20091336 Ver 1_CAMA Application_20091221

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December 18, 2009
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MEMORANDUM:
TO:
FROM
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
DEC 2009
*EXAN63AND STOR rrqTER BMNCM
t
SUBJECT
Applicant:
Location:
CAMA/DREDGE & FILL Permit Application Review
Lawson Harbour / Tom Ipock
The project site is located at 114 First Street adjacent to Lawson Creek on the
south side of New Bern, Craven County.
Proposed Project: The applicant is proposing to develop an existing upland basin which would
consist of a 32 slip floating docking facility, the maintenance excavation of 211
yd' of bottom with the basin, the replacement of 688' of bulkhead, the
construction of a 28' space dry storage facility (with associated infrastructure)
and a 160' long wave attenuating dock.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
1/08/2010. If you have any questions regarding the proposed project, please contact
Barry Guthrie at [phone]. When appropriate, in-depth comments with supporting data are
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.
400 9MMIDe., Morehead City, NC 28557--3421 DATE Q e
Phone: [phone] \ I-AX: 252-247-3330 Internet: www.nccoasta mana4ement.net a
An Equal Opportunity 1 Affirmative Action Employer AMUM11b"
Major Permit Fee Schedule
Circle One
Development Type Fee DCM % DWQ %
I. Private, non-commercial $250 100%($250) 0%($0)
development that does not
involve the filling or
excavation of any wetlands
or open water areas
I1. Public or commercial $400 100%($400) 0%($0)
development that does not
involve the filling or
excavation of any wetlands
or o en water areas
111. For Development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if
A,B,C, or D below applies
111(a). Private, non- $250 100%($250) 0%($0)
commercial development,
if General Water Quality
Certification No. 3490 (See
d can be applied
III(b). blic or $400 100%( 400) 0%($0)
commer ial development,
if Gener I Water Quality
tion No. 3490 (See
attached can be applied
111(c). If General Water - $400 60%($240) 40%($160)
Quality Certification No.
3490 (See attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a uatic life
111(d). If General Water $400 60%($240) 40%($160)
Quality Certification No.
3490 (See attached)
cannot be a lied
IV. Development that $475 60%($285) 40%($190)
involves the filling and/or
excavation of more than
one acre of wetlands
and/or open water areas
V. Major Modification to $250 100% ($250) 0%($0)
Existin Major Permit

Check #
Amount $_ Project Name: ?G>1 C' lcu-
C f. J 0 c K-
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tom Ipock
2. LOCATION OF PROJECT SITE: 114 First Street adjacent to Lawson Creek (Craven
County) on the south side of New Bern, NC
Photo Index - 2006: 72-6288 grid (L-M 6-7) 2000: 72-841 grid (L, M 17-19)
State Plane Coordinates - X: 498253.274Y: 2581762.610 Rover # JJ120312A
LAT 35°06.202N LON 77°03.285W
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -11/6/08,12/3/09
Was Applicant Present -No, No
5. PROCESSING PROCEDURE: Application Received -11/4/08, 11/17/09 cc: 12/8/09
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Bern
Land Classification from LUP -Conservation, Developed
(B) AEC(s) Involved: Estuarine Waters, Public Trust Area, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - City Sewer
Planned - N/A
(F) Type of Structures: Existing - Upland basin with shoreline stabilized by wooden
bulkhead. Asphalt and gravel impervious surfaces with vacant
building.
Planned - 32 slip marina with floating docking facility, 28
space dry storage, 688' of vinyl bulkhead, and a 160' wave
attenuating dock
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
"Taunt T V1111I IRD OTHER
(A) Highground Disturbance N/A N/A 41,382 ft2
(B) Shallow Bottom 5,697 ft2 N/A N/A
(C) Open Water N/A N/A 8,913 ft2 shaded
44,400 ft2 incorp.
(D) Total Area Disturbed: 47,079 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC-NSW Open: No
8. PROJECT SUMMARY: The applicant is proposing to develop an existing upland basin in
the City of New Bern. The development would consist of a 32 slip floating docking facility,
the maintenance excavation of 211 yd' of bottom within the basin, the replacement of 688'
of bulkhead, the construction of a 28 space dry storage facility(with associated
infrastructure), and a 160' long wave attenuating dock.
9. NARRATIVE DESCRIPTION:
Mr. Ipock's project is located on the southern side of New Bern on Lawson Creek in Craven
County. The project site is found by traveling on Hwy. 70. Travel into New Bern, and turn
onto exit 416 toward Pembroke Rd. /Trent Woods. Travel 0.2 miles and turn onto NC-55
and travel 0.2 miles and turn onto Walt Bellamy Dr. Take an immediate right onto First St.
The subject project would take place on a 2.7 acre parcel and has an elevation of +6' NWL.
The project parcel is cleared and maintained; vegetation consists of native grasses and a
single tree in the center of the parcel. Presently, the parcel consists of an existing upland
basin with wooden shoreline stabilization on all but the eastern side. The property has
impervious surfaces consisting of a 14 space parking lot and gravel areas. There is a 5,670
ft2 building located 65' from the northwest corner of the basin. Impervious surfaces cover
approximately 7,565 ft' within the 75' AEC and 1,962 ft2 within the 50' Neuse Buffer. There
is maintenance excavation proposed inside the basin totaling 211 yd' and disturbing 5,697 ft2
of bottom. All bottom of the existing basin has been previously excavated.
The site currently utilizes the City of New Bern municipal sewer system. Adjacent land uses
consists of City of New Bern public right-of-ways on both the east and west sides.
The shoreline contains coastal wetlands along the section bordering Lawson Creek, there are
no wetlands within the basin, except along the east side where no shoreline stabilization
exists. The width of Lawson Creek at this point is 180 feet. The subaqueous substrate
adjacent the shoreline is predominately sand and silt. The entire shoreline within the basin
has been previously disturbed.
The Division of Water Quality classifies this area of Lawson Creek as SC-NSW waters. This
area is not a Primary Nursery Area. This portion of Lawson Creek is closed to harvesting of
shellfish. The portion of the parcel located within the 75' Estuarine Shoreline AEC is
classified in the New Bern LUP as Conservation; the portion outside the AEC is classified as
Developed.
10. PROJECT DESCRIPTION:
The applicant is proposing to develop a 32-slip marina directly adjacent to 2.7 acres of
highground with 999 ft. of shoreline. Twenty-nine slips are proposed to be located within the
existing basin and entrance canal with three slips proposed directly outside of the basin.
Approximately 211 yd' of material would be removed for maintenance excavation inside the
basin. Highground development consists of a 28 space drystack with dimensions of 80' x 24'
x 35' a minimum of 125' from NWL (with associated infrastructure), a 11,520 ft2 spoil
disposal area located a minimum of 125'from NWL, and approximately 0.95 acres of
highground grading. Also proposed on highground are three wood walkways measuring 6' x
10', 6' x 14', and 6' x 40.5'.
Impervious Calculations
Existing Proposed % 0 Impervious % Impervious
Impervious Impervious Total
75' AEC 7,565 ft2 8,642 ftz +1.9% (+1,055 ft2) 15.7%
50' Neuse 1,962 ft2 2,785 ft2 +2.0%(+823 ft2) 6.9%
Buffer
Proposed excavation totals 211 yd' of material being removed from an area approximately
633' x 9' around the perimeter of the basin. The excavation would disturb approximately
5,697 ft' of previously disturbed shallow bottom habitat. All excavation would be considered
maintenance in nature. Existing water depths range from -2.5' to -5.0' NWL. Proposed
depths, post excavation, are -6.0 NWL. The maintenance excavation of the basin would
connect to an existing entrance channel with a connecting water depth of -6.0' NWL.
Excavation would be carried out by an excavator and dump truck and spoils would be
stabilized onsite. An 80' x 24' x 35' dry storage facility is included in the proposal as well.
The structure would be four levels and have spaces for 28 boats. Vessels would be removed
from the dry storage with a fork lift, transported to the water, and launched at a designated
space on the west side of the basin. The transport area would be concrete over existing
impervious areas, with the exception of a 14' wide by 42' long concrete launch pathway
leading to the basin, which would be new impervious area within the 50' buffer.
Three slips are proposed to be located on Lawson Creek. At this location, Lawson Creek is
180' in width. This portion of the facility would be a maximum of 35' from the waterward
edge of the marsh. This portion of the structure is well within the property owner's riparian
corridor. The channel portion of Lawson Creek passes very near the location of the proposed
slips with a depth of 5'-6' NLW.
A new 32-slip floating docking facility of the following configuration is also proposed:
• Total access walkway of 757' x 6' for 4,542 ft' of walkway.
• Fourteen finger piers with dimensions of 29' x 4.5' for 1,827 ft2 of finger piers.
• 198' x 8' in platform for 1,584 ft2 of platform.
• 160' x 6' wave attenuating dock totaling 960 ftz located along the eastern side of the
basin.
Thirteen mooring pilings
Total deck coverage for the docking facility would be 8,913 W.
No SAVs or any other critical habitat were found in the areas to be excavated during site visits.
11. ANTICIPATED IMPACTS:
Highground impacts consist of 0.95 acres of disturbance. A 28 space dry storage facility
would be built in an area which is currently impervious. Additional impervious surface
would need to be added to allow the launching of vessels from the dry storage. A concrete
launching pad is proposed to facilitate the launching of vessels by a fork lift type machine.
Approximately 823 ft2 of impervious surfaces are proposed to be added by this project
within the 50' Neuse Buffer. Total for the 75' AEC is 1,055 ft2 of new impervious totaling
15.7%. The addition of new impervious within the AEC could facilitate additional
stormwater runoff into adjacent waters.
The proposed docking facility would incorporate approximately 44,400 ft2 of public trust
waters and cause 8,913 ft2 of shading impacts. Shading should not have a negative effect
on the benthic ecosystem due to the fact that this area has been previously disturbed, the
water depths would average -6' NLW, and decreased water clarity and light penetration due
to the increased levels of tannins in the adjacent water body. The project would consist of
3,411 ft2 of platform for 999 ft of shoreline. The facility would also add 32 wetslips and 28
dry storage spaces as well. This would cause an increase in usage in the areas immediate
Lawson Creek. There would be increased turbidity caused by the placement of pilings and
during the maintenance excavation, but any increased turbidity would be expected to be
minimal in impacts. To replace failing portions of the existing shoreline stabilization, 688'
of new vinyl bulkhead is proposed. The bulkhead and subsequent backfilling would not fill
any wetlands or critical habitat. The backfill could possibly enter the adjacent waters
during the immediate time frame before the area stabilizes. By properly utilizing a silt
fence, such runoff and associated impacts should be minimized.
One area of concern is on the eastern side of the basin. The applicant's property has eroded
to a point that the City of New Bern now possesses waterfront property within the basin and
possibly the associated riparian rights as well. This proposal includes a 160' x 6' wave
attenuating dock located directly waterward of the aforementioned area, approximately 15'
offshore. It is a possibility that the wave attenuating dock could impede New Bern's
riparian rights by limiting the ways in which its citizens could utilize the property and its
associated water access. The City of New Bern has voiced objection to this portion of the
proposal.
No coastal or Section 404 Wetlands would be filled or excavated during this project.
APPI WHIM for ? r
Major Development Permit
(last revised 12127106) IN j . ' ,t' :
3 3 6 North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
--- Project Name (if applicable)
Lawson Harbour
Applicant 1: First Name
Tom MI
W Last Name
(pock
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
3377 City
New Bern State
NC
ZIP
28564 Country
Craven Phone No.
252 - 638 - 1600 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Avolis Engineering, P.A.
Agent/ Contractor 1: First Name MI Last Name
Kevin Avolis
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
15564 New Bern NC
ZIP Phone No. 1 Phone No. 2
28561 252 - 633 - 006 8 ext. ext.
FAX No. Contractor #
252 633 6507
Street Address (if different from above) City State ZIP
5405 Morton Road New Bern NC 28562-
Email
[e-mail]
<Form continues on back>
2,52-803-2308 .. 11-333e4RCOAST ,, w)A;w,nccoasta,rianageme 3t,n t
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Craven 114 First Street
Subdivision Name City State Zip
N/A New Bern NC 28564-
Phone No. Lot No. (s) (if many, attach additional page with list)
- - ext. 8-010-029, 8-010-031, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Neuse Lawson Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
NNatural ?Manmade ?Llnknown Neuse River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
New Bern
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
999 120,610 SF, 2.77 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) 6 Feet ?NHW or ®NWL
e. Vegetation on tract
Grass
f. Man-made features and uses now on tract
Metal Building (Commercial), Asphalt and Gravel Parking, Fencing, Existing Bulkhead
g. Identify and describe the existing land uses adjacent to the proposed project site.
Commercial business to west; residential and commercial to north; residential to east.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
C-3 Commercial - Upland R-6 Residential - Basin (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
<Form continues on next page>

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.
Wastewater disposal to City of New Bern Public Sewer
o. Describe existing drinking water supply source.
City of New Bern Public Water
p. Describe existing storm water management or treatment systems.
None, Sheet flow of stormwater runoff only
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.
Commercial use marina with permanent in the water boat slips, boat hauling, launching and rack storage.
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.
Marina construction will occur from land and water using barge, excavators, pile drivers, graders and dump trucks.
d. List all development activities you propose.
Bulkheading shoreline, dock system construction, grading and paving of existing gravel parking, constructing haulout well,
construction of dry stack storage system.
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? 0.95 ?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.
Surface water runoff from upland development only.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ®No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
-5 2 -80 ,-2308 ., 1-8 38-4RIOAS T
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,lif applicable /n s a submitted m 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 City of New Bern Phone No. 252-639-7501
Address P.O. Box 1129, New Bern, NC 28563
Name Phone No.
Address
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.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of mpnowledge.
Date Je", ' Print Name , Tom I oc t
Signatu'r''e°., - --°
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
X,
s. ° 'n r iN '6iX13 T .. '3'v'd1/ w , ?3 'C SJ 3 s:# 3 i1 3 i7. [- i'{'$ Y3 . Yi et C
3 9
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)

Length None 255'
Width 166'- Varies
Avg. Existing 5.86 NA NA
Depth
Final Project 6 NA NA
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. Silty Sand
633 LF x 9 SF/LF / 27 = 211 CY
c. (i) Does the area to be excavated include 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
(ii) Describe the purpose of the excavation in these areas:
To re-establish slope and depth along perimeter of bulkhead to
desireable levels where sedimentation has impacted overall
depth and slope.
d. High-ground excavation in cubic yards.
None
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On-Site - Upland Area 64'x 180' = 11,520 SF
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ,?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
On-Site
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
.y y sr OAS IiZ26,'0567

3. SHORELINE STABILIZATION []Thiscfion nat applicable
(If development is a wood groin, use MP-4 - Structures)
a. ! YYC v? mwia ti U atau1 - V".
EBulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 1 Foot Waterward
of NWL - NWL
e. Type of stabilization material:
Vinyl Sheetpile

Width: 1
d. Maximum distance waterward of NHW or NWL: 2 Feet
Waterward of NWL - NWL _
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 1,ti32 Riprap Clean Sand
Breakwater/Sill Other
i. Source of fill material.
Permitted Borrow Pit
4. OTHER FILL ACTIVITIES 0This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? LJYes HNo UNA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Use of silt fencing along face of new bulkhead and around spoil Excavator, Pile Driver, Dump Truck
disposal area
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
[]Yes ®No ?NA site? []Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date Tom W. I k
Lawson Harbour Applit Nam 1
s.. V.
Project Name o
??? , ;?,.
Applicant Signature
., ., .?4a .. , x. ?.s.s »r, u1,- t?1; .. - Af ,11 f, - 1;a rrl nt, 51, fie'. 121;2,6"06
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. 2 Tax Parcels - 08-010-029 and 08-010-031
Existing commercial building and gravel and asphalt areas
to be reused. New 28 space dry-stack storage rack will be
constructed.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
No Residential 0.95 acres
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Existing stone surfaces to be renovated with concrete
activity begins. surfacing.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ENo ?NA
(ii) If yes, list the date submitted:
Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
g.
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
7,565 (Existing), 977 SF (New), 8,642 SF (Total) 71.5% ®Yes ?No ?NA
i. Give the percentage of the entire tract to be covered by impervious
such as pavement, building, rooftops,
on surfaces
d/or built-u (ii) If yes, list the date submitted: Concurrent
Concurrent approval sought for Stormwater Permit
,
p
an
or to be used for vehicular driveways or parking. Exemption Certification through DWQ
26.75%
Describe, proposed method of sewage disposal.
j k. Have the facilities described in Item (i) received state or local
.
Public Sewer -City of New Bern approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
Describe location and type of proposed discharges to waters of the
1 m. Does the proposed project include an innovative stormwater
.
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ONo ?NA
Surface runoff only through sheet flow action If yes, attach appropriate documentation.
«a-.;-.z mss. ,-.?? ? 4•",?a ... de.. -..,+' a t- .1 sr i dra q--3_il yii>ddL - b .F, ?r? .d`
a gM
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public Water - City of New Bern
o. When was the lot(s) platted and recorded?
Prior to 1970
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
Lawson Harbour
Project Name
Tom W. Ipoc
Applican ame
Applicant Signature
of
3',c"ys,`Sk*??''.
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 ?Public/Government []Private/Community
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
b. (i) Will the facility be open to the general public?
®Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number 3
(iii) Length 757 LF
(iv) Width 6'
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 198'
(iv) Width 8'
(v) Floating ®Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
32
(ii) Number of slips existing
0
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
®Other; please describe:
Existing land cut and access channel
k. Typical boat length: 30'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
13
[]This section not applicable
Piers included? []Yes ?No
14
29'
4_5'
®Yes ?No
f. (i) Are Boatlifts included? ?Yes ENo
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
® Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 32
® Dry storage; number of boats: 28
? Boat ramp(s); number of boat ramps:
® Other, please describe:
Haulout well dry stack storage short-term dockage
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed type - sailboats runabouts, small cruisers
1. (i) Will the facility be open to the general public?
®Yes ?No
?s52.?uts c;=o-ayta arta2--qMjD tt- ;-t- revised 12i27106
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. r
® Office Toilets
® Toilets for patrons; Number: 2; Location: Existing commercial use building on site.
E Showers
® Boatholding tank pumpout; Give type and location: Portable, at office
b. Describe treatment type and disposal location for all sanitary wastewater.
All sewer disposal to occur to public sewer system operated by the City of New Bern.
c. Describe the disposal of solid waste, fish offal and trash.
On-site dumpster. Disposal through City of New Bern municipal garage collection.
d. How will overboard discharge of sewage from boats be controlled?
"Closed Head" signage poted; visual monitoring, written rules and regulations.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
At all dock entrance points (3 total).
(ii) Give the location and number of "Pumpout Available" signs proposed.
At all dock entrance points (3 total)
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No maintenance activities proposed to occur at site.
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. 1
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fueling propos?d to occur at site.
j. What will be the marina policy on overnight and live-aboard dockage?
No live-aboard dockage allowed. limited overnight dockage allowed (2 days maximum stay).
k. Describe design measures that promote boat basin flushing?
No unique design features utilized. The existing basin is not being modified in any manner.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ENo

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 ONone
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes : oNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government I]Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. 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 160 LF (Wave Attenuating Dock) b. Average distance from NHW, NWL, or wetlands
19.5' - NWL
c. Maximum distance beyond NHW, NWL or wetlands
205- NWL
6. MOORING PILINGS and BUOYS El This section not applicable
a. Is the structure(s):
[]Commercial ?Public/Government []Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
?seed 12 7,136
acip ii, Y3 x
?i ^?? i. . Jv'noa.r3-.3itr? }rA's'3
,.
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15.69 Feet - Closest Point
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
b. Proximity of structure(s) to adjacent docking facilities.
292' West, 373' East
c. Width of water body
180 Feet
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.
d. Water depth at waterward end of structure at NLW or NWL
6' Inside Basin, 55 Outside Basin - NWL
8. OTHER ?This section not applicable
a. Give complete description:
See attached narrative.
l
Date
Lawson Harbour
Project Name
Tom W. Ip
Applican ame
Applicant Signature
Y w. OAST reAscd. 12,27!03
PROPOSED LAWSON HARBOUR MARINA
114 FIRST STREET
NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
Proiect Description
The proposed Lawson Harbour Marina project encompasses the development of a 32 slip marina
on a 2.77 acre parcel of land located at 114 First Street in New Bern, Craven County, North
Carolina. The subject property is currently developed with a commercial building and
commercial fenced storage yard. It is proposed that the marina be constructed in an existing
manmade basin located on the site. The subject property is abutted along its southern side by
Lawson Creek, a tributary of the Neuse River all located within the Neuse River Basin.
Existing development on the subject property includes an existing commercial building, asphalt,
concrete, and gravel parking areas, a fenced open storage area and an existing manmade basin.
The existing manmade basin is rimmed with a wooden bulkhead. The subject property is abutted
along its northern side by Walt Bellamy Drive, along its western side by First Street and to the
east by the public right-of-way of Bryan Street, all owned and operated by the City of New Bern.
Areas of environmental concern are located on the subject property. Specifically, a 75' foot
CAMA AEC is located on the subject property primarily established from the normal water level
as delineated on the project plans. Additionally, Neuse Riparian Buffer areas (Zone 1 and Zone 2
areas) are also located on the site as delineated on the project plans. Small coastal wetland areas
are located on the southern extent of the subject property immediately adjacent to Lawson Creek.
No other wetland areas are present on the subject property. The subject property covers a total of
2.77 acres. The subject property is located within the City of New Bern Planning Jurisdiction.
Development of the marina will be governed by the City of New Bern Land Use Ordinance.
A summary of the work included in the project includes:
1. Construction of floating dock system and haul-out well.
2. Construction of dry-stack storage space.
3. Replacement of deteriorated bulkhead.
4. Construction of wave attenuating dock along eastern side of dock system.
5. Completion of maintenance dredging.
It is proposed that a new 32 slip commercial marina be constructed within the existing manmade
basin located on the subject property. In addition to the 32 slip marina, it is also proposed that a
haul-out well be constructed to launch and retrieve boats. A fork lift will be utilized to launch
and retrieve boats. A portion of the dock system, the eastern most platform section will be
constructed as a wave attenuating dock section. A 28 space dry stack boat storage rack is
proposed to be constructed on top o the existing gravel surfacing on the western side of the site
as depicted, on the site plan. The docks will be constructed as a floating dock system.
It is proposed that the existing wood bulkhead bordering the perimeter of the basin be replaced:`
Specifically, it is proposed that a new vinyl bulkhead material be installed immediately
waterward of the existing bulkhead. It is proposed that a total of 688 linear feet of new vinyl
bulkhead be installed to replace the existing dilapidated wooden bulkhead. The extent of
bulkhead replacement is indicated on the project plans.
It is proposed that dredging occur to accommodate the proposed construction. Hydrographic
survey data of the existing manmade basin and the entrance channel in the Lawson Creek area
revealed that adequate water depths exist to serve the proposed marina in areas other than
immediately adjacent to the existing bulkhead where sedimentation and erosion has created
irregular depths. It is proposed that the area immediately adjacent to the new bulkhead
(approximately 9' wide x 633 LF) be dredged to create a uniform, stable slope condition. It is
proposed that a total of 211 cubic yards of material be excavated. The dredge spoil will be
disposed of on upland areas of the site and will be vegetated. Dredging will not occur in any
other areas or in any wetland areas.
The proposed project is located on Lawson Creek which is classified as SC, Sw, NSW by the
North Carolina Department of Environment and Natural Resources.
No boat maintenance activities will occur on the subject property. No fueling activities will
occur on the site. No permanent live aboard slip rental will be permitted.
It is proposed that the development as presented on the project plans be developed and
constructed in one phase of construction.
Public water supply will provided to each dock system. Public water will be provided through
the City of New Bern public water distribution system in the area of the project.
Public sewer is available to serve the project through the City of New Bern public sewer system.
It is proposed that a mobile pump out facility be provided at the marina. Discharge of this pump-
out facility will occur to the City of New Bern municipal sewer system.
The project area covers a total of 120,610 SF. A total of 32,287 SF of impermeable area exists
on the site resulting in a 26.75% built-upon area for the entire site. The total proposed built-upon
area within the 75' CAMA AEC area is 8,642 SF (7,565 SF - Existing, 977 - New) or 7.15% of
the total CAMA AEC area.
SPECIAL SE I ED NG NOTE. 1 RELEASE FOR PERMITS JKA 9/30/09
THE CONTRACTOR SHALL PROVIDE DRAWING INDEX 2 CAMA INITIAL COMMENTS JKA 11 17 09 v~~~tttittt~»of~~i ALL PROVIDE A GROUNDCOVER SUFFICIENT - / / ,~,r ~ARp~~,,~
TO RESTRAIN EROSI N 0 ON EXPOSEI VON EXPOSED SLOPES WITHIN THE SHORTER MCS - DOVER SNEET ~ ~ ~
OF 15 WORKING DAYS OR 30 CALE OR 30 CALENDAR DAYS FOLLOWING v NO. I)E Sr R!PTION BY DATE ~ ~ ~ M1 - E„ISTING SITE CONDITIGfV'S &
COMPLETION OF ANY PHASE OF GF PHASE OF GRADING; AND A PERMANENT ~ 1 73E~
GROUNDCOVER FOR ALL DISTURBED LL DISTURBED AREAS WITHIN THE SHORTER OF PROPOSED DREDGING T~e~=isior~s
5 WORKING DAYS OR 90 CALENDp M2 -SITE ~AYOGT P~AP~ ~~-,,cj~"~~E:.~~'~~y~~; 90 CALENDAR DAYS FOLLOWING COMPLETION r ,,~vo rrr
OF CONSTRUCTION R 0 DEVELOPMEN ;DEVELOPMENT. M3 -ENLARGED BASIN PLAN 1 ~ 6 , a~~~,~~>>`~
9 M4 -SITE DETAILS (c t T
NO LAND DISTURBING ACTIVITIES SHl ~CTI1~lIES SHALL BE CONDUCTED WITHIN THE 50' M5 -SITE DET,aI~S
N- EUSE RIPARIAN BUFFER AREA 1MTH R AREA 1MTH EXCEPTION OF THOSE ACTIVITIES
_ _ AUTHORIZED OR PERMISSIBLE WITHOI ~SIBLE WITHOUT PERMIT OR SPECIAL APPROVALS ~ ~
- OF THE DIVI a a SION OF WATER QUALITY, TER QUALITY. .e ° w r ~:r ~ ~ ~
~ ~ ~ dY YY c: x 1 tj ~ 1 I F y~~ ~ 5 F„
' S1E CONSTRUCTION SPEgAI CONDI110NS: u ry _°4A f I ~ 1 n A Rm„~'~ L_ ~ 1
NOTE: qAl CONDI110NS: ~ ~ ; A ~ _ x • ~ p' WE.., ~ '-a ~ ~ f ~ ~ ~ t ~ J i ~ 44 ~ °ar Fps eex + ' ~ O
1. All BROW MATERIAL TO BE UTILIZED C '1; : 0 ~A ~ J /'f aH ~ ~ ~ x qY v ~ '.e f-j L TO BE UTILIZED ON THIS PRO~CT ATE SHAH BE OBTAIH® ~ ~ O
THESE DRAWINGS ARE INTENDED TO DEPICT ~ ETHODS OF CONSTRUCTION F OR FRS A PROPERLY PERMITTED B~iR OW PIT. IITTED 80RROWPIT. ~ Il~"t~ .fi ~A ~ ,r^",s~ ~ ~ 1, ~ ~ ~ ~ fir, t4 V t?. / U1
PERMITTING PURPOSES ONLY. THE FINAL T ~ 2 All STRIPPING MATERIALS SflAll BE WA< S R~ CTURAL DESIGN OF TH E 1AlS SfIAI.L BE WASTED AS TOPSO~. ON THE PROJECT ATE. ~ mm
DOCK SYSTEM "
SHALL BE THE RESPON~ISILITY OF OT HERS.
°r n$~ ~ ~ ~ i~ a "(~fis ~f rr. ~
}~n, i 6 » '~f'~'~s~ L~"` ~ ~ e y$ya,S~ y { ~t~lE ~~J1 ~ ! ~ ~ ~ [ ,
i SITE DATA: / I ~I I I ~ W ~ s hie ~ t ~~m r ~ ~ ~~~~a. e. ~ a' due t ' t
/ / I ~ ~ I OWNER/DEVELOPER: TOM W. (POCK ~ 1 ~ \ti. ~ ~ ~ IAN f
I I P.O. BOX / ~ I z ~ 3377 -ZONED C-3 ~ I - I I / o m ZONED C 3 NEW BERN, NC 28564 _e, N 99 ~~M ~ jj L ~Y Nd~ y~~t C d~, '~y •'~L yun
I I~~I I a I [phone] t ff f flJ L
\ Ig I I ' ~------1---_1----J--_- ° I OVERALL SI LEGEND T:~~J~~,~ rt
J v L___1___\____L_~_ J TE AREA. 120,610 SF, 2.77 ACRES L - - - - - - SITE ADDRESS: 114 FIRST STREET XI
E STI _ _ WALT BELLAMY DRIU _ _ _ E 40 PUBLIC R W _ _ TAX PARCEL ID: 8-010-029, 8-010 031 EXISTING NEW H ` _ ~k ~ i y~ - pr J 5~'~ a ~ c ti .A ,~mfipg~ -~y}i ~k+r'~k ~.l r~.* ~x Y ~ ~
, (300 POLLOCK ST., NEW BERN, NC 28560) _ - SITE ZONING: C 3 (LAND ARtAS), R-6 (BASIN AREA) ~ l/ "a`1 YP` i/ ~t~t i,a,J r~ info- l'~'k~ ~ h'M n r I ,
~ -1 - - - - - - - - - - - - _ _ S' _ - - _ - PROPOSED CITY OF NEW BERN USE CODE: 6.210 ~ BUILDING - ~ ~ ~ ~ ~ C0 ~
~ - ~ SITE IS LOCATED IN SPECIAL FLOOD HAZARD ZONES AE SHADED X & X / I ~ > T /4 lJ~l ~ ~ ~ Yr Y "S1 ~ W
I I r ` I PER FEMA DFIRM 3720548900) HAVING AN EF FECIIVE DATE OF JULY 2, 2004. t ~ ~ ~ a
~ I I ~ ~ I ~ CONCRETE A „i, : ~ , Y ~a~
~ I / I TNOMASI.BANKSfl / , / / ;lir~9"SQFf~p9P0&V.a~71// / / I DENNtSR.BANKS f / / / - ~ ~ / AREA CALCULATIONS aq ~ J, ~ r °a
I / ~ / (SPREAD 2tl WIC YARDS, 6' 1NICK / / / ~ ( ~ I - OW 1688 PG 719 g I / , / / , WA%U1UN, MID;4EGEfATE ~ / ' / / / / 3 13 YA%~9 &-GIO-G27 i ~ ~ ~ 7/ / / ~ / , v TOTAL SITE AREA IN 75 CAMA AEC = USGS LOCATION MAP NOT TO SCALE
~ ~ I - ~ ( 54,982 SF ~ I I ZONED C-3 ' ' ~ ~ ~ ~ ~ TOTAL SITE AREA IN ZONE 1 NEUSE RIPARIAN BUFFER = 27,979 SF GRAVEL w ~
~ . I ~ TOTAL SITE AREA IN ZONE 2 NEUSE RIPARIAN BUFFER - 12113 SF I _ I
a I I s~a~'oo~E , ~ / EXISTING CONDITIONS: v i TOTAL AREA o v I ~~ox ~1~~'~~~~~~~~h'~1SOWdSQMf1,!?~i ~ z ~
I cep Z ~ ~ fl4,J73.74 SF / I c0 Z , ' / / 2.67 AC z ~ ( TOTAL AREA WITHIN 75 AEC = 54,981.76 SF (1.262 AC±, 45.56% OF TOTAL SITE) WETLANDS ,~n~n~a~~~~~W~a v,
I wm , i ~/~j / / ~ ~ ~ m TOTAL AREA WITHIN 50 NEUSE RIVER, RIPARIAN BUFFER = 40,092 SF (0.920 ACt, 33.21% OF TOTAL SITE) ~zro
\ _ - I I m ~ / ZONED C 3 I ~ I TOTAL IMPERMEABLE AREA WITHIN 75 AEC = 7 ~ W /EXISTING BUILDING ~ , ~ ~ W ,565 SF 0.174 At,_, 6.28 OF TOTAL SITE) W Z - i TO REMAIN % ~ ~ ~ z Z I TOTAL IMPERMEABLE AREA WITHIN 50 NEUSE RIPARIAN BUFFER = f~~l ~ ~~L~ ~ ~ o
I ( ~ 1,962 SF (0.045 ACf, 1.62% OF TOTAL SITE) z / - - / / ` - DREDGING AREA ~ ~ v° m o
I ° ~ - - - _ - ~ D PROPOSED CONDIl10NS• I _ dr R g~ /
TOTAL AREA WITHIN 75' AEC = 54 982 SF 1262 AC±, 45.56% OF TOTAL SITE U JO ° ~ ~ {.c~ / ~ lOE2k"VY P7~N KIPrR ~ C v ~ , ( o } vJ ,3~vLK ~ ~ Z J I ~ W Z CO
I - - _ . ~ ~ x ~ ° TOTAL AREA WITHIN 50` NEUSE RIVER, RIPARIAN BUFFER = 40,092 SF (0.920 ACf, 33.21% OF TOTAL SITE I ~o ;~><r~~~,~;~y~~~~..~,~; _ T~I~~ ~ z ~ S I TOTAL IMPERMEABLE AhkA WITHIN 75, AEC = 8,642 SF (0.198 ACt, 7,15 OF TOTAL SITE) ~ ~ ~ SILT FENCE ^?w~ ~ ~ N
~ x~„. ~ - ~v / m I ~ ~ I TOTAL IMPERMEABLE AREA WITHIN 50 NEUSE RIPARIAN BUFFER = 2785 SF 0.064 ACt - - z~.. ~ ( , 2.31% OF TOTAL SITE) --o-----o --~'--o-- FENCE ~ ~ N
I ~ ~,t .;~~a~;, E%ismNG anoD Duua~rD/~ Q TOTAL PROPOSED BUILl'~-UPON AREA ENTIRE TRACT = 32 287 SF 0.7 + ~ h,,, t.,..;,, ~ - r~~ WAEER EEVE1 ( ( ) ( 41 AC_, 26.75% OE TOTAL SITE) ~ ~ ~ _
T. m r.~y.,y G 7" 4E 4 5~ I UTILITY SERVICES: WATER -CITY OF NEW BERN PUBLIC CONTOUR 6 ~~oW
_,.~;~;;„~p f, - ~R -CITY rv-w, I . t~,,~;~,, ~+,r~r,,.~,~~~;~ ~.r, , I SEWS OF NEW BERN PUBLIC TREE LINE ~ m z
( .H'N„a1^ S.y~..S'+I.."~-,-f ~`1`'S 1YS~ 1~Z,,'..r' v ~ J1~ - _ - ..,~,W 45 '~i,!F,'y„.df~C.i+; ne~7ctii,~a t ELECTRIC CITY OF NEW BERN PUBLIC ~ o
I 'r.N~~`°~,6 ..~.;a.4¢ ~ ~ REFUSE -CITY OF NEW BERN .~r, >;';F ~ ~ ~~i . (PUBLIC ABBREVIATIONS ~ ~
3 £ Y b < DOCK SUMMARY ~Y~x w~,,,m I EPK E ~ `~s" ~ >i~ .~~a rr>~~:~:` TOTAL LENGT - EPK EXISTING PK NAIL ~
ys. „i ..,..,~s.,.:..;b.:.,,~„~;f ~ y~ ~ H OF SHORELINE ON PARCEL - 999 LF ~z~r ~.:~;;pN~~~;,~. PROPOSED MARINA I TOTAL NUM R - LF • ~ ~..R ~ ~ BE OF PROPOSED SLIPS - 32 L ~ a~' ZONED R-6 LF LINEAR FOOT
x ~ ~ ~~~~fi`~ x~~x~ : ~ E% WOOD mnKNEAD/ I TOTAL ALLOWABLE PLATFORM AREA 4SF LF z 999LF1 - 3 996 SF ~ya w:' r asn. NDRIWL WATER LEVEL ( / 1 r l~E li I w ~ ~ ~ y=,~ ~ ; - . . . ~ ( I TOTAL DOCK/PIER AREA PROPOSED = 757LFx6'W = 4,542SF V CF CUBIC F60T
CY CUBIC YARD
} TOTAL PLATFOR C I C ~ 'r ~ . ; ~ ~ ~ M AREA PROPOSED = 198LFz8 W = 1584SF ~ ~ ~ ~~~~,r ~ TOTAL FINGER PIER AREA = 14 EACHz29LFx4.5W = 18 7 R N R R~~N RIGHT-OF-WAY
2 sF / M i,ri l ry, ~ ~''n Y ~ r~.a - I I TOTA - ' _ , . , . ~ ~ , ~ - L DOCK SYSTEM AREA - 7,953 SF x _ ~ O NW
s y, ~ ~ F„~.~ ~ ~ ~ _ ~ I AL LENGTH NE - L N ~ o _ , TOT W BULKHEAD - 688 LF D NWL NORMAL WATER LEVEL
3 { ~ I GENERAL NOTES: .I ~ X1[1 .;~'-'s. -3
I 1. THE RECEIVING WATER ~ ~ -4 COURSE FOR THIS PROJECT IS LAVISON CREEK SURFACE WATER CLASSIFICA ~ I q I I TION SC, Sw, NSW,
. _ _Z HAVING A STREAM INDEX OF 27-101-41. / m~_ _I •
EkISDNC WOOp R 'nom,. ~ t~,. ~ I
i0 NEMAW ~ IXSEING WOOD BDWIf1J// 1 NDRkgL WATER lfVEl
_ _ 1189'10'171'1 156.
~ ~ i ~ -
\ \ G ~'ST ~ \ \ \ . \ ~ Ex~nmc ~ - - ~ \~1y 791 I I D / \ \ •08 \ \
~ 1 i / ~ ~ ~ ? ~"~INC WODDO EffAWN -G I -i \ •
~ ~ ~ I
-1Y v3 / Z / \ ~ NF _ ~ z I / \ \ ~
\ I ~ ~ ~ cH~RCN S~
~ \ I \ / \
/ I \ i / / ~ I \ ~ ~ I ~ STREET I I ~ ----~-.__._"__--CHURCH
/ / ~ ~ i , m ~
\ \ \ ~ ~ Z
/ ~ V \ . I v
- - \ \ t _ _ \ LI - -6\ I y\ R ~ i ~ ~
~ \ F ~ _ _ \ l \ \
, - ~ \ \ ~ ~ ~ ~ T, ( rn W
~ ~ - - A ~ ~ ~ ~
\ \ i ~ ~ / ~ -4
\ , / ~ - \ \ ~ _ - _ / / • ~ ~ SMALL ~ ~ yy ~ ~ ~ _ _ ~ ~ ~ \ MARSH
~ - - \ v ~ ~ / ~ 1 v ~ ~ i - ~ ~
i ~ A ~ v ~ ~ ~ ~ v , ~ 1 ISLAND ~ ~ ~ / v ~ ~ -z _ / ~ / / / ~ ~ ~ \ ~ l ~ w WALT BELIAMY R~ ~ ~ ~ DAMS ST
~ S~ \ ~ y ~ ~ i h ~ 1 _ / ~ RF ~ L \SQN CREEK / / ~
~ ~
~ \ - / i i' ~ ~ ~ ~ -5 ~ S ~ ~ W / r ~I I % /u'{ H ~ ~~o~ ~
- ! N ~ ~ L ~ fI I , ~ . I
- \ E ~~-1-0T 42 . O / I 1 , / • \ \ ~ ~ ~ / i ' ~ ~i ~ ~ ~
\ ~ ~ ~ , ~
~ ~ ~ A ~ V ~ \ - o _ ~ ~ / ~ \ \ ~ A ~ \ ~
• V ~ ~ C' ~ A ~ ~ i \ ~ ~ SITE ' Pa ~
\ \ ~ ~ ~ ~ I
\ ~ / /
~ ~ ~ ~ ~ _ ~ ~ ~ e ~ W - ~
1 ~ ~ ~ ~ / ~ LAWSON CREEK J ~ ~l
\ ~ ~ ~ ~ / / _
~ ~ ~ ~ ~ ~ .n~
~ - ~ \ ~ l \ ~ ~ \ ~ ~ i VICINITY MAP NOT TO SCALE 9
~ °I
_ ~ \ \ / i
~ 5 ~ ~ \ A ~ - \ ~ /,i / / i

!Y 7l A T'~ T r T i v .-v iv n:
u rc~rnl~, !~L~
60 0 !0 60 120 240
/ S:
OVERALL SITE VIEW \ \ \
SCALE 1 "=60' \ \ ~ , - - _ - - - - - - \ \ \ EXISTING LAWSON CREEK \ MCumcs ( IN FEET)
BOAT DOCK AND RAMPS ` \ / 1 inch = 60 ft.
07056 .r

t i I pG TT f1 ''1
I ~'i L At ~ ~ P~ I~~~~~IJ i ,1~,1 j ;J~~„~~ U i) r ~ ~ A r c ~ ' t ~~lIIHJII/~~~
/ i I I i ; ~ I I i ~ ~ I ~ I I TO~,IAN I ~ ~ C, h,9~ il~' ~~1~114~E~~ i ,I ~ ~ ~ ~ o
~ ~ PRIESTLY ~ :fit; ; ,9G;
~ R W ~ R~'W I I / ~ 21780419 I Ilc Ut' ~PTIC~~ e~Y DATt E L
~ THOMAS I. BANKS SYLUESTER G. BALIARD LAUGH B. ( I ROBERT TERRIS~ THOMAS I I ZONED R-6 T, ~oHr, I `~~T. JOHPvC MISSIONARY ~ 1 "738
~ ~ DENNIS R. BANKS FISHER MARSHALL MILLS, JR. ~ U HARRIS WASHINGTON ~ EDWARDS JR. - I L ~y:; E~~P I 16880719 U6b5~0363 24440102 15f4~0326 I ~ I 1915 0074 1915 0071 OS00 0737 THOMAS R,'W K,,v~ 3a TI: R,j'uv BAPTIST CHURCH ~~',~=~j l~T~;j'~~,
' 030++/04f0 .1 <'C`i~.a;~-~'~~~` ~ ~
i ZONED R-6 ZONED R-6 ZONED R-6 ZONED R-6 I ~ ~ I ZONED R-6 ZONED R-6 ZONED R-6 EDWARDS, JR. ~ I I ZOP ~ I ~ ( 09150237 ~ ZONED R-6 I ~ ~ ~ A~~~ ~~l?oizn~:t~
Q ~ I i ~ I ~ I ZONED R-6 I i
I o I I dF 1 ~J
--I---------I---------~ ~ E---------i---------I-----------i----~------~
ff~W _ - - - i
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- - - - (i , _
300 POLLOCK ST l f`1EW BER~1, NC 28560 Y, ~ ~ ~
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~ I L - - - ~ I q i ~ j
~ I - - - I I Th
/ I I ~ - - _ i I I ~ T - ~ - ~ ~ ~ T / i I f~ % / ~ / f / % j / ,EX ; I ~ GETATED `SCREEN ~ rJ ~i ~ ~
i / / / / / / / / / / ~ ~ I / I I ( / / / / / / / / / / / 'REMAIN) ~I ,7 ~ ~
/ / / / / Y I ~ I / / / / / / / / / / / ~ Wj W ~ . .
I I I ~ / / / / / / /~i / / / /i ( ~i~~~W C;j~~WH i
/ / / ~ / , / / / / / / / / ~ / / R~W Rig ~ ~Q
~ R W THOMAS I. BANKS & / / / / 11520 S . FT. SPOIL DISPOSAL AREA / / / / / I / I I / / Q / i / / I
DENNIS R. BANKS / / ~ / (SPREAD 211 CUBIC YARDS, 6" THICK / / / / I I _ I/ / / / ~ / / / / ~ I
DB 1688 PG 719 I - / / / / i /MAXIMUM, AND.~IEGETATE) i / / / / / I I I / / / /1 I TAX ID: 8-010-027 _ / / / / / / / / / ~ ~ ~ I I
LC_ / ~ / / / / / i _ r I I ~ / / / I
~ ZONED C-3 I / ~ / / / / / , / / / / / / / / ~ I I I I ~ / / / / / ~I ~ ~ I
I I ~ I' / ~ / / / / / / / . , I _ o
I -~/-~_--1-- ~ 1_~1__~Lv ~ I - ; o~ I i ~ ~ ~ ~
~ o ' i . , I I ~o I ~ N~
( ~ o v ~ ~
~ - I I ~ ~z ~
I ~ ~ I - - - ~tP-.~ ~ EXISTING GRASS ~ / I I ~ ~
I ~ ' ~ TO REMAIN ~ EXISTING RESTRODM I • ! F ~ Q n
I ? ~ c~~ 'FACILITIES TO REMAIN ~ rL`J w ~ W z a ! - _ X I Cl] ~_'9 ~ ~ LN
m~ ~ ~ ~ ~ i ~ I ( x ~ I, ~ ~ r-, _ -~i ~ W ' i
wz ~ ~ E~ISTI~?G BUI~DIN~~ ~ i ~ ~ CITY OE NEW BERN
\ , ~ ~ ~ ~ ~ I z ~ ar; of I ~ w LC. SCOTT, JR. w ~ Q ~ --~EX1STlI~G,OFFICE, TD REI~~AI~~ ~ 15'CRMAREC ~ ~ ~ l ~ I HOUSIN i HOUSING AUTHORITY ~ x Q
I~ i a ~ 1 ~I ~ ~ I 0516~015~ _ - -,='tOrT~E~~;1N ~ - - ~ F- 09 I 09100187 ~ z ~
I ~ ~ = o ~n _ D I ZOD ZONED C-3 ~ I ~n ' , ~ ~ - ~ _ I ZONED R-6 ~ z ~ L ~ ~
O - - I. z I I I ~ TI ~ - i ~ J l1~
j I~ , ~ ~ - _ ~ o I ~ v CO CRE E SI EWA K e°; ; I I- ~ i - I~~,. i lUNE 2 NEOSE RIPARIhN BUFFER ~ U ~
- ~ 7 EXIS ING ARK NG PACE _ I;''~. -~.1 ~ z I U _ o i ~ _ _ ~Y1Cai~I(; ~ W i`'~
I EXISTING-~ ~ ~ ~ I-:.~..'.-:,.__~ REMOVE 2p8LF EXISTING I I o ( CURB - ~ ~ i 6 HIGHCHAIN-LINK FENCE w I L/\IJ III V~ I~y~ ~ ~ Z
EX1STtNG 2~+~ GATE- ' ~ ,1~~11VG 1 ~ I w
EXISTING ASPHALT ~ f ~ ~°CONGRETL ~ N i NEUSt RiPRRINR BUFFER z W o ~ ~:..,:~XISTPNG. _ ZO E I o PARKING AREA ; . (~I3;~E~1A1. ~ _ _ _ _ _ _ n ~ ~ ~ N
~ i ~ ~ ~ ~ N
I - - , EXISTING WOOD BUEI(NEAD/ ~ , . ~
- / I ~ 7 EXIS ING ARK NG PACE NORMAL WATER LEVEL I ( - ~'')X W
I ~ EPK EI ~ ~1~ ` O
- ~ - EL=5.81' - - - - L~._ - - ~ .2~ t: - E! 5.62' , . _ w ._P 9~~~ E~~ ~ . EX1~STfNG ~ ~ n l _ - - ~ - - - - - - - - - - - - - i F' _ ~~y~ i ~
. ~ _ - i! I , . I _ C. L I I ~~ti
; XI,,TING - • • ? Y";.,.::. °.EXISTING• ~EENGE; ~ ~ ~ I ~ 111
CURB ~ . ~ I - R W i;• LIMITS OF DREDGING 633LF z 0.33 CF LF - 211 CUBIC YARDS) ~ I i I ~ ~ , ` , END Or EXISTING BULKHE D ; ~ I f°.1=
, ~ I I . ° : , , L;~lSE4NG T'REES.:..:.,.:.: : ,.LOGE :DR.~ I , 4;; I I
• ~~.~TO.~• E`REP~O'?E-0~... ~ r «Tj ,;I, I l I ~ 8. .1~~. G Auf E - : . . . I
a = . , ~'xf• i I . ~ ~ I :I I . r.. I
~ ~ I I J ~ : iKED+'~IiVi AREA I
~ : - ~ EXiSTi,NG ~ GRAVEL; ' i ~ I I ~ I I I I
m I Q ~•r~ Q j;'- I~
~ . I~ I Y cr r I - . ; . o : I I~ ~ SiLT FEPdCE ,
I , ~ • ~ 255' 'dARIES I ~ z .w.'. ~ ~ ) PROPERTY LINE I -
~ ~ II~I~ ~ ' ~ : ~ ` : ' • ~..i W i E STING WOOD BULKHEAD/ I i I x - _ , ~ Z .,I N RMAL WATER LEVEL ~ II ; i ; . I
_ N I ~ i i ~ ~ w ~ f~i,' ~ i I _ , z ~ , EXi~T,f~G BASIf~ , ~ ~ ~ I r- . i p~~NT~~'~R
. ~ 1~ I I ~ ~ ~~'I ; AREA TO BE DREDGED: - ZONED R-6 ~ ~ i TREE L?c~~lE
. ° rn r ~ - ~ ~ '1~~~%i° 633LF X 9' WIDE MAX = 5,697 SF ~ ~ ~ i
I Q'I i ~
o ~.~`-,E~1~~TIN1G.:~G'': GfiAiN~1:INK ~o~ c~ ~ I ~ EPK EXI`TINC PP PiAIL
~ ~ `':fENCR•:T0•~~EMAi1~:::~~ ~ ~ ~ ~ w ~ I ~ -ss- ~K. ~1 ' ~ I Y I-r:::~: ~ - :1:.-, SEE SHEET M4 FOR v ~ z. ~ CF LIPlEAR h001
o ~ :EDGE~~~F: j.~ . ' o ~ I ~ CF CUBIC FOOT ~1
TI G~AV ~ . , ' ~ DREDGING PROFILES I EXIS. NG EL ~ ~ ~ I ~ ~ ~ CY CUBIC YARD W
~ s, ~ qq - ~ ~ ~ j I;., I ~ I I I ~ R/~~v' Ric.-HT-~iF-U~~AY ~ ~
~ I lONf 2 NEU~ ~ ~ : i ~ _3 i / ~ RIP4RIq I I z N B`UFfFR i ~ ~ I
.LI I'I; i 'I , LIMITS OF ~ ; I I I NN~'C Nc`R~"~ry~'~ WATFFj LF;~~r_
DREDGING ' ~ ~ ' ~ ~ EXISTING GRASS 'I~l"' 63 • (3EF I . r i x0.33 CF - ~ i I ~ I / ~ ~ ~ W
/lF - 1 ~ ; ~ IP ~ ~ _ _ , _ 211 CUBI I
zoNF I ~r ~ _ ~ _ ~ - C YARDS ~ ~ ~ I LOUR 0 PARK Nfb~E R ~ - - - ~ ) ~_5 ~ , r I~gRIAN BUF ~ , _ ~ ~ ~ , O ~ ~ o
BERN EXISTING AREA LIGHT rER EPK ~ ~ _ _ _ _ _ i~ ; ; - J • CITY 0 - - - - I~ TO REMAIN C EE=5.34' - _ y ss ~ ~ i I i ~a ` Q., ~
I exl ~ - , I ~
ULKHEA EXISTING WOOD BULKHEAD I i EXTENSION OF PROPERLY LINE (TOR l;~ ~ E ~
EMAIP!) NORMAL WATER LEV L 168.38' EPK ~ I ~ ~ FOR DIMENSION~VG PURPOSES _ I ~ EL-4.75 ~ ; ~ ~ ~
PK ;1 :~I I ; ~ A ~ .
EPK - ~ , - - ; ~ ~ ~ i i ~ ~ ~ ti
-i ~ WETLANDS COASTAL UEGETATION ~ ~ • ~ ~ ~t ~ I'~ i~;, I ~ ~ . EXISTING GRASS , II ~ : , ~
I (TO REMAIN UNDISTURBED). ~ , I ~ , I \ EXISTING DOCK A ~ ~ ,.I.
6 < : EPK ~ ~ ~ ~ ~ J ~ ~ ~ I I ~ O
~ \ - - - - \ ;1• iG ~ ~ ' ~ I I I I A---- ~ H
YI~~TING WOOD U KH ~ ~;I ~ EXISTING ~ \ ~ E : _ B L EAD ~ ~ ~ , -~FLOATTPIG_DOC_K ' ~ ~X~TING WOOD BULKHEAD • ~ ~ ~ TO REMAIN ~<I -6 I i I WETLANDS ` ~
~ ~ , ~ ~ _ _ ~ ~ ~TO REMAIN) NU ~ , ~ ~~~I, I ' tis • ~ COASTAL UEGETATIOw ~N ~
~ - - - RMq~ ~ o _ _ it ~ ~ t I ..T _ _ AT ~ ~ TO REM9AIN JNDh~UR~EG, 7BED, _ ~
SHORE~I ~ . ' . I
~ _ _ Nt ' ~ ~ I ~ rn . - . ~ . 20 4
~ 3--_ _ - .EPK i I~
_ _ ~ / ~ ~ I 1 / ~ ~ p.
- ~ I ~ ~ ~ ~ ~ `i ~ ~ U~
LAWS01~ ,REEK - - ~ ~ i
- - <<. ~
_ SC Sw f~~W _ ~ I
~ I Ii~DEX 27-101-4~ ~ ~ I ~
I I ~ i I, ~ I o~~
i ~ i _ ~ I l;
i I 2~, W
I ~ I
_ _
- - - ~ I I ~ \
~ ~
~ , T-.rTr~ = r.
zu 0 15 30 it 120
A EXISTING-SITE CONDITIONS & PROPOSED DREDGING
Ml Ml SCALE I"=30) ( IN FEET )
FOR PERMITTING ONLY-NOT FOR RECORDATION, CONVEYANCE, OR SALES SALES _ 1 inch 30 ft.
07056

_
_
/ ~
/ I I / ~ I ~ ~ 1 RELEASE FOR PERMITS JKA 9~30~09
/ I ( TORIAN I / \ I I 2 CAMA INITIAL OOMMENTS ~I!,A j 1~17~09
/ / R W I- ~ R,~W PRIESTLY I THOMAS I. BANKS SYLVESTER G. BALLARD ~ H ~ I ~ I 2178 0419 ( I I ~~lttttltlY?llel/~~ _
/ _ U ~H B. ROBERT & DENNIS R. BANKS FISHER MARSHALL MILLS I U TERRIS THOMAS i I I ~ ~ ~ , ~
~ , JR. ~ _ I NARRIS WASHINGTON ZONED R-6 I 1688/0719 0665/c~63 2444/0102 1564 0326 _I EDWARDS, JR. I ~T JONN ( ~ ( 19150074 1915 0071 R W R W P~ ST. ~oNNS I~ISSioNARY NO. DESCh;~PTION I H31' ~ DATE w 9
I ZONED R-6 / 0800/0737 THOMAS r BA TI~ ZONED R-6 ZONED R-6 ZONED R-6 I v~ m I I ZONED R-6 ZONED R-6 ZONED R-6 EDWARDS, ~R. o3C R~`W BAPTIST CHURCH ~ AL ~
1 I ~ ~ I ( ~ 0309/0410 ~eVlS10T~S ~ a 16738
~ ~ I 0915/0237 ZON _ I Q I I I ~ ZONED R-6 o,
~ w ZONED R-6 ~e I ~ I I I sp l,i ~u ° r V 5,,
--~W- i I ~ ~---------~--------_I I. 'liilli&§s,v
L---- fr r~ .
_ _ _ _ _
- ~ VV _
300 POLLO - _ - - - - - CK ST., NEW BERM NC 2 8560 - CO r~
~I W ~
I __~rP / ~ R W tP / E l
i i I ~ ~ ~~I .
I I ~ i i I ~ I 1ao
i ~ ~ % % r T T ~ r ~ % _ ~ ~ I ~ I / / / / / / / -r T / I r ~i
I I / / / / / / / / / / / / I I ~
~ I / / / / / / / / / / / / / ~ ~ ~~~~Q I w
I / / / / / / / / / / ( / I ( / / / / / / / / / / i / / / / / ,n ul. C ~
~ I / / / / / / / / / / / / R W THOMAS I. BANKS & / / / / / ~ / / / ~ / / / / / / / R W
~ I I / / / /11 / / / / / DE ~ / / / ,520 SQ. F(. SPOIL DISPOSAL AREA / / / ( /W ~ FWa~ a ~ ~ . . i ~ ~ w~
/ i I NNIS R. BANKS ~ / / / SPREAD 1 / / / ~ i / / 2 1 CUBIC YARDS, 6 THICK / / ~ I I I DB ~ 688 PG ~ : ~ / / / / /MAXIMUM, AND VEGETATE ~ i / / / / /
'S TAX ID. 8-010-027 / / / ~ / / I a~~~~Q i
I / / / / / / ~ / / / / / / / /1 . ~ ( / / / / / / / / / ~ I I
I ~ I I / / / / / / / / / / / / / / ( ~ / / / / / / / / ~ / / / / / / / I I U I / / / / / / / / / ( i
. V / / / / / / / / / / / / / - I w coo I ~ ~ / / / / / / / / / / / / ~ o CITY I
m _ 1 ~ _ L ~ L _ _ 1 ~ ! .G ~J w cfl I OF ~ CITY OF NEW BERN
I ~ i ( ~ hOUSING ~ oo I I HOUSING AUTHORITY 9
I cy I 0910, 1 U Epp EXISTING VEGETATION TO REMAIN SILT FENCE B ZONEI ~ 0910/0187 ~ ~
~ z TYPE A LANDSCAPE SCR ~ U I ~ ZONED R-6 a o
I c~ I _ ~ EtP EEN M5 z / I I ~ ~ `n :~~Q ~
z z W a , ! ~ i ~ EXISTING RESTROOM ~ / z ( Z ~
I ~ ~ ~ ~ ~ ~ ,~~FA~iCITlES ~ B~, Al i ! EXISTING VEGETATION TO REMAIN ~ w w z~ " / i ~ ~ ~ EM N/ ~ m w w I I m ~ / / /d ~ ' ,i / i ~ TYPE A IAIdDSCAPE SCREEN x ( m m ~ ~ ~ ~ o ~
I ~ r-~~
w~ ~ ~ ~,EXI IP~~~I I ~ ST BUI~ d NG ~ ~ I ~w ~,Y , ~ ~ ~ ~ ~ ~
~.C. SCOTT, JR, w z Q E 'I~T ~ QEFI~ ~ z i I ~ ~ ~ , ~ . T(~ REMAIN ~ . - ~ z r=te nY ~ ~ _
0516 j0155 ~ ~fO,~RE AIN/ ~ ~ 75' CAMA AEC _ I ~ ~ ~ ~ PR POSED PORTABL CPU ~OU~ i • a , - i~
ZONED C 3 ~ ~ , _ d ~ ~7 v~ O r~l x
( EXI TIN ~ EXISTING D 1 Z ~
~ v '3 ONC ETE IDE ALK , . " ~ CONCRETE z I ~ I SUMMARY OF DOCK COVERAGE = ~ ~
ION 2 N E ELISE RIPARIAN BUFFER ~ a U I N CAl1PER 7 ING ARKI G ACE . I C0 RETE . ~ ~ ' ,.I _ PROPOSED DUMPSTER WITH z I TOTAL DOGK~PIER = 4;52 SF F~-~ w o
I o NUTTAL OAK ~ ~ ~ ~ o ~ ~ EXISTING 24' GATE I • 6' NIGH WOOD FENCE ENCLOSURE ~ I TOTAL PLATFORM = 1,584 SF , ~ ~
I w ' ' , E ' AND 12' WIDE GATE w I~JTAL FINGER PIERS = 1,827 SF
w o EXISTING ASPHALT m o I m o LONE 1 NEON RIPARIAN BUFFER Z 2 0 ~ PARKING AREA ~ F ~ 4 u1 TOTAL DOCK SYSTEIvi = ?,953 SF ~ ~ c0 ~q~ l
I ~ N CALIPER --I 9 I-- i • . 9• . 4 ~ ~ I cn TOTAL LENGTH BULKHEAD = 688 LF ~ N
SILT FENCE B ~ I I AL OAK ' ~ ~ u, ~
I--- M5 EXISTING WOOD BULKIif_AD ? I I ~ / (n ~ a 7 E ISTIN PA KIN SP ES NORMAL WATER LEVEL NEW BULKHEAD •`C I l~ % u~ N ~ "
' 6.::WI~E;VdQ` ~~WA1Nl Y EpK NORMAL WATER LEVEL I~ I ~ ~ ~ X W
A - a EL 5
, . ~ m z~ o
f I • , C OS~ HEA " SIGNAG ~i I E ~P ~ ~
" P~~4PbU ` A ILABL SIGNAGE r ° ,
I ~I ~ 't . I~ ' _ ~b~ END NEW LKHEAD ~ W n ` , ~ I r a :N~ ~•`~r° •1~ .12 -11 X10 9: ~ , I I W 8 7 ~ t~~~ ~ 2 1.,)
tY
LEGEfVD
~ (n ' y. " :U. ~
W W ~ NORMAL WATER I W ~ Q :NEB C~NC~ETL~03 R z LEVEL EXISTINr NEW
> ~ ~;;a> k~SISTIKIG.STONIi EASE ~ m f Q ,
z ~~E DETAIL A, SMEE~ ; M5 I . m, - a BUILDING
g ~ TOTAL NEW BULKHEAD = 688 LF ~ 15 I . ~ ~ 4 a> W NORMAL WATER LEVEL
~ , , . ~ _ w EXISTING WOOD BULKHEAD FINGER PI W W ..a . W.•~ ~ / ER ~ Y
ur ROOF;LE7~ ~ , NORMAL WATER LEVEL ~ I ~ 4, ; _ w SECTION D-D a ~ CONCRETE a
- v jp:. , : o _ ~ ~
O ~ I S!'~f'~3ETAll;.•G; ~H~~T:.•M5:; , W ~ r. Q •
. o h ~ .~p ~21I ti~ 2~3• 24 25. ~26~ i ~ 1 ~~~:~a ~ ~ W ~ - _ _ ~ ~ ~~7 z Q I CRAti`EL
x ; • , , C OS D HEAD" SIGNAGE - n. ~ ~ 20.5 MAXIMUM I : _ _ z - 19.5 AVERAGE ~ ~T, LE" S • ~ UM~Ot1T : A GE
• - o ~ - - ~ ~ ~ ::K T._ a WETLANDS
_ _ _
r, ' - - ~ I
I z 2 NEUSE RIPgRI ~ _ AN BUFFER 1 CIREDG!NG AREA R
v°-i n WfD~;Nd60D..1NALK~'AY I. ~l "..r
W _ BOAT LAUNCH/ ' o ~ HAULOUT AREA' . _ I
_ ~ B SILT FENCE - - . I SILT FEPlCE ^?V~?\,
10NE I NEUSE IP ~ ~ ~ , M5 NEW CONCREEE DRIVE FROM IAN BUFFER Ep - - - -
HAULOUT WELL TO XI I "C EL=5. z'-~--__ ' E ST NG LOSED HEAD SI AGE
EXIST! GRAUEL AREA = 897 SF "PUMPOUT AVAILAB - NG WOOD LE SI GE - CONTOUR -6
BUL KNEAp (TOR EXISTING W006 BULKHEAD EMAI ~ . N) TREE LINE ~ ~ I~T~ ~
NORMAL WATER LEVEL ~ ~ ~ ~ ~ ~ ~ ~ _ NORMAL WATER LEVEL PK _ EXTENSION OF •~ROPERTY LINE . ~ NORMAL WATER LEVEL - 15.94' ~ , ~ ~
- EL-4. fOR DiMENSiONiw~ PURPOSES ~ ~G1~ ~ ABBREIIATiONS ~
~ ~ EPK Eau ~ . --r-_ . 128'~~ ~ ~ ~ EPK EXIST)NG PK NAIL
~ WETLANDS~COASTAL VEGETATION . ~ ' I SILT FENCE B = ~ LF LINEAR FOOT ~ i~~'~ E
EXISTING DOCK (TO REMAIN UNDISTURBED) ly__; N R ~ M5 _ O MAL WATER LEVEL CF CUBIC FOOT ~
EPK, _ NEW BULKHEAD • ~ CY CUBIC YARD ~ ~ Q
NORMAL WATER LEVEL ~ ' EXISTING R~W RIGHT-OF-WAY ~
FLOATING DOCK ~ NORMAL WATER LEVEL ~ ~ ~ ~ EXISTING WOOD BULKHEAD • ~ `a~~. ~ ~ ~
. ~ ~ ~~g~ ~ .WETLANDS (TO REMAIN) ~ ~ ~ / ~ NWE NORMAL WATER LEVEL ~ ~
` ~ - ~ COASTAL 'dEGEfATION ~ ,a ~
• ~ {TO REMAiN UNDISTURBED)
. ~~G, ~
• END NEW BULKHEAD EPK
EL=4.74' .
~
~ f°"
,u 1 - _ NORMAL WATER LEVEL HATER LEVEL
~3~' _ ~31~ r-~
SAW SON CREEK
SC Sw NSW
1
INDEX 27-101-42 0
1
GRAPHIC SCALE
rA SITE LAYOUT PLAN 30 0 15 30 60
120
~~M 2 SCALE 1"=30' I «I
( IN FEET )
FOR PERMITTING ONLY-NOT FOR RECORDATION; CONVEYANCE OR SALES - 1 inch = 30 ft.
070

/ ~ i ~ , I / ~ I
~ ~ ~ , ~ ~ / / i ~'~i % I I / ; I 1 RELI=ASE FOR PER<tAITS (JKA 9~30~09 I
~ I 2 CAP~A If>>~~~iL COP~MEFI J_KA 11 ~17~09 ~euuir+lrri~,~,,TM'~~~°
; ~ ~ I
, oo ~ ~ I I --I--- ~ '~9
/ ~ ~ / i' ~ ; ~ ; ~ 75 CAI~R AEC ~ , ~ I I N0. DE':~~_;i?!PTIGN i ELY DATE r SEA = I
- ~ ~ i f I e 15738 c M i? ° 4
;PORT BLE ,PIJMPgUT % ~ _ _ ~ ~ I _ I i ~ ~ ~ _ s ° °
/ - I , f I r,~, ~i. ~ dC. d~`~
a , ~ I r ~~lr~~~id r ~ abia;~
di t~ a~ I ~
EXISTINGo .i. _ ~ a CONCRETE ' " I ° ~ ~ ~ ~ LONE Z IdE11SE RIPRRIRN BUFFER I
_ EXI LNG ~ I - I I
~ BETE ~ ~ ~ `d ~ a ~ - PROPOSED DUMPSTER WITH ~ m I i I
- ~ 6 HIGH WOOD FENCE ENCLOSURE ~ , ~ I
° ~ '",r~, p AND 12' WIDE GATE I ~ , ~ _ ~ d z ! O I q ~
°.M F i° ? ~ ~ I
~ . ~ : , m ' ' _ _ - ZONE 1 NEUSE RIPARIRN BUFFER z _ _ - ~ i ~ - ~ I o~ w ~ ~
'd, d ~ JU'.~ ~ W ( S ~1 i ~ ~
_ , ° ~ ~ I I ~
- - _ ° ~ ~ ~ B SILT FENCE ~ ~ ~ ALUMINUM GANGWAY w I • ~ EXISTING WOOD BULKHEAD tl / J m
° ' TYP. OF 3 . ° _ . - NORMAL WATER LEVEL U ~ ~ ? W
~ a . 225.04' ~ o I . , ° ° a.:: ~ i.~ E I ~ h~~~Q W
( ,~-6-:5 iD~ ~O:Op ALK AY EIP • ~ WIW~~..
n . , . ~ ^ --F- r. g - - L-5 b2 , i I Oi~~W~ r
I ~ - _ 15.1 I ' - . _ r, ` W , a.~ ~ W I ~~J~~~
. a ~ . ' . - - - _ - ° ~ ,j, _ ~ ( Q;i~QUQ I
' I ° "CLO ED HEAD" SIGNAG.-' ~ _ - _ I ' I
i , I~ 1~EW C>7N~f~PE-OVER,p, ' UMPOUT VAILABLE" SIGNAGE ' ° .EX~STiNG STONE BASE y~ I ~ ~ ~ - ~ ( Q I I
i G i '~I r~ t I e e I -I ~ i I ~ a I I ~ END NENi BULKHEAD • ~ ~ ; ~ . ~ ~ I ~ I I 1 ti I I I1 9 , 3 ~ 7 ~ ~ ~ ) I i T.~ ( ) l V.: ' EE ~ ~ ~~J. I .S ' ~ DETAI ~ ~ SHE 13: 1 i
I
i -I- p. ; ~ ;1G - . ~ . . - I 0
a ' L 2...- ~ 1 ~l 4 , ~ 1 ( I I ~ ~
` - U ~`0~ 1 1~ i I I' 1 I I 1 'i 11 I I I ( a ~ o
' ~ 112.9 a ~ ~-15.58' 15.57 26.65' N to I ~
i i i z ,T , W I ~z I
~ ~ I = I ~ I I I ~~J~
• ~ Q TOTAL NEW BULKHEAD - 688 LF a I I ° ~ ~ ~ SECTION A-A I I I , 1 ~
• ~ m BASIN CROSS _ ~ I C~ I ~ ~
Q~ ~ I I ° ~ I ~ ~ I I~-~ c
° 8 'A : ~ ~ - SEE SHEET M4 FOR BASIN DOCK - I ~ I a~ ~ ° ~ w tz , ; I ~ ~5. I SU~~~9ARY OF DOCK C(1VE~AGE
' .:a , ° ; ~ ~ W . NAULOUT CROSS SECTIONS I ~ i I IiI ~ TOTAL DOCK~PIER = ~;5~~k2 SF ~ ~ o Q
' ~ , a ~ g I I ~ ~a~ `EXISTING WOOD BULKHEAD 6' ~ Y I TOTAL PLATFORh~ = 1,58 SF ~ z
~ .4.. . ~ o ~ NORMAL WATER LEUEL i 39.15' ~ ~ . I I i I TOTAL Fl"dGER PIERS = 1,827 ~;F ~ z ~
~ a,..~„ w - - i , u. - ' a• c~.. w C' o o ~ o_ - - - o I ~ I n. vu'~i l o o I 1 I TOTAL DOCK SYSTEM = ;7,D5j SF ~ ~ ~ o
. ~ ~ . e rJ ~ ~n
' Y I p , ° Ala I i r _ - y C,+: ~ I U ~ I ° • i O ~ y ° I TOTAL LENGTH BULKHEAD = h58 LF O~ ~ m o
' I~ i~ ~ I ( ( ~ c ~ ~ ~i
. , a. ~ ,i ~ ~ I I r ~ I ~ W ~ ~ ~ 1 20.5' MAXIMUM ' 18 I ~ W Z CCi
~ ~ r- , I ~;20 ~ 21 1 ~23 o I I r c1J~ ~ ~ ~ , ~ • ~ i , _ _ , ; _ _ ~ _ -:.14 ~ ~ z ( 19.5' AVERHGE • I ~ d- ~o
d , I ~ ~ u
. _ ~ N
. 1- _ - - - ° ~ CLO ED HEAD SIGNAG - - ~ - - c~~ ~ _ ~ ~i ~ n n I C _ ~ vm~z
. PUMPOUT AVAILABLE SIGNAG - ~ ~ ` ~ I - _ - ( I F o
y i ~ L - - - - _ 38.69' 16.44 - ~ ; . ~ 157.04' - _ - I . I o~
6 WIDE WOOD WALKWAY C ~ ( - _ _ , .I ~
9.. ~ - l ~ ~ ~ i ~EGE~~ID
° ` NORMAL WATER fl ~ I ~'A~1 ,
R~ ° ° ` ' ° : 4.. . ' _ ~ ~ TEti~PORARY SNORT-TERM DOCK GE ~ i . (
.d- _ - I ':::SEC: - ~ I I
- i ~ .""~-.......,..ems ~4 Ter~PO I 'T i HAULOUT AR ' , a ~ 2~° _ RARY ~ SHOR - 1 I BUILDING
~ - ~ , T TERM DOCK CLO D HEAD SIGNAGE - < < AE
_ , n ~ ~ ~ _ ~ i i ~ _ , "PUMPOUT AILABLE SIGNAGE , .
'S _I LONE 1 ~ , - - ~ f ~EUS~ _ I CONCRETE J
RIPARIA ~ - - I N BUFFE EP ~ ~ - _ , . „ _ I - ~ R = - - ( 1
- ~ 6 WIDE W00 WALKWAY 95 ~ ~ ,r . EL= 4 ~ - ~ - _ ~ r
~ - I , ; - GR A'dEL
i
- ~ EXISTING WOAD BULKHEAD ! ` ~ 6' ' ~ ~
Ai AT R LEUEL EPK . 'I NORM _ W E I l -EXTENSION OF PRp~PERTY LIME _ 1 ~ WETLAr~iDS
B SILT FENCE E~_ ~ I i FOR DIMENSIONING~PURP~~~ES
EPK I t ~
- - ~28~ . SILT FENCE E3 I. 1 ! I ` ' DREDGING ,AREA
~ M5 ~ : ~ \
~ p _ c~ , I Q I SILT FENCE ^?w~~
~ Y ~ ~ ~ l' I : ~ I o ~ ~ 0 o FENCE ~--u-- ~
_ CONT~IUF --6-~ ~
- \ ~ ~ 'I: g I _ ~ ~ ~ V I ' ~ I I I ' ~ ~ ~t w
~ NEW BULKHEAD o i I ( TREE LINE ~ ~
~ r ~ r. ~ ~
~~~ISTING WOOD BULKHEAD ~ ~ 29_ ~ -o i ~ ~,~ETLAIJDS ~ . ~i ( ~ ~ I )S~ A,eBREVIaTIONS ~
~ - ~ I ~ , cn TO REMAIN ~ ~ I A ~ ,i ~ CO ~ L UEGETAII~ N - - - _ _ ~ ~ ~ ~ ~ I ~ iETA1I~N EPK EXISTING PK NAIL ~ ~ ~ ~
- _ ~ TO RE. ~,If ~ UNDISTURBED LF LINEAR FOOT ~i ~ ~ DISTURBED) CF CUBIC Fool ~ ~
o ( 1
I ~ . w I I . _ ~ I 1 - CY" CUBIC YARD ~ ~ ~
_ _ - ~ I ~ ~ , ~ ~ . _ . . I i / _ _ END NEW BULKHEAD _ , i - 7 ~ ~ . . . R%W P,IGHT~-0E--WAY ~ UD ~
. _ / ~ I ~ ~ . N`v"JL NORMAL WATER LEVEL ~ ~ ~
i ~ - I ~ ~
_ ~ , ~ 30 ~ _ ~ 6i 1 I ~ ~ ~
- - - - 3 ~ ~ I I ~ W ~ ~ ~
- - ~ ~ I
I I ~ ~ ~
~ ~ I ~ ~ ~ ~
I I ~ 3~) I ~ ~ 31 ~ ~
- - - - - 1 1 - _ t I ~
I-- SHORT-TERM DOCKAG-~ •i ~ I ~ ~ ~ I ~ ~
I I W
LAWSON CREEK I I I
SC Sw NSW ~ I I ~
> / I I ~ ,
INDEX 27-101-42 ~ / I C~
I ~
f
I ~ ~
I ~ I
~ ~ 1 t ~ I ~
_ ~ ~ _

GRAPHIC SCALE
' 20 0 10 20 yip ` ao
A ENLARGED PLAN
FOR PERMITTING ONLY-NOT FOR RECORDATION , ' - CONVEYANCE, OR SALES - ( IN FEET )
1 inch = 20 ft.
07056

1 REEF_~,, FOR PER",4iTS JKA 9~30~09
2 .~~~rE, I-__"_~_ ~.~G1u1w1~~1T~, ,l,,a, 1 ~~17~09 ~>~~'®~~i,!
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W L~ ~ Li ~ L1 W ~
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m = Q Q Y W L~ ~ ~ U U wag _ W Lei.. ~I ' ~
z m TOP OF NEW BULKHEAD = 6.0' TOP OF PJEW BULKS `v P OE r~lEW BUE KNEAD = 6,0' ~ ~ o
6 x w ~ ~ h - w z
~ ~ Q I
0 0 ~ w W , ~~z~
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6
TOR OF NEW BU KNEAD = 6.0'~~ 6 4 4 ' ~ N ~ ~ U ~
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4 _ _ _ _ _ _ 4 ~ ~ X ~ z Q L~_____- Id)MINAL FiER ~~~!DTN - - ~
_ ,-r~OAiII~iG DO
2 -tEOAiIPiG DOCK ~ ~ z 00 ~ ~ ~ 0
_ _ _ 2 ~ ~ m O
'~VAb'E ATTENi)A ING DOCK (PLATFORM]
NORMAL; WATER LE'~/EL SE DETAI ~ L D, SHEEL M5 . _ _ NORMAL WATER LEVEL j i ~ ~ W ~
- ~ L1Wf ~ ~;Wf ~ - - - ( ~ W z ~
O ~ _ _ - _ _ _ _ _ _ _ i 0 O ~i r ' - _ ~ ; r,;-----_~-,~~ r~ ~ ~ ~
I ~ ~ ~ ~
BOAT IA NCf 2 _ _ . _ _ _ _ _ -2 HAULOUf ARI BOAT IA NCN~ ~ ~ NORMAE ~~iATEi LEUEE I n ~ . , ~ U x w HAJLOUT AREA ~ NGRP~1nl- Cdr LEVEE m ~
!
_ _ _ _ _ _ _2 ~ _ , 3,14„ DEE RIN I-I.^ ~ ~Fi~E~ ~IEIi,~ ~ ,I'E ~ _ - - - ~ (HOOP RO~~~F 'E ~ (OP i 10('J~+E; ~ o a.
- FI.O~ rP~~~ FIIdG~ `J P~E P ~ ~ ~
4 _ _ _ _ 4 _ e_ ~`-TI~~`~,~1~EP, PILIPJG
;LIMITS OF D EDGING j - _ ~ 63~LF x-0:3 CF/LF-= 211 CUBIC YARD - _ / T
EXISTING BASIN BOTTOM=-6'± ,
_ _ _ 6 6 3 - _
PROPOSED BASIN BOTTOM=-6' LI ITS OF DREDGING
- - - - - 6 3LF x 0.33CF/LF = 211 C BIC YARDS ~ c ; , EXISTIN~~ 6A~Ih BOi ISTING BASIN BOTTOM ~ ~-EXISTING,iPROP~~~ECr E'ASIPd
_g _ _ _ _ _ _ . _ _ _ 8 EXI TI
S NG BASIN BO OM LIMITS OF DRE GIN WITS OF DRE DING-~ 1 ~
3 633LF x 0.3.5 F~LF = 211 CUBIC ARD ~ 6 211 CUBIT ARDS 3 z W
-o ' DATUM ELE'V j
-20.00 ~ PROPOSED BASIN OTTOM -6' PnCPOSED BASIN BOTTO =-E IASIN BOiTO =-6'
I
~ N O I~ N N r7 u7 rp u7 d- p i s !
~ ~ ~ I I I I ~ J
-8 -J
h - i
ii
k 1 6~ SECTION A-A THROUGH BASIN
~ -10 NOR, SCALE: 1 -30 -10 M3 M4 `>EC-~~1`~ D--CI TNhC:JGN i i!'JCEP PIER
VERT. SCALE: 1 =3 ~ ~ ni1=~ P`10 I TO S1~-AEE
i - -
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-12 -1L
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~ - I ~ ~J ~
-14 -14
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D~ TUM ELEV DATUM ELEV
-15.00 -15. DO ~ ~ ~
~
p~ O O ~ ~ ~ ~ CO ~ W ~ ~
~ I
~ ~
~ ~ ~
~ ~
2 SECTION - ~ -~T ~ ~ T
B B THROUGH HAULOUT 3 ; , ~E~.I~N C ~ .HR( „ , 1 C-C THROUGH NAUEOUT ~
NOR. SCALE: 1 = ~ ~ 1°- M3 M4 20 hCr. SCA . M3 M4 ~t ~ -2 CASE: 1 "=20'
UERT. SCALE: 1 =2 r 11 ~ 1 ER t . S~ht~_. I ~CAEE: 1 "=2'
1
- FOR PERMITTING ONLY-NOT FOR RECORDATION, CONVEYENCE, OR SALES -
07056

{
1 RELEASE FOR PERMITS JKA 9/30/09 _
r~~1lt~#If11tf~ 2 CAMA !P!iiAL COMMENTS JKA 11/17/09 ',~~t~A;~~drr,~, ~
oo° ° oq~~~,r~
SELF ANCHORING
METAL POST Q 6' O.C. MAX TIMBER PILE N0. DE`~~~RIPTION BY DATE ~a Z PILE
~~V1SlOTIS ~ °e m
12 GAUGE 6 X 6 WIRE MESH • ~ GiNa~~v~~~~
3' FILTER FABRIC rr~~~~~ ~~~A~ p~~~~
~4 @ 12" O.C. /1t
1 "R 6 EACH WAY
HD GALVANIZED STEEL j
FLOW RECESSED INTERIOR PILING GUIDE ~ EXISTING GRADE ~y ~ ~ ~ ~ REINFORCED CLEAT CONNECTIONS (STANDARD
y `s:' ` OPTIONAL , ~
' 2 Ci~tC`5 ~4. C ~ ~~t,.)':~~c~f: i,)CJ CJ'(JtJI~$ ' Cfl
0 00
I~s~ s EXISTING OR NEW 8" STONE 3 ~ (2) ~4 CONT. ~ Q ~ I
BASE AS INDICATED ON PLAN 0 DECKING OPTIONS WITH 300 ~ ~
/ SERIES SAS SCREW FASTENERS ~ ~
00 00 ~ , , ~
~ ~ ~
A .NEW CONCRETE SECTION B
NOT TO SCALE SIFT FENCE M5 W
M5 NOT TO SCALE w
BRIDGE MEMBERS TNRU-BOLTED -BOLTED ~ ; / ` \ a ~ ~ W
TO FRAME MEMBERS (EMBERS ~ ~ ~ ~ ~
MECHANICALLY LAMINATED P-~ UD Q ~
~ DOUBLE BANDING (210 SERIES)
HD GALVANIZED STEEL REINFORCED ~ TRIPLE BANDING (310 AND ;;12 SERIES)
INTERCONNECTIONS (STANDARD) THRU-BOLTED TO FRAME MEMBERS ° o
~ -
c HD GALVANIZED STEEL ° ~ \ TIMBEF` PILE
DIAPHRAGM (AS SPECIFIED) ~ ~ ~ ~ ~ ~
° ~ O ° o a
~ 3~4" Di LRIN LINED EXTERIOP, PILING GUIDE ~ ~ coo °
(HOOP )R ROLLER TYPE) (OPTIONAL) ~ z I
~ oo ~'~J~
12 SHED ROOF, 1.12 SLOPE ~ 1 ~ HD GALVANIZED ' ~ ~ ~ ~ ~
0 ANGLE BRACKET ~ Q
° ~ INTERIOR AND EXTERIOR `a~ ~ ~ ~ U ~ w=~
~ a _
~ °o ' ~ ~ ~ X
~ ~ STEEL FRAME BOAT STORAGE RACKS HIGH DENSITY POLYETHYLENE ENCASED EPS FLOTATION ~ ~ z ~
FINAL SIZE CONSTRUCTION AND SPACING PROPOSED ~ ~ o ~ ( ~ ~ 70% TO 900 COVERAGE (210, 310, 312 STANDARD) ~ ~~z~
TO BE SPECIFIED 8Y MANUFACTURER W DRY STORAGE BOAT RACKS W ~o~o
4 HIGH x 7 BAYS = 28 BOATS UTILITY CHASES LINED WITH Imo
MONOFILAMENT GEOTEXTILE FABRIC ~ STANDARD DIAGONAL BRACING & CROSSMEMBERS > ~ ~
W ( ) (STANDARD) I I ~ w r~ I 1 fr~WZcO
W X k~ ~ ~
z Q J ~ ~ N
t M ~ ~ N ~->~U
~ 25' 24 W
o (NTS) ~ E n. ' F TYPICAL FLOATING DOCK ISOMETRIC DETAIL ~ u m W
_ _ M5 0 M5 NOT TO SCALE
- - ,a ~ _ o a.
C , SECTION THROUGH DRY STORAGE BOAT RACKS
M5 SCALE: 1 =10
LAYOUT POINT =FRONT FACE OF PILING
W s J Q J SILT FENCE
(/7 ALUMINUM GANGWAY (WHERE APPLICABLE)
J W W
PROPOSED GRADE w J W J
00
5 5 1(- 5 I 1(-
-11
10' WIDE ~ ~ 10' WIDE ~ N

TIMBER WHALERS ~ E-~
TIEERODIZED ( ~ ~
6' DOCK WIDTH ~ U~
~ ~
10' - NORMAL WATER LEVEL ~ ~ ~ 10'
NORMAL WATER LEVEL ~ i-FOOT CONSTRUCT NEW BULKHEAD ~ ~ i -FOOT WATERWARD OF EXISTING BULKHEAD NWL -1 FLOATING DO ~K SYSTEM ~ ~ ~ Q
FOAM-FILLED DOUBLE VINYL SHEET PILE ~
~ FLANGE POLYETHYLENE FOAM-FILLED DOUBLE z NWL -1 FLOAT DRUM TIMBER TIE-BACK PILE
FLANGE POLYETHYLENE LE NWL 2 WHERE APPLICABLE)
FLOAT DRUh~ 0 0 0 0 0 0 0 0 0 J
m NWL -2
N;~, o000 0000 EXISTING WOOD BULKHEAD NW'L -3 ~ ~ ~ ~
(DEPTH AND CONSTRUCTION _ ~ ~ ~
NWL -3 MAY VARY, FIELD VERIFY) ~ -NWL -4 ~ ~
NGE WATER-FILLED DOUBLE FLANGE WATER-FILLED DOUBLE FLA (==f_ri=f~= z _ EXISTING BASIN BGP~OM
POLYETHYLENE FLOAT NWL -4 POLYETHYLENE FLOAT
DRUM WITH FLOW HOLES DRUM WITH FLOW HOLES ~ ~=~~iwi~ -5 ~ W
ELEVATION SECTION -iii-i i - - - - ~ _ ~
NWL -6 ~ ~ ~ I z ( _~-I ~ PROPOSED BAS(v BOITOf<i - ll="f1T=f'fl-
i t hI I I-11-1 -1 I-1 hI I-1 I I- I I-1 I-1 I= I I-11-' ~
~ WAVE ATTENUATING DOCK =1 I =1 = I I I-i I-I I = I - --I I- ~ I
.111,,,11-1~1_I~I-i?-III-1il- ~~I Ili--+~~
M3 M5 NOT TO SCALE E NEW BULKHEAD C ~ULKHEAD CONSTRUCTION 9' MAraMUM oREDGINC WIDTH
M3 M5 EXISTING BULKHE)
NC BULKHEAD PRESENT)
NOT TO NOT TO SCALE
--V 0](ISfi
FOR PERMITTING ONLY-NOT FOR RECORDATION, CONVEYENCE, =NCE, OR SALES - ` 5