH MONTHLY MEAN (1999) = 53'
2, WATER LEVEL ON 4/28/11 = 2.2'
3, LOW MONTHLY MEAN (2002) = 1.3'
ALL ELEVATIONS ARE NGVD29
CONTROL JOINT (3/4" DEEP W/
1/4" PAD) CAD 6' O.C.
LIGHT GROOMING
1/2" EXP. JT. FILLER @ 48' O.C.
° 6° 3000 PSI C ONC.
b
p �
-III (- II I I II I II- II I II -•Il l ll- it 111 -III
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1/4" PAD
CONCRETE SECTION
NOT TO SCALE
H,C, PARKING SIGN
N
10" �
8' -�
H /C PARKING DETAIL
NOT TO SCALE
LUE ON H.C.
TALL SIDE
WHITE
HITE
BLUE ON H.C.
STALL SIDE
LEGEND
EXIST. SPOT ELEVATION
20.0
PRO. SPOT ELEVATION �-
SILT FENCE
DRAINAGE RUNOFF FLOW
LIMITS OF CONSTRUCTION LUC
CURSHER RUN SURFACE
V
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LO
H
CONC. PAVEMENT
4 a,
4
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EDGE OF WOODS
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EDGE OF WATER
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EDGE OF GRAVEL
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of 3
JOB NO.
004 -021

4"
NOTES
CONCRETE APPROACH
(SITE SPECIFI)
i
1.
ALL OCK HARDWARE TO BE HOT DIPPED
GAL ",''ANIZED STEEL EXCEPT AS NOTED BELOW
2.
CONNECT FLOATING UNIT TO ABUTMENT
ALL
WITFIll
3/4' STAINLESS STEEL HEX HEAD BOLTS
i
w
AND NYLON LOCK NUTS
i
#4 REBAR 1' ❑.C. (BOTH WAYS)
3.
WD -T!`I SINGLE 'T' MALE CONNECTORS ARE
H
TO E'!= PLACED ON THE CONCRETE ABUTMENT
WD-7F SINGLE "T' FEMALE CONNECTORS
ADD WD -IN INSIDE CORNER BRACKET
w
ARE TO BE PLACED ON THE FLOATING DOCK
TO FIRST FLOATING DOCK SECTION
m
SECTION AS ILLUSTRATED.
4.
THE 'N;'D -TM CONNECTORS SHOULD BE ATTACHED
#4 REBAR 1' D.C. (BOTH WAYS)
m
TO TIHE ANCHOR BOLTS ON THE OUTSIDE OF
FORK WORK T❑ ENSURE FIT AFTER FORM REMOVAL,
o
5
AN I'ITERNAL VIBRATOR SHOULD BE USED TO
- -
7f
r
CONSILIDATE CONCRETE.
6,
CONCRETE SHALL BE A DESIGN MIX OF 3500
PSI XIN. WITH A MAX, SLUMP OF 5',
m
MAX. AGGREGATE SIZE TO BE 3/4',
0
7.
AFTER FLOATING CONCRETE, PROVIDE A BROOM
}
FINISH ON TOP SURFACE,
8.
PLACE 3/4'X 3/4' CHAMFER STRIPS INSIDE
m
LL
THE FORM WORK S❑ THAT THE FOUR VERTICAL
°w
CORNERS AND THE TWO HORIZONTAL TOP EDGES
ARE CHAMFERED, AS SHOWN ON SHEET 3 OF 3.
9.
ENSURE THAT ANCHOR BOLTS ARE SECURED
SUCF THAT THEY WILL REMAIN ALIGNED
DURING CONCRETE POUR, THEY SHOULD
SEE SITE PLAN
BE FASTENED TO THE FORMS WITH NUTS PLACED
z
AND TIGHTENED ON BOTH SIDES OF THE FORMS,
CONCRETE
ABUTMENT
AND ELATING
DOCK
SCALE
NTS
�
4"
ADD VERTICAL PIECES OF REBAR
AT EACH INTERSECTION AROUND
THE PERIMETER,
i
1/2' DIA. !:GALVANIZED
4 STEEL AlI�HOR BOLT
4�
16"
NOTE:
SUPPORT LOWER
GRID WITH CONC
CHAIRS
NO T'r'
REBF42S NOT SHOWN
IN INIS VIEW
I- 4.3/8"
c
FOLLANSBEE PART
WD —TM SINGLE 'T' —
MAI F nP F[JIITVAI FN'
ANCHOR BOLT DETAIL
1�18,.�1 �z
❑NCRETE ABUTMENT
SCALE NTS
PLAN VIEW
14'—
SIDE VIEW
91 -1/2
0
3/4'x 3/4'
CHAMFER STRIPS
s' 115 -1/2' -�
1/2'x 7' BOLT
CONSTRUCT ALL FORM AT EACH CORNER
FACES WITH 3/4° PLYWOOD
NOTE, DRILL HOLES
;AFTER TACKING
'WHALERS TO THE FORMS.
NOTE:
THE L❑CATI ❑N OF THE 2'x 4' 'S
NEAR THE F❑LLANSBEE PART WD -TM
SEE NOTE 8 ON SHEET 1 OF 3 MAY NEED TO BE ADJUSTED TO
FOR CHAMFER STRIP PLACMENT FIT THE PART AND THE
2'x4' STUDS ANCHOR BOLT ASSEMBLY
241
l+­----V- 2'x �_' WHALER TYP,
CONNE C WITH
16d FOkM NAILS
OR
3 "x 5/15' BOLTS
FOLLANSBEE: PART WD -TM SINGLE 'T'
MALE OR EQUIVALENT. EXTEND 112'
ANCHOR BOLTS THROUGH FORMS, AND
FASTEN TO FORM WITH FLAT WASHERS
AND 1/2' NJTS,
2'x4' STUDS
16' � 16" O,C, --ROM CENTERLINE
REUSABLE CONCRETE FORMS
SCALE NTS
El MALE /FEMALE CORNER BRACKETS
ARE USED AT THE OUTSIDE CORNERS
OF AJOINING FLOATING SECTIONS,
STANDARD OUTSIDE CORNER BRACKETS
ARE USED ON THE LAST FLOATING
SECTION OF EACH DOCK,
NOTE: FLOATING UNIT WHICH ATTACHES
TO CONCRETE ABUTMENT SHALL BE
MODIFIED AS ILLUSTRATED BELOW.
BRACKET (MALE)
BRACKET (FEMALE
JTSIDE CORNER BF
I— I F-1 A i T N I (— Tl I—I (— I/ (- I-1 N I N I r- (-` T- T 71 N I T-) I- T n T I <�-
LONGITUDINAL BARS = #7's
TRANSVERSE BARS = #4's
USE 4,5' CHAIRS UNDER THE #7's
END VIEW
+
4'
USE A GROOVING TOOL TO PLACE 2' GROOVES AT A 45 DEGREE ANGLE DOWN THE LENGTH OF THE RAMP.
USE AN EDGE TOOL TO REDUCE CHIPPING AND SPOIL 1115.
EXTEND 0 REBAR PAST THE FORM 1' IN ORDER TO LIVE 'POURED ON GRADE' SLABE A POSITIVE ATTACHMENT.
POUR SLAB ON LAND PARALLEL AND IN LINE WITH T -;E PROPOSED LOCATION. AFTER LETTING CONCRETE CURE
FOR 21 DAYS, PUSH IN WITH A DOZER, CAT D6 OR EQUIVALENT,
IN PLACE 'LOCATION SHOULD LEAVE ENOUGH OUT OF "VATER Tit POUR THE NEXT SECTION WITH ❑UT WET
CONCRETE iTOUCHING THE WATER,
PROPER S40PE IS 14%
PROPER BASE FOR SLAB IS 1' OF SMALL RIPRAP OR SURGE STONE COVERED BY 6' OF #5, #57, OR #4 STONE,
i
PUSH SLAB DESIGN
SCALE NT
f►`IK_lA =►1l►i
1' -6" X 0.080 STD ALUM
HANDICAPPED PARKING SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO WD.
POST W /3/$ "CADMIUM PLATED NUTS.
RESERVED BOLTS AND WASHERS.
00 PARKING 9" x t' -0 "x 0.080 STD ALUM. SIGN 0 READ
"VAN ACCESSIBLE ". BOLT TO WD. POST
/ WITH % "CADMIUM PLATED NUTS, BOLA -S
v AND WASHERS.
9" X 1' -0" X 0.080 STD ALUM. SIGN TO READ
12" "MAXIMUM PENALTY $250". BOLT TO WD.
POST WITH 3/a "CANDIUM PLATED NUTS
BOLTS AND WASHERS.
GALVANIZED 2 /[ -BS /FT U-- CHANNEL POST
3/8" 1 -1/2" R 318" 1 -1/2" R
MID) (TYP) (TYP) MID)
!� MAXIMUM
PENALTY VAN
$250 ACCFSSIBL j
�r
MEN
FINISHED
GRADE
i
QS 20-R.8 - 1 =III =1 I 111=
12 .,
LEGEND AND BORDER - GREEN LEGEND AND BORDER -- GREEN
S- ACKGROUND - WHITE BACKGROUND -- WHITE
I—
TYPICAL HANDIll_Ac' �111 I,-- _ TAIL
FASTEN STRINGERS TO INSIDE JOISTS WITH
J X It A 111)
EPS FLOATS
—2' X 6" DECK BOARDS
—4' X 6' INSIDE JOISTS
—2' x 6' CROSS STRINGERS
i
23' 26 -1/2'
I
I
GALVENIZED NAILS
WOODEN FLOATING DICK DETAILS
SCALE NTS
N
oqRFill �Jao��
FILTeR D q CMP
ERIC q�T
SILT FEo SCALE CE [ ETAIL
NO
SIN•
PO
'TICS t�Yp•)
FINER F
AeRiC
a
SEE DWG. 3,4
FOR SCHEMATIC
TEN 2' X 6' 's
PERIMETER BAND
H 8d NAILS
i
0
`v
•
•
w
I
O
H
w
o
w
r'
m
•
CID
m
W
o
w'
r
'-
r
m
0
0
}
m
LL
m
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W
w
z
w
J
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U
w
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LLO
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a
❑
O
w
Q
o
w w
N
W
rn
cD
Q
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N ❑
w
C0
z
R
ADD VERTICAL PIECES OF REBAR
AT EACH INTERSECTION AROUND
THE PERIMETER,
i
1/2' DIA. !:GALVANIZED
4 STEEL AlI�HOR BOLT
4�
16"
NOTE:
SUPPORT LOWER
GRID WITH CONC
CHAIRS
NO T'r'
REBF42S NOT SHOWN
IN INIS VIEW
I- 4.3/8"
c
FOLLANSBEE PART
WD —TM SINGLE 'T' —
MAI F nP F[JIITVAI FN'
ANCHOR BOLT DETAIL
1�18,.�1 �z
❑NCRETE ABUTMENT
SCALE NTS
PLAN VIEW
14'—
SIDE VIEW
91 -1/2
0
3/4'x 3/4'
CHAMFER STRIPS
s' 115 -1/2' -�
1/2'x 7' BOLT
CONSTRUCT ALL FORM AT EACH CORNER
FACES WITH 3/4° PLYWOOD
NOTE, DRILL HOLES
;AFTER TACKING
'WHALERS TO THE FORMS.
NOTE:
THE L❑CATI ❑N OF THE 2'x 4' 'S
NEAR THE F❑LLANSBEE PART WD -TM
SEE NOTE 8 ON SHEET 1 OF 3 MAY NEED TO BE ADJUSTED TO
FOR CHAMFER STRIP PLACMENT FIT THE PART AND THE
2'x4' STUDS ANCHOR BOLT ASSEMBLY
241
l+­----V- 2'x �_' WHALER TYP,
CONNE C WITH
16d FOkM NAILS
OR
3 "x 5/15' BOLTS
FOLLANSBEE: PART WD -TM SINGLE 'T'
MALE OR EQUIVALENT. EXTEND 112'
ANCHOR BOLTS THROUGH FORMS, AND
FASTEN TO FORM WITH FLAT WASHERS
AND 1/2' NJTS,
2'x4' STUDS
16' � 16" O,C, --ROM CENTERLINE
REUSABLE CONCRETE FORMS
SCALE NTS
El MALE /FEMALE CORNER BRACKETS
ARE USED AT THE OUTSIDE CORNERS
OF AJOINING FLOATING SECTIONS,
STANDARD OUTSIDE CORNER BRACKETS
ARE USED ON THE LAST FLOATING
SECTION OF EACH DOCK,
NOTE: FLOATING UNIT WHICH ATTACHES
TO CONCRETE ABUTMENT SHALL BE
MODIFIED AS ILLUSTRATED BELOW.
BRACKET (MALE)
BRACKET (FEMALE
JTSIDE CORNER BF
I— I F-1 A i T N I (— Tl I—I (— I/ (- I-1 N I N I r- (-` T- T 71 N I T-) I- T n T I <�-
LONGITUDINAL BARS = #7's
TRANSVERSE BARS = #4's
USE 4,5' CHAIRS UNDER THE #7's
END VIEW
+
4'
USE A GROOVING TOOL TO PLACE 2' GROOVES AT A 45 DEGREE ANGLE DOWN THE LENGTH OF THE RAMP.
USE AN EDGE TOOL TO REDUCE CHIPPING AND SPOIL 1115.
EXTEND 0 REBAR PAST THE FORM 1' IN ORDER TO LIVE 'POURED ON GRADE' SLABE A POSITIVE ATTACHMENT.
POUR SLAB ON LAND PARALLEL AND IN LINE WITH T -;E PROPOSED LOCATION. AFTER LETTING CONCRETE CURE
FOR 21 DAYS, PUSH IN WITH A DOZER, CAT D6 OR EQUIVALENT,
IN PLACE 'LOCATION SHOULD LEAVE ENOUGH OUT OF "VATER Tit POUR THE NEXT SECTION WITH ❑UT WET
CONCRETE iTOUCHING THE WATER,
PROPER S40PE IS 14%
PROPER BASE FOR SLAB IS 1' OF SMALL RIPRAP OR SURGE STONE COVERED BY 6' OF #5, #57, OR #4 STONE,
i
PUSH SLAB DESIGN
SCALE NT
f►`IK_lA =►1l►i
1' -6" X 0.080 STD ALUM
HANDICAPPED PARKING SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO WD.
POST W /3/$ "CADMIUM PLATED NUTS.
RESERVED BOLTS AND WASHERS.
00 PARKING 9" x t' -0 "x 0.080 STD ALUM. SIGN 0 READ
"VAN ACCESSIBLE ". BOLT TO WD. POST
/ WITH % "CADMIUM PLATED NUTS, BOLA -S
v AND WASHERS.
9" X 1' -0" X 0.080 STD ALUM. SIGN TO READ
12" "MAXIMUM PENALTY $250". BOLT TO WD.
POST WITH 3/a "CANDIUM PLATED NUTS
BOLTS AND WASHERS.
GALVANIZED 2 /[ -BS /FT U-- CHANNEL POST
3/8" 1 -1/2" R 318" 1 -1/2" R
MID) (TYP) (TYP) MID)
!� MAXIMUM
PENALTY VAN
$250 ACCFSSIBL j
�r
MEN
FINISHED
GRADE
i
QS 20-R.8 - 1 =III =1 I 111=
12 .,
LEGEND AND BORDER - GREEN LEGEND AND BORDER -- GREEN
S- ACKGROUND - WHITE BACKGROUND -- WHITE
I—
TYPICAL HANDIll_Ac' �111 I,-- _ TAIL
FASTEN STRINGERS TO INSIDE JOISTS WITH
J X It A 111)
EPS FLOATS
—2' X 6" DECK BOARDS
—4' X 6' INSIDE JOISTS
—2' x 6' CROSS STRINGERS
i
23' 26 -1/2'
I
I
GALVENIZED NAILS
WOODEN FLOATING DICK DETAILS
SCALE NTS
N
oqRFill �Jao��
FILTeR D q CMP
ERIC q�T
SILT FEo SCALE CE [ ETAIL
NO
SIN•
PO
'TICS t�Yp•)
FINER F
AeRiC
a
SEE DWG. 3,4
FOR SCHEMATIC
TEN 2' X 6' 's
PERIMETER BAND
H 8d NAILS
Q) Lo z
°N�� 44
0 s� Z
Ei
C o
M =yam x
� z
w
�; 1r
SHEET
of 3
JOB NO.
004 -021
i
0
•
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