20031372 Ver 1_COMPLETE FILE_20030114

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Noelle Lutheran
WO Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Eagle Point Homeowners Assoc. County New Hanover
Project Number 03 1372 County2
Recvd From DCM Region Wilmington
Received Date 11/4/03 Recvd By Region
Project Type new pier section
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA vegetated FT-0 N F__ 18-87-(11.5 SA ORW 30,624. 0.05
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y O N Did you request more Info? Q Y Q0 N
Have Project Changes/Conditlons Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Cond p Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to this pro-ject as proposed,
A 401 Water Quaility Certification is not required. NIL 11/07/03
cc: Regional Office
Central Office Page Number 1
Ak WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
October 30, 2003
MEMORANDUM WETLANDS/ 401 GROUP
TO: Mr. John R. Dorney 3711 Nov 0 4 2003
Division of Water Quality ®3 WATER QUALITY SECTION
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Eagle Point Homeowners Association
Project Location: 8000 Bald Eagle Lane, Wilmington, New Hanover County
Proposed Project: To construct a new pier section (5' x 30') at the terminal end of the existing pier and
extend the floating dock, two boat lifts and tie pilings approximately 30' waterward of
their existing location.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 25, 2003. If you have any questions regarding the proposed project, please contact Jason Dail at
910-395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Eagle Point Homeowners Association
2. LOCATION OF PROJECT SITE: 8005 Bald Eagle Lane, Wilmington, in New Hanover County, adjacent to
the Atlantic Intracoastal Waterway (AIWW).
Photo Index - 1995: 22-261, M,N-17,18 1989: 4 175 15, Q,R-7 1984: 18-232, N-11,12
State Plane Coordinates - X: 2375375 Y: 194821 GPS File: 0-102319A
3. INVESTIGATION TYPE: CANIA
4. INVESTIGATIVE PROCEDURE: Dates of Sits Visit -1i0//23t/2 0sent - No
ff Received - 100/16/2003, Completed - 10/28/2003 Office
5. PROCESSING PROCEDURE: Application
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation and Resource Protection
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private (residents of association)
(E) Wastewater Treatment: Existing - Private Septic
Planned - N/A pier and
(F) Type of Structures: Existing - Six single-family residences, existing p
docking facility
Planned - Relocate existing pier and docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A [AREA]
7. HABITAT DESCRIPTION: nn F.nCTF.n ELL
Q
(A) Vegetated Wetlands (Shaded)
(B) Non-Vegetated Wetlands (Open Water)
800 sq ft
1,422 sq ft
!I (C) Other I I I
Highground
(p) Total Area Disturbed: 2,222 sq. ft.
(E) Primary Nursery Area: No Open: Yes
(F) Water Classification: SA-ORW Pen:
8. PROJECT SUMMARY: The applicant proposes to construct a new pier section (5'x 30') at the terminal end
of the existing pier and extend the floating dock, two boat lifts and tie pilings approximately 30' waterward of
their existing location.
Eagle Point HOA
Page Two
9. PROJECT DESCRIPTION:
The applicant's property is located at 8005 Bald Eagle Lane, in Wilmington, New Hanover County. The
project area is adjacent to the Atlantic Intracoastal Waterway (AIWW) and is located in an area locally known
as Porter's Neck. The pier is situated along the eastern shoreline of the Eagle Point subdivision (later referred
to as the subdivision) between two residences (lots 4 and 5). The entire tract, including each lot within the
subdivision, is approximately 3.73 acres in size. The pier is located on a'/z acre parcel that is common to all
residence within the Eagle Point subdivision. The community parcel has approximately 50' of frontage along
the AIWW.
To get to the site: take NC Hwy 17 north from Wilmington. Turn right onto Porter's Neck Road and go to stop
sign. Take a right and the Eagle Point subdivision will be on the left, approximately 1/2 mile from Porter's Neck
Road.
The high ground portion of the property contains six single-family residences. The elevation at the site varies
from approximately 7 feet to 21 feet above normal high water. Vegetation at the site consists primarily of live
oaks, lawn grasses and ornamental landscaping. There is a broad band of coastal wetlands, primarily Salt
Marsh Cordgrass (SpartinaAltern j2ora), located along the eastern shoreline that extends easterly from the high
ground portion of the lot approximately 160 feet towards the floating dock.
Currently, Eagle Point subdivision consists of seven (7), privately owned, residential lots. Out of the seven (7)
existing lots, six (6) have been developed and contain single family dwellings. Two of the lots within the
subdivision (lot five (5) and six (6)) currently maintain an existing wooden bulkhead. The subdivision also
contains a centrally located common area, which is situated at the southern end of Bald Eagle Lane. Tile
common area extends from the center of the subdivision down to the AIWW between lots four (4) and five (5).
From there, the common area becomes a small peninsula that extends approximately 30 feet waterward of the
adjacent properties. The entire section of the common area that borders the marsh contains rip rap
(approximately 100 feet). The community pier begins at the terminal end of the common area and extends
roughly 220 feet in an easterly direction towards the AIWW. A 10' x 16' gazebo is located at the eastern most
end of the pier and an 8'x 16' floating dock attaches to the gazebo from the east. A 6'x 152' section of floating
dock runs parallel to the AIWW and connects to the 8' x 16' floatings dock from the south. From the main
floating dock, there are four (4) 4' x 16' finger docks that extend outward towards the AIWW. The entire
docking system provides mooring/dockage for up to eight (8) vessels. Of the eight (8) existing slips, two (2)
contain boatlifts. Currently, there are sixteen (16) tie pilings located waterward of the existing docks that
provide guidance for vessel dockage.
The Division of Water Quality has classified the waters of the AIWW, in the vicinity of the subject site as "SA-
ORW". The areas adjacent the subject property are NOT designated as Primary Nursery Areas (PNA) by the
Division of Marine Fisheries, however they are OPEN to the harvesting of shellfish.
PROPOSED PROJECT The applicant is proposing to construct a new 5 foot X 30 foot section of pier on
the eastern side of the existing gazebo and extend the existing floating dock and associated structures
waterward approximately 30 feet. The applicant is proposing the relocation of the floating docks in order to
achieve greater water depths at low tide. The applicant would also relocate the two (2) existing boat lifts and
associated tie pilings approximately 30 feet waterward. The configuration of the floating docks, boat lifts and
pilings would remain the same. The overall length of the pier, floating docks and pilings would extend roughly
292 feet from normal high water (NHW) and would incorporate approximately 2,222 feet of estuarine and
public trust waters.
Eagle Point HOA
Page Three
10. ANTICIPATED IMPACTS
The proposed fixed pier would result in the shading of approximately 800 sq. ft. of Smooth Cordgrass
(Spartina alterniflora). The pier addition and relocation of the floating docks would incorporate approximately
1,422 sq. ft. of Estuarine and Public Trust Waters. The project would not extend more than 1/4 the width of
the water body and would not exceed the established pier length along the same shoreline or encroach into the
required setback from the federal channel. Minor increases in turbidity can be expected during pile placement.
Submitted by: Jason Dail Date: October 30, 2003 Office: Wilmington
Form DCM-MP-1
APPLICATION*
(To be completed by all applicants)
b. City, town, community or landmark
PORTCR S NECK , W ILM I FJUV4
1. APPLICANT
a. Landowner:
Name EAG(.E 'PoINT'Ex??rd6K5 A?.?oclATOn!
Address RcM 6AI..D EAGLe L .MG
City WIL.,AINGGTbtd State NC,
Zip 2b403 Day Phone 910 -Mo3-571;q
Fax 910 - -1(o3- 5-U6-1
b. Authorized Agent:
Name
Address $O17S BALD eACrt.E L4 NE
City WILMikiGT64 State NG
c. Street address or secondary road number
&o013ALP EAGLE LANG 5R41401
d. Is proposed work within ? limits or planning
jurisdiction? _' Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) _TITRAtDpbTAL WWMRW44.
6e L4 -" C12q L-- le..
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
1b MW1; E)uS-lUjal FLOAMkX4 UOCkS' 30'
CLc*G1Z TV' IT4E NAVAArioM GNANNSL
6 tMEM T-4e t=?usTlN?afilxED?l?(? 3oI
Zip Z ll Day Phone 910 7(03-S1?Sq
Fax q10--7(0-?X-'5-X0-7
c. Project name (if any) ELYA.E Fbi MTOW J6Z&
aS60Ci pri-100 yoc-k fLG LoeA wpj
NOTE: Permit will be' issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Devi AANoga-R
b. Is the proposed activity maintenance of an existing
project, new work, or both? E50TI?
c. Will the project be for public, private or commercial
use? PRIVkiv
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. EA15' 1M& F-0AV/JQ V0Q4,S
51-PoN &xbM 9) L&W Ti o6 . Pi??iPoMr Tb_
Made Lbc1c.5 v' SE P01-14 N@u3 PIUMQ5
en&No P1eR 30' Pegonlo egs t-J&
CiNLO 3 0 .
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5.1'5 Ac tZwex
b. Size of individual lot(s) • 5 ACRE5 t'
c. Approximate elevation of tract above MHW or
NWL VARIE5 t=2o M IM I. W To a GV• 'L I
d. Soil type(s) and texture(s) of tract
5ANDY LOAM
e. Vegetation on tract -TREES, st4Ru15S 4
GRASSes
f. Man-made features now on tract GQAJDL'DRavE,
'PUMP H?uSE, 5?•1oMES d:'PtER '?c?5
g. What is the CAMA Land Use Plan land
classification of the site? (Cona,ilt the local knd use plan.)
? Conservation Transitional
Developed Community
Rural ? Other lc'L-??
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? ? Yes No
(Attach Zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes ? No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eli ible property?
Yes t?No
1. Are there wetlands on a site? ? Yes No
Coastal (marsh) Other
If yes, has a delineation been conducted? 00
(Attach documentation, (f mWlabk)
m. Describe existing wastewater treatment facilities.
5009TIG 51q5T9 MS
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
5URPACe RUNoEF
o. Describe existing drinking water supply source.
EFOA Weu.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form DCM-MP-I
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name AVeWSL zgT-j WNBRS A 5cC. C/o CAMS
Address tv30 Lr1Ra 4UTfe RD. '50119 1
Phone WtI.MItJC?ToN G 2?4o?j
qto- ZSCO -'&Iol Z
Name M Ke SAUS
Address
t-4NE
8010 O?WGA&L6
Phone 1131w?1 i N NC- Zb4l l
CJIo-?o8l?-02?
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NovJe.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 10 day of 0C.1. , 492D0'5
Print Name AeNrzq W Joi4m% t`1
Signature
landowner ektk ed Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
_iDCM MP-3 Upland Development
Z/ DCM M MP4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
RPvierA ni»s
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial
Community d R
other sections of the Joint Application which relate to -
(2) Number
this proposed project. (3) Description of buoy

a. Dock(s) and/or Pier(s) (Color, inscription, size, anchor, etc.)
(1) _ Commercial -Community ? Private
(2) Number S 5LI P2,
(3) Length 40' (4) Width of water body
(4) Width 20' (5) Distance buoy(s) to be placed be
(5) Finger Piers ? Yes No shoreline
(i) Number 4
(ii) Length 14P
(iii) Width 4' f. Mooring structure rooatlift, mooring pilings, e
-- '
(6) Platform(s) Yes No (1) - Commercial Community ? Pr
(2) Number 2
(i) Number (3) Length 25'
(ii) Length (4) Width ??'
(iii) Width PAQ.Top Eif-Jun el 5t.1ps
(7) Number of slips proposed _$ g. Other (Give complete description)
(8) Proximity of structure to adjacent riparian
property lines 'loo't
(9) Width of water body Soo'
(10) Water depth at waterward end of pier at
MLW or N-W`L t'@ PI&2 C-Nc"
b. Boathouse (including covered lifts)
(1) Commercial 0 Private
(2) Length GsACrtI.E Ifie r1'("ow'WS AsSAG. t ROUZ
(3) Width Applicant or Project Name
c. Groin (e.g. wood, sheetpile, etc.) C.?
(1) Number signature
(2) Length(s) IC) :)err.
Date
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length o
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW,. NWL or
wetlands
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name RoN i-1E5tit?TZ
Address 6004 5ALP Et?it- = l.?aE
Phone WIt,MINGToN i G 2$x-11
q10- coe c-33t(o
Name -ri G A 55
Address WO Gpc-* .5
Phone W1L441 tell NC' ll
gto-to6?o?1'??4
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N0 e
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. 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 conditions
and restrictions contained i,i the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 10 day of OCT. -,M9--7P-015
Print Name AeNr4-4 1n1Jo N ?
Signature
landowner 0-4-iZed Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment In the
space provided at the bottom of each form.
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------F- Existin Gazebo !09 DOCK PLAN i/8" g
SPECIFICATIONS:
Scope of Work:
1. Furnish and install floating docks and fixed pier as described in the drawings.
2. Work shall include permits, materials, labor and services as necessary to complete the Work.
r 3. Remove and dispose of waste ma#erials including existing pier piling not to be reused
G and other framing materials now existing on the sfte.
Materials: Brackets etc. as sold b Craft Hardware Z ( Y ) O 01. Bolts, washers, plates, cables, cable connectors, turnbuckles, brackets and other H Y1
hardware not designated otherwise shall be hot dipped galvanized steel O
02 Lumber shall be .41b retention CCA treated Southern Yellow Pine. Q
03. Piling shall be 2.51b retention CCA treated Southern Yellow Pine. H
04. Styrofoam floatation billets shall be 1lblcu. ft. density EPS. U
05. Billet wrap shall be 6% filter cloth. O 06. Nails shall be Annular Rin T 316 Stainie S V g ype ss teel in sizes as indicated. N "
O7. Screws shall be Type 316 Stainless Steel in sizes as indicated. N Z
08. Dock bumper strips shall be Salisbury white Salcor #500 as sold by Defender Marine Q
H (860-701-3400) or 1"x3" Puritan as sold by Craft Hardware. ;
09. Cleats shall be 10 inch black nylon as sold by Craft Hardware. N ~ Z
10. Piling caps shall be white PVC in conical design as sold by West Marine or Craft Q Q Hardware in sizes to fit existing piling. W J
z a
Workmanshi : 3 N p O; Y
01. Verify all existing dimensions before beginning the Work. W V
02. Check all pilings for deterioration. Pilings wiH be replaced on a cost basis as stated in ~ O the Proposal as a unit price. O O
03. Reseat any piling which after checking were lifted during the storm. = t
04. Cut all pilings to the lowest existing piling height and cap as specified using 6 S.S. _ J
roofing nails to attach. F-
05 Construct docks and ter as detailed with cuts bet uare an ve is e W p rig sq d rt al m tubers Z
I installed plumb. H 06. Round over (5/16"R.) all edges of lumber members exposed to view and as follows: O
a. Decking edges and ends. d
b. Band edges and ends. W ~
c. Handrail ed es and ends. J 9 <
O7. Pre-bore bolt holes with bit diameter 1116" la er than bolt diameter. O m ~ Q 08. Nailing:
a. 2x8 'oists to bands; 3#15P A.R. thru band to each 'oist. W 1 1
b. 2x4 floatation purlins; Z#10P A.R. thru to each joist.
c. 2x12 bands to 2x8 bands and joists; 2#10P A.R. ~ 12" olc,1 112" from top &
bottom edges.
d. 2x12 bands to each other; 2#16P A.R. ~ 16" olc 2"from top & bottom edges. e. Decking to joists; 2#10P A.R. to each joist. Nails at ends shall be started 1
J 112" from ends, angled approx. 30 deg., and driven into joist to avoid splitting
decking.
f. 314" thick handrail members; #6P siding nails at 8" o/c,
fIG Cullu wren e~rh hillet wi4h fiMnr rlnlh nc~Nv fnlrlinn cnrle enrl fee4nn ~Innn fnn mem
vv. r -Y r.-aq. ......vwa ..nn oavvrvuq nwu~ wtinry vnwair array rauwn arvny aver . "?.I
with SS nails. 10. Floatation billets shall be continuous, one piece units for each dock section length.
11. Decking shall be spaced apart 1410P nail diameter. Where decking lays out such
that the last piece in a run is less than 2" in width, use a 2x8. SHEET
12. Decking over ends of dock sections, over piling hoop bolts and 1 board 48" shall
be removable using 3 114" #10 F. H. screws with square drive bit recess.

_ _ t
6 7 8 10 4 5 !0 !2 13 !4 !5 !6
2 3 . ~
9 F.K?EC m rr6t:r
1/2"+ Eye bolt 8~-3° (VERIFY) 5~-0" (VERIFY) with 4° sQ washer 9y c,
and 2 nuts
q,~" 1~ 4~ 1~••5~ 1=5+~~~ 4~" q~, i_q~~ i_6~, 1~-6~~~ ~_6~~~ 1, 6~,~ 4~,~ ti+.!
2ti2 2x12 ~V181~ 2x8
~a I . '
5/8"+ Bolts, typ
A Craft Hardware br ced
corner bracket, t pical
1/2"+ Turnbuckle
I o with open jaws an I I I I pins - typical , I ,
~ . . . . . . . . . . . . ' - - I I
.IN ~ ~ ~ Thimble and cable clamp - typical
~ -I 2x8's
V ~ ~ 4" Sq. X i/4"
~ ® ® thick washer i 2xi2's
~ 5/8"+ Bolts B i
i I ® ; ; ® Splice
ix8 Treated ted
- ~ wear block o m :k
~ ~ , _ a 2x4's @ 24" o/c
- v n
u ~ ~ ~ u ~ l0"/ Pile ho p ho 23"x12" Flotation billet
~ n ~ N a P ~'l I
I lh 1 1 I I I I Q
inrr ~ ® ® ® Q I I ~ ~ tll I I ~ 1 1 I I I I
" C ~ ~ N~
I i o a^ 0 0 5/8"+ Cable
i i ~ o n o ~ ~
v i ~ -m U
W M
14=7"= VERIFY " 0 Billet thru bolt f' O 0 H .o I N
0 I I ~ ~ ® I I ~ ® ~ I I i
® I I ® ~0 I I -I I I I ~ 0 U
284 TYPICAL FINGER DOCK SECTION E 3/4" " " v ~ Q .
4 REQUIRED 0 Z 0
2=6~' N
D _ u i~ N Z N O F'
SEE 2E5 N "
NN
0 I I J I I t I 1 I I I I I I I I = J
M
i/4"Round exp. corners -m ~ 7
-I Handrail - N •N 2x2 @ 24"o/c .o _ ~ F~
'N ~ 314" x 2 i/2" Handrail -o N
N with i/4"R edges N
}
2x2 Cedar E Q Z M"
2x6 Decking 2x2 Cedar pickets with 1/4"R ® ~ ~ ® ® ~ ~ ~ ® WW
eased edges @ 24"o/c 2x2 Anchor with I
(3) lOd nails
to 'oist and beam _ " ; ~ 2E5 TYP HANDRAIL SECT i i/2 .o
® ~ 6 `o >
i (2) 2x8's Beam 1-3~ a
a w
3 ~ 5/8 Galv bolt Yp a}. 3' a} 1~ 5/8 / Bolts, typ i =v 'p ~
Treated 6'/ piles o ' ~ .I ' ~ ~
@ 12'-0" o/c " F- 2x6 Treated with 45° chamfer ~ F Min penetration 8 -0 " 0

5 8"1 Galv bolts ~ do r w / N14 x 3 SS PH Sc e 6 holes typical
" 4} 3~ 71° 5/16"+ x 3 1/2" SS FH
2
MATCH ST 601t, nUt and WBSher j PIL IOTH
10" Cleat I I 1 t I
® ' ' I I
2x8 Crossbraces 4$' ® ' I ' ' 2x8 Blocking
1=6 1=5 1=6~" = i/2"+ eyebolt, 4" sq. washer, thimble 6 cable clamp a 6 2 nuts.
G 7/8"1 Counterbore for " recessed nut and washer m 4L6" PHii
2F2 TYPICAL PIER SECTION 3/4 PHii -3/8 deep 5=0" 2
2F5 CLEAT DETAIL ~ i/2" H I~
I 2t 1 1 M 1 M ~ O
2x 12 20!! TYPICAL 8 !6 /C !7 DOCK SECTION 3/4 2Di5 !6 RAMP DOCK SECTION A 3/4 a
1 EACH REQUIRED 1 REQUIRED ~ U ,
2x8 2"+ Tension cable hole ~
2x6 decking a, NOTES: N - 2 + Waterline hole i. Dock section plans shown with 2x6 decking removed. (n Z
1_6~, 2. 0, q,~ 1,
H ~ . .
2x8 Joists F- J N H
s ~ , I I I ~o~~ - 2D11 Q 0 0 2x12 Bands Q
I I W N F„ Z=
® I 2x4 Billet purlins W M
ii n n 12x23 Flotation billet ~ s
Q n n 2x4 n N n ii W u ~ 5/8"+ Threaded rod or ~ Y
u n ii 2H11 " bolt with washers and nuts Q V n n 0
p 11 ~ O 4 Sq x 1/4 Thick washer
" ~ "
2D8 TYPICAL 20 DOCK SECTION C 3/4 21 2H4 TYPICAL DOCK END CONNECTION 3/4 2Hi! TYPICAL DOCK CROSS SECTION 3/4" t- W 3-g~ Z
I 6 REQUIRED - H<
3 3 3~ 3 Q 1/2 +x5 galy. bolts, washers W
1~' 1~ 6 nuts-t p. a y W O
~ I ~ I ~ i I ~ J J
~ / A \ / A® \ / ®A m 2- 2x4's to chord/rail ~ p C9 m
p II U 1/2 x 1 1/2 slip strips @ l5 o/c, W
located over joists
~J~ 2x6 decking
2x4 web members `
~iN •1N n ~ ~ 2x4 joists @ 15" o/c, start as shown
m N m S 3-2x4's
"
N i~ 3~, ~ ~ 2- 1/2"+ x 3"galy. lags, prebore lead holes 3/8"+
v Yates B000 rollers & brackets w/ 5/8"+ SS bolt
- a , washers 6 aircraft locknut as shaft. ,
_ _ _ _ _ _ T r _ _ _ _ _ _ - t. _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ T r _ ~ \ If V V V 1/ l/ V V J V _ \ r1 U 71 ®1nC;~;,1~ 48" long 2x6 beveled to fit roller
f n InI / Inl I/11 Ir\I n I / Ir\I Inl Inl Inl \0110/ Ir\I hI Inl In w/ 2-#10x3 114" FH SS square drive SHEET
ti o/c.
2'-6" 2'-6" 2_6° 2-5" 6 2-6
M
2J8 RAMP ELEVATION 3/4 2J13 RAMP SECTION 3/4"