20052072 Ver 1_Complete File_20060117

DS- J0"1 I
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
R O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 200600193
Mr. Jason Dail
Pp=C? WE
JAN 1 7 ?1106
January 9, 2006
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Dear Mr. Dail:
?? rT4; ?f?f?7 r>jlt7 !i1Dr i.':i'Y r,iT G I? [JI tl?°J'-I1
0_7 1=
Reference the application of Lee's Cut Homeowners and Boat owners Association for a
Department of the Army permit to relocate the existing bulkhead, boardwalk, stationary dock
and breakwater walls located at 228 Lee's Cut, adjacent to Lee's Cut and the Atlantic
Intracoastal Waterway, in Wrightsville Beach, New Hanover County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USACE) prior to implementation.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
3. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
4. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land-clearing activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
6. The authorized structure and associated activity must not interfere with the public's
right to free navigation on all navigable waters of the United States. No attempt will be made by
the permittee to prevent the full and free use by the public of all navigable waters at or adjacent
to the authorized work for reason other than safety.
7. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
9. All excavated materials will be confined landward of the mean high water level
elevation contour and any vegetated wetlands.
10. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
11. Approval of the structure was based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance of this permit should not be construed, as relieving the permittee of taking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
12. The permittee shall advise the Corps in writing at least two weeks prior to beginning
the work authorized by this permit and again upon completion of the work authorized by this
permit.
2
13. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
14. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter 113A Article 4).
15. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
16. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct,
restore the water or wetland to its pre-project condition.
17. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
18. The Permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The Permittee is not relieved of this
requirement if he abandons the permitted activity without having it transferred to a third party.
Questions or comments may be addressed to Mr. Henry Wicker, Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Henry Wicker, Project Manager
Wilmington Regulatory Field Office
• Enclosure
Copies Furnished (with enclosure):
Ms. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of Coastal
Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
4
OFWATF9 Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> w __ Alan W. Klimek, P.E., Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 21, 2005
Barry Johnson
Lee's Cut Homeowners and Boatowners Assoc.
228 Lee's Cut
Wrightsville Beach, NC 28480
SUBJECT: approval of 401 Water Quality Certification and
Additional Conditions
Lee's Cut Townhomes Bulkhead replacement
DWQ Project # 052072
New Hanover County
Dear Mr. Johnson:
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity located on your property at Lee's Cut Townhomes Marina in Wrightsville Beach, in
New Hanover County. This approval allows you to:
1. Impact approximately 0.024 acre of open water by replacing a failing bulkhead (760') 2' to 5' waterward
of existing alignment.
2. Excavate a 5' X 90' section of high ground to maintain linear uniformity with bulkhead.
3. Replace existing walkway and dock.
4. Reinforce the existing rip rap area (10' X 85') adjacent to existing bulkhead to disperse wave energy from
the bulkhead.
This approval is only valid for the purpose and design that you described in your CAMA Express application
received by the Division of Water Quality (DWQ) Wilmington regional Office (WiRO) on November 17, 2005 and
the 401 application received by the WiRO on December 6, 2005. After reviewing your application, we have
determined that General Water Quality Certification Number 3400 covers this activity. This Certification can also be
found on line at: http://li2o.enr.state.nc.us/ncwetlands/certs.litml. This Certification allows you to use your CAMA
Permit when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional
Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and Erosion
Control, Non-Discharge and Water Supply Watershed regulations, NPDES and Coastal Stormwater. In addition,
this approval will expire when the accompanying CAMA Permit expires unless otherwise specified in the
General Certification.
Please be aware that if you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the property is
sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid,
you must follow the conditions listed in the attached certification and the additional conditions listed below
and on the following page:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-construction Notice Application. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper NorthC arolina
Naturally
WQC #3400
CAMA PERMIT CERTIFICATION `,= ^7t
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE ?OR COROS-OAF;ENG, EERSf
GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF
COASTAL MANAGEMENT AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with requirement of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water
Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B .0200 for the discharge of
fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality Certification
Number 3025 issued on September 6, 1995, Water Quality Certification Number 3112 issued on
February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water
Quality Certification Number 3371 issued March 18, 2002. This WQC is rescinded when the
Corps of Engineers re-authorizes Regional General Permit 0291 or when deemed appropriate by
the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with conditions hereinafter set forth.
Conditions of Certification:
1. Activities authorized by CAMA major permits require written concurrence from the
Division of Water Quality as well as compliance with all conditions of this General
Certification;
2. Activities authorized by Coastal Area Management Act (CAMA) Minor or General
Permits do not require written authorization from the Division of Water Quality as long
as they comply with all other conditions of this General Certification; D l , `
3. In accordance with North Carolina General Statute Section 143-215.3D(e), a (rV? D
request for written concurrence for a 401 Water Quality Certification must incl a VE (?
appropriate fee. If a project also requires a CAMA Permit, one payment to both lJ r 2 ?dQS
agencies shall be submitted and will be the higher of the two fees. The fee shall be
collected and distributed between the two agencies in accordance with agree?n 1?4k -03 WATER QUAL Y
reached between the Division of Water Quality and the Division of Coastal ?RNOSTUr?1d?hA1ER3Fc?AfCN
Management;
4. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the
Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made for any Certification for
this Nationwide Permit. The most current design and monitoring protocols from DWQ
shall be followed and written plans submitted for DWQ approval as required in those
protocols. When compensatory mitigation is required for a project, the mitigation
plans must be approved by DWQ in writing before the impacts approved by the
Certification occur. The mitigation plan must be implemented and/or constructed
before any permanent building or structure on site is occupied. In the case of public
road projects, the mitigation plan must be implemented before the road is opened to
the travelling public;
Certification of Completion
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Agent's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
1, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
County:
Date:
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Signature: Registration No. Date
401 Project
Subject: 401 Project
From: Patricia Collins <[e-mail]>
Date: Thu, 22 Dec 2005 09:50:51 -0500
To: Ian McMillan <[e-mail]>, Cyndi Karoly <[e-mail]>, Doug
Huggett <[e-mail]>, [e-mail]
The following project has been issued a 401 permit:
Lee's Cut Townhomes Bulkhead replacement
DWQ Project 4 052072
New Hanover County
Patricia Collins
Administrative Assistant
N.C. Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection Section
Wilmington, North Carolina
Phone: [phone]
Fax: [phone]
1 of 1 12/22/2005 9:51 Ab1
OF WATF9 Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
?G North Carolina Department of Environment and Natural Resources
> ti Alan W. Klimek, P.E., Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
?-- Division of Water Quality
November 29, 2005
CERTIFIED INIAIL: 7004 2890 0002 3418 1074
RETUIUN RECEIPT REQUESTED
Barry Johnson
Lee's Cut Homeowners & Boatowners Assoc
228 Lee's Cut
Wrightsville Beach, NC 28480
R [9 6-1`-t P= 0 W 12 ?
UFC 5 Z005
DLI'M - WATE14 QUALITY
, f>?aNiPoTr-i'!,,-V ERF?14;rH
Dear Mr. Johnson:
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Lee's Cut Marina
DWQ Project # 05-2072
New Ilanover County
This Office has reviewed your CAMA Express permit application and is placing your project on
hold until we receive the following additional information:
1. A permit application for a 401 Certification is required to complete the review.
Please respond in writing within three weeks of the date of this letter by sending 7 copies of the
application plus the fee to Cyndi Karoly, 401 Oversight/Express Review Permitting Unit, 2321
Crabtree Blvd., Raleigh, NC 27604-226, her phone number is [phone]. If you would like to go
Express please send 7 copies of the application to Joanne Steenhuis at the address below and include a
check for S1000.00. If we do not hear from you within three weeks, we will assume that you no longer
want to pursue this project and we will consider the project as withdrawn. If you have any questions,
please feel free to call me at [phone].
I have already informed your Engineer via a phone call on November 28, 2005.
/ ineerely, i
7oanne Steenhuis
Environmental Specialist III
cc: Ian McMillian -401 Oversight
Henry Wicker- Corps of Engineers Wilmington
Jessie Dickerson - Andrew Consulting Engineers
Jason Dail - CAMA WiRO
Doug Huggett - CAMA Morehead
VARG
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One
N rthC - 1'
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper o ai Q Ina
Natimally
Triage Check List
Date: 12/02/05 Project Name: Lee's Cut Home & Boat Owners Asso.
DWQ#: 05-2072
County: New Hanover
To: Joanne Steenhuis, Wilmington Regional Office
60-Day processing time: 11/17/05 to 12/15/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
Cumulative impact concern
El
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
[0401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: C-A M (a
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: 20,
(24MA toC-12 '' 1 T f{PPL /,& /--) /1-d <
H. Applicant Information
Owner/Applicant Information
?SSaC?? ?'/d r?
Name: LEE's Coe r /f?/y1FO Gyi1l E? S z ?0?? Aa/V._-4-,_5
Mailing Address: ZEoE /S
q Y4
[,U,P/G/?TSUJG?E uJ' , /1/ oZ
Telephone Number: 90/d - Z T-4 -,5_0 ! z Fax Number: 0 - ? D 946
E-mail Address: Z ee 5C_a ? 64? vi " 4 e Z . 60 /)")
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Updated 1111/2005
Fax Number:
Roggoyjg
Page 5 of 5 DEC 2 2005
I1610 0,?1CEft aJTtUE
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I1 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: /1 EE 5 ea T ?D?.s?ffirt6S ?7?lzKh?E,4p RgC6?'J16?r
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): SXi!57 /44/9
4. Location
County:,?l??lrt/ t4?X Nearest Town: Mlele,' A175' /L,e Nd,
Subdivision name (include phase/lot number): 1 F?_5eu T l D?liNf/nn>' 6S
Directions to site (include road numbers/names, landmarks, etc.): k 7y L?f>si
a vE2 / C LrJ .4T ?.2A k/??1,0 l 5 T

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 13 q • 9-1 q ? 3 3 °N D T? . ? 5 7 ? °W
6. Property size (acres): 3 /" e ie & 5
7. Name of nearest receiving body of water: /4yT?P.4c d,?s T? c ?i¢T?jeCV.9y /C Lt/)
8. River Basin: CAPE- FL-.42
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at 11ttp:/ih?o.enr.state.ne.usiadmin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: TOIL IVllDrn ,E
('amm 11/1 7',/
Updated 11/1/2005
Page 6 of 6
10. Describe the overall proiect in detail, including the type of equipment to be used: Pt e-,.v e-
5
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued fo prior segments of the same T.I.P. project, along with
construction schedules. C4MI9 -YkRfn / 7 _ Z.!r , F-Z l / -/3--a2)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
M /V 6110-C
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Trd
i?,an A-7 Tn Ian i/F d Q???.[}r-.c:' /g///w/.S'?F.Q/) 4 U 4.2.025E dF -e7
Updated 1111/2005
Page 7 of 7
11. Explain the purpose of the proposed work: 174 ?_y i s Ting A&ZI R WFAI) /SS
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
F (yes/no
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Inter
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
/ ,VVIYXxr Tv /Gcd S,r 44(o v &,orr
/,,egg k
ES

, 62 1

Total Open Water Impact (acres) Q,Z SI I
/o S2 0
Updated H/1/2005
Page 8 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres):
Wetland Impact (acre
s):
Open Water Impact (acres : ,02 1 S
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet :
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 2 N
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation 1?14
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
fmancial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. /ylinii.r tt? d F `?v 5
/'v6T Ze4l" -C'T //V OWW" 72i /Ck?l14 cllcr
VIII. Mitigation All 4
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Updated 11/1rz0o5
Page 9 of 9
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
7 /V
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 10
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/sta ocal) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 73 083 to review current thresholds for environmental documentation.
Yes F1 No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) / V /
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zones I Impact I Multi Required
PTier I A4:#,-,#,--
1 3 (2 for Catawba)
2 1.5
Total
s Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260.
Updated 11/12005
Page 11 of 11
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. 4'X-6 ? ,47W4 eq 4,
LJI F??ri g,Q?
F /C ? D GV Qom, 1,41e Z- ,oE!>
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the pyrposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DW etland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
If no, please provide a short narrative description:
'?Grit'T ? G['T
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
an authorization letter from the applicant is provided.)
updatcd 11/1/2005
Page 12 of 12
p?pF VJATF,94G Michael F. Easley, Governor
William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Q _ Alan W. Klimek, P.E. Director
Division of Water Quality
November 17, 2005
Lee's Cut Homeowners & Boat Owners Association
Barry Johnson
228 Lee's Cut
Wrightsville Beach, NC 28480
Subject: EXEMPTION
Stormwater Project No. SW8 051120
Lee's Cut Homeowners & Boat Owners Assoc. Bulkhead
Replacement
New Hanover
Dear Mr. Johnson:
The Wilmington Regional Office of the Division of Water Quality received a copy of the CAMA
Major Permit Application for a CAMA Major Application on November 16, 2005. Staff review of
the plans and specifications has determined that the development activities proposed at this
time will not pose a threat to surface water quality from stormwater runoff. The Director has
determined that projects that are reviewed and approved by the Division as not posing a water
quality threat from stormwater runoff should not be subject to the stormwater management
permitting requirements of 15A NCAC 2H.1000. By copy of this letter, we are informing you
that your project will not require a stormwater management permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater
runoff, then it is also subject to the National Pollutant Discharge Elimination System (NPDES)
stormwater discharge requirements. You are required to have an NPDES permit for
stormwater discharge from projects meeting these criteria. The stormwater rules require the
Division to permit the common plan of development, therefore, any future development on the
property, regardless of whether a CAMA Major permit is also required, will require a
Stormwater Management Permit application and permit issuance from the Division of Water
Quality prior to any construction.
If you have any questions or need additional information concerning this matter please contact
Ms. Linda Lewis at [phone].
Sincerely,
L L`
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ arl: S:\WQS\STORMWAT\EXEMPT\051120 Nov. 05
cc: Tony Robert, New Hanover County Inspections
Doug Huggett, DCM
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal OpportunitylAffzrriative Action Employer- 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service 1-877.623-6748
FAX [phone] Internet: h2o.enr.state.nc.us
One
Naturally
North Carolina, United States, North America
0
rYsad/e O ,,aro p ? <h 4`
74
o? x C5
G??a\° I° t
U aka\\O
c?
o o4, eeec a
h S, ?-
?a
o cc
°
74
SR, 14 ?rS '9?
76
1? e Wrightsville Ave
?aPet,, Rd C?ea? Dr
p e
a1e/. 713
Wrightsville
Beach CTJ
p
P
O MI 0.2 0.4 0.
Copyright O 1989-2004 Microsoft Corp. and/or Its suppliers. All rights reserved, http7Avww.microsol com/streets/
0 Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. 0 2004 NAVTEO. All rights reserved. This data Includes Information taken Kith permisslon from Canadian authorities 0 Her Majesty the Queen in Right of Canada.
r\
No ???
Nnrth (nmlinn I Ini+orl c+n+.-- AI-411- A-__r
Wrightsboro
Acres
l
..._....... 421
Navassa
117
Bus
Wilmirt fiono 17
17
-• ?+?uwvl Ill vI tI I /-111 101 111610
00
' R
Illti• nlali_?n?il
rt,, r 132
17
'?-d9htsG? 74
o
o
-4
SR-1411 Seagate
(P 76
i
t 421 SOPOd Blvd
133
i

/7th St
Masonboro
132
Silver Lake
Myrtle Grove
Ogden
S Je
Wrightsville
Beach
mi
4
AA
T
/Uo?2 rf-l
Copyright 0 1988-2004 Microsoft Corp. and/or its suppliers. All rights reserved. hI!p:1Av".microsoft.com1streets/
0 Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. 0 2004 NAVTEQ. All rights reserved. This data Includes information taken with permission from Canadian authorities 0 Her Majesty the Queen in Right of Canada.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
['401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: L114/'» a
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: Rol
e 4m,n PC-/zm i r PPS ??? ---a,<
II. Applicant Information
1. Owner/Applicant Information
Name: ZEE's 1 6me: GvN'E?S MdAl gaamsxS A55ac/Alvjr,/
Mailing Address: L xFZ `S P
Telephone Number: 91d-;7S_4 -_5_0 T Z_ Fax Number: /D 9
E-mail Address: E ee 5 C-a AUim q r 4- d -0/4
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
R[j(r--a[R0Y[2
Updated 1111/2005 0
Page 5of5 DEC 2 2005
L croNrl • IYATER QU,,L1TY
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: L E,E 5 ea 7- 7O`v,,V14jr16S d?ltKh?E?4A ,+C?RAC 16??
2. T.I.P. Project Number or State Project Number (NCDOT Only): / y //?
3. Property Identification Number (Tax PIN): J?Fi?e /n,41"?9
4. Location
County: Al'o tw ? Nd v?2 Nearest Town: A??16 s!/lL [ E &j11 W,
Subdivision name (include phase/lot number): ??5ev T /D/.liNNan? 6S
Directions to site (include road numbers/names, landmarks, etc.):7y 4,0 i
D 11,64e / C bd .4-T l7.eA 1f/?.Pi,o 6 ? 7AV-= 157 Z 4,E
Et ?An/ ,e. 6yT, d nl L6'0=--T
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): _*3 LL, 2-1 R _<L3_3 ON ( 1 `7 `7e go8-5-1 ?- °W
6. Property size (acres): 3 A e- e f--- _S
7. Name of nearest receiving body of water. 11k7W,¢cogs TA t Gy,?r?,c' cuAy (8. River Basin: C, V_e FL-+42
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.enr.st ite.nc.tis; admiii/t»atis/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: male 7 6L,O
ifa M J 1,1Z, ry
Updated 11/1/2005
Page 6 of 6
10. Describe the overall proiect in detail, includinp, the type of equipment to be used: pc ??? c
11. Explain the purpose of the proposed work: JKE Y i s T?n/G B &z K97Edn 14,
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T. I.P.6-1 project, along with
construction schedules. C4Mn -WOln T ?_ _/-4-Y, ez -/3-- ai)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
41,41111 el-l=
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: 1""11-4 E/J Cd 77-0m
AOn,4w Tin .y)^ ,i,- d E dd-, .AU?.2.OrE d.'e
Updated 11/12005
Page 7 of 7
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact

Site Number

(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
-year
100
Floodplain
es/no Distance to
Nearest

Stream
linear feet Area of
Impact

(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiDly lenath X width. then divide by 43.560_
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
S!N/y?j(7 ?? /GGt/ Sf//aLC01,r BOT?? ES , 62 /

Total Open Water Impact (acres) . p 2 / I
/06--20
Updated 11/1/2005 Page 8 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres):
Wetland Impact (acres):
Open Water Ini act acres : , o2 I s
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 2 '-No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation 1V11q
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed If applicable, discuss construction
techniques to be followed during construction to reduce impacts. dF
VIII. Mitigation 4/14
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Updated 1111[2005
Page 9 of 9
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation casement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A,1 7 /V
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 10
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/sta ocal) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sur whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 73 083 to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) AIM
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ? No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone' I Impact ( Multiplier I Required
rte,,,, ,moo Ir ...i M;t;-f;..,,
1 3 (2 for Catawba)
2 1.5
Total
r Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Updated 11/l2005
Page 11 of 11
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. A'-VE?.A7W,0 R y ?V,w?R10
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the pyrposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of agW
etland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No Is
this an after-the-fact permit application? Yes ? No 2
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
_ If no, please provide a short narrative description:
l 1111 r 6uT
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
cure Date
an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
p?pF W ATFRQG Michael F. Easley, Governor
William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p _ Alan W. Klimek, P.E. Director
Division of Water Quality
November 17, 2005
Lee's Cut Homeowners & Boat Owners Association
Barry Johnson
228 Lee's Cut
Wrightsville Beach, NC 28480
Subject: EXEMPTION
Stormwater Project No. SW8 051120
Lee's Cut Homeowners & Boat Owners Assoc. Bulkhead
Replacement
New Hanover
Dear Mr. Johnson: -..?__ ?- - - --- ___ ___._ _ ,_- -- -- ------ ----- -
The Wilmington Regional Office of the Division of Water Quality received a copy of the CAMA
Major Permit Application for a CAMA Major Application on November 16, 2005. Staff review of
the plans and specifications has determined that the development activities proposed at this
time will not pose a threat to surface water quality from stormwater runoff. The Director has
determined that projects that are reviewed and approved by the Division as not posing a water
quality threat from stormwater runoff should not be subject to the stormwater management
permitting requirements of 15A NCAC 2H.1000. By copy of this letter, we are informing you
that your project will not require a stormwater management permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater
runoff, then it is also subject to the National Pollutant Discharge Elimination System (NPDES)
stormwater discharge requirements. You are required to have an NPDES permit for
stormwater discharge from projects meeting these criteria. The stormwater rules require the
Division to permit the common plan of development, therefore, any future development on the
property, regardless of whether a CAMA Major permit is also required, will require a
Stormwater Management Permit application and permit issuance from the Division of Water
Quality prior to any construction.
If you have any questions or need additional information concerning this matter please contact
Ms. Linda-Lewis at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ arl: S:\WQS\STORMWAT\EXEMPT\051120 Nov. 05
cc: Tony Robert, New Hanover County Inspections
Doug Huggett, DCM
Linda Lewis
Wilmington Regional Office
Central Files
North Carorm Division of VVater Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr state.nc us
An Equal OpportuniVAffumativeActionEmployer- 50%Recycled/10%Post Consumer Paper No hCarolina
Naturally
North Carolina, United States, North America
74
Or ?•?' h c>s
U a??00
eec a
e h
000,
06"
1~? 74
1471 76 e Wrightsville Ave 1-Z
FQ• ?S y ?.
9e?af ?? Rd e`1oar D r
?r 76
Wrightsville
?e"Ch
cri
? Q'
- \??q,
P
IV02rq
b mi 01 0.4 0.6
' Copyright O 1588-2004 Microsoft Corp. and/or Its suppliers. All rights reserved. ht.p:/NAyw.microsoft.conVstreeOs/
0 Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. 0 2004 NAVTEQ. All rights reserved. This data Includes Information taken With permission from Canadian authorities 0 Her Ma;esty the Queen In Right of Canada.
Nnrfh (?nrnlinn I Ini+cr4 c+,+r,r K1-41, n...___:_
Wrightsboro
acres
i
421
t,
Navassa
117 Bus
Wilmington 13 17
17
--- - --- --•, _... ,..... ar awayv, i .vI LI 1 /-%11 IGI lli"X
I
Ogden /
Corao / fl
? Ra
lilt: nr•. ii n.ll
132
17
cn 4right011
Oo
-4
t'o SR-1411 Seagate
cP 76
421 Sh1912'Td Blvd
133
i

tS?
7th St
Masonboro
132
Silver Lafce
Myrtle Grove
74
Wrightsville
Beach
mi
Z 4 6 a
Copyright O 1989-2004 tlicrosott Corp. and/or its suppliers. All rights reserved. http:/Avww.microsost.cornlstreets/
O Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. 02004 NAVTED. All rights reserved. This data includes informa!ion taken with permission from Canadian authorities O Her Majesty the Queen in Right of Canada.
A
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
[0401 Water Quality Certification ? Express 401 Water Quality Certification
1-1-1 /1
2. Nationwide, Regional or General Permit Number(s) Requested: L
O /")I
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
PPL r?/? ?d
e4m A PC-12M I -r
II. Applicant Information
1. Owner/Applicant Information
Name: LEE'* S C'u r a wiU'Eo S , IAI AaAlSie5 A5.0C/? r?
Mailing Address: L 'S r
662/G/17- 5// /C1_E '2
Fax Number: /D - S' e 946
Telephone Number: A -Z
E-mail Address: E ?e s e c? 17o "4 r z C OM
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Updated 11/12005
Fax Number:
Page 5 of 5
UEC 2 2005
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: L E,E 5 ear 70,V VlbMoS [7?1?KhJE,4A R•QC6 167?7?
2. T.I.P. Project Number or State Project Number (NCDOT Only): I II?
3. Property Identification Number (Tax PIN): SEE
4. Location 1
County: fl?FGf/ ?? 112 Nearest Town: Lf/?/? ,?% SyIG c C?
Subdivision name (include phase/lot number): ??S L' U T" %DGfiNh?d/?t S
Directions to site (include road numbers/names, landmarks, etc.):
D 1162 / C to .47 DD'e4 Ald"O."06 'C _ J'57 4,c-- ek/ 42
1e.4n1 02. 6V7,, 6iy L6'0=T
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.) _
Decimal Degrees (6 digits minimum): '3`{ Z 19 ` 3 3 °N `) 7. °W
6. Property size (acres): 3 A e ie f---
7. Name of nearest receiving body of water AV T?P,g co,g s TW c ZV,4;2F)e Z ,4f 1
8. River Basin: CAPL- F?41?
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at lhttp:/%h 2o.enr.state. nc.usiadmin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: 1"XiS7,.,y6. !o?/Wig 4,,R ; D'AV D110 ,E
L'(?rnm ?ti? ry
Updated 11/1/2005
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used: _ p[ e-o?iv c
kXlf57-w&? OGT ,Q 16le,¢rED ?tiQC1,1f1,!?4ll IV/7 f'a.r?oas?r? ?.?E?G?•?ss
AI'dz le-
11. Explain the purpose of the proposed work: M LE F_y i s 7`znl a
ADTrE?,? r 5 1,55a14/.t1'l.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued foprior segments of the same T.I.P. roject, along with
construction schedules. C'? 13 7'E,Pm iT /ti'"5?. S2 0-.-/3, - - a2)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: 7r.6m
,4 Tn M^ uF d dilj AU 4,e OZZ O---
Updated 11/1/2005
Page 7 of 7
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and floodina.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
S?N??j(7 ?V iGGd si1?LC?i? 80J? E.s a 62 I

Total Open Water Impact (acres) . 02.y 131
/o S2 0
Updated 11/1!2005
Page 8 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres):
Wetland Impact (acres
Open Water Impact (acres : ,D2 1 S
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes Bo
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation IV14
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
FG7- /is'1P?cT //y OW..,O? TO I&O1_'4-c E'
VIII. Mitigation Ali 4
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Updatcd 11/1/2005
Page 9 of 9
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A,1
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check tile NCEEP
website at If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 10
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/sta ocal) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 73 083 to review current thresholds for environmental documentation.
Yes El No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) /V/
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify, )? Yes ? No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I , Impact 'k I Multiplier I Required
1 3 (2 for Catawba)
2 1.5
Total
• Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260.
Updated 11/1/2005
Page 11 of 11
p?pF WATF9QG Michael F. Easley, Governor
William G. Ross. Jr., Secretary
r? ? r North Carolina Department of Environment and Natural Resources
p -? Alan W. Klimek, P.E. Director
y Division of Water Quality
November 17, 2005
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstratiNto pr oposed impervious level. -Vtiv ,Q?
w a) Z?Tj-.E.e /?/G L LI,OEIJ
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the yposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DW etland Rules Q 5A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No E
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
If no, please provide a short narrative description:
tli?ric 6 u T
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
an authorization letter from the applicant is provided.)
Updatcd 111117005
Page 12 of 12
G
o?0F WATF99 Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
=zn
4 W 111?
Alan W. Klimek, P.E. Director
' Division of Water Quality
November 17, 2005
Lee's Cut Homeowners & Boat Owners Association
Barry Johnson
228 Lee's Cut
Wrightsville Beach, NC 28480
Subject: EXEMPTION
Stormwater Project No. SW8 051120
Lee's Cut Homeowners & Boat Owners Assoc. Bulkhead
Replacement
New Hanover
Dear Mr. Johnson:
The Wilmington Regional Office of the Division of Water Quality received a copy of the CAMA
Major Permit Application for a CAMA Major Application on November 16, 2005. Staff review of
the plans and specifications has determined that the development activities proposed at this
time will not pose a threat to surface water quality from stormwater runoff. The Director has
determined that projects that are reviewed and approved by the Division as not posing a water
quality threat from stormwater runoff should not be subject to the stormwater management
permitting requirements of 15A NCAC 2H.1000. By copy of this letter, we are informing you
that your project will not require a stormwater management permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater
runoff, then it is also subject to the National Pollutant Discharge Elimination System (NPDES)
stormwater discharge requirements. You are required to have an NPDES permit for
stormwater discharge from projects meeting these criteria. The stormwater rules require the
Division to permit the common plan of development, therefore, any future development on the
property, regardless of whether a CAMA Major permit is also required, will require a
Stormwater Management Permit application and permit issuance from the Division of Water
Quality prior to any construction.
If you have any questions or need additional information concerning this matter please contact
Ms. Linda Lewis at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ arl: S:\WQS\STORMWAT\EXEMPT\051120 Nov. 05
cc: Tony Robert, New Hanover County Inspections
Doug Huggett, DCM
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877.623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.enr.state.ncus One
Carolina
An Equal Opportunity/AifrmativeActionEmployer- 50%Recycled110%Post Consumer Paper Aunillif
North Carolina, United States, North America
o74

0
rYsad/e O ro O ? <n
r
O?
G?
I%
9?'r
SR r4''s ,?`o
o`
a
Q)
0
<<a
Or
?0%
°o
a
11i1y/e
?a
4
ocry
t
1&0,e°h Qa k9l -4 co '3 , /' P-
peC?oar Dr
'a 76
Wrightsville
?e Beach
mf
W"f/Gt (i-5 V/z 4" 5
a
0
U
CU
-141
1?s
76
74
Wrightsville Ave N
Fa9e?a ns <? Rd
per <

No2rq
Copyright O 1989-2004 Microsoft Corp. and/or its suppliers. All rights reserved. http:/AvAw.ml=solt.corTVstreets/
0 Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. 0 2004 NAVTEQ. All rights reserved. This data Includes Information taken with permission from Canadian authorities O Her Majesty the Queen in Right of Canada.
Copyright O 1999-2004 Microsoft Corp. and/or Its suppliers. All rights reserved. http:/AV".microso-1 com/streets/
0 Copyright 2003 by Geographic Data Technology. Inc. All rights reserved. 0 2004 NAVTEQ. All rights reserved. This data Includes Information taken with permission from Canadian authorities 0 Her Majesty the Queen In Right of Canada.
Nc)rfh ('.arnlinn I lnifnA C+,+,,, K1-41. A ...,,__:__
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
[0401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: 21,
e 4m A PE1,2rN 1 t 19PL .,-/J ?d
II. Applicant Information
1. Owner/Applicant Information
Name: LEE'S C'ur / /?FQGvN' S Md,41 AyN,S ?SSoC/??`/d??
Mailing Address: L `S /`
Telephone Number: /d - 2 - Sa 2 Fax Number: /D - S? D 9
E-mail Address: L ee s a u7 -Ad i m 4 e c. C OM
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Updated 11/12005
Fax Number:
FE&ROMR09
Page 5 of 5 Z005
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: L E,E 5 ea r 76kViVIbM0,S ?`1,Z k- 54O R46571X6?v7''
2. T.I.P. Project Number or State Project Number (NCDOT Only): 2"
3. Property Identification Number (Tax PIN): S?.E 1141,4/9
4. Location
County:,_ lit/ i7n?v d 1??2 Nearest Town: LU/?/? ?% SuIG [ E W,
Subdivision name (include phase/lot number): ,4,E5e-U - %OLfi?t/Nen_ 6S
Directions to site (include road numbers/names, landmarks, etc.): 7-V LcAsi
D 1142 / C UJ 47 /7.eA AI d, 61,o 6 xG 7s i? 15T 14<7 Sim ro
env L
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ?3`l 1 5 33 °N t? 77 ? pz) -67 C °W
6. Property size (acres): 3 /'? e 2 & 5
7. Name of nearest receiving body of water: 11V 7?i¢ cdri-s TA c ?.¢TE¢' cvAy ?? Cw)
8. River Basin: CAPE FL-.42
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://ii2o.enr.st ite.ne.tis/admin/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Eke s T•1V G W,441 O? A0 7-6dt/.V ld rn ,E
?G? rn n? k ?v? r y
Updated 11/12005
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used: P4 e- -/V c
AtieilhI,IU/J 1017 &o.noa s?TF ?,?4 E.Q G'
IISiNL yE? i c',?G _5 .QA0 4.460 /P,EBL19 C, It/e 'A. -7",!;/v
11. Explain the purpose of the proposed work: r ti is 7`znl t?? K?9E,a4 /S
/1o7T61t/_ , ? 0' / s / 5 0 /Z/IIil.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued fo prior segments of the same T.I.P. project, along with
construction schedules. $2 l lam-/3^- ai)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
1W 41 13-,1=,/,1/I;rf
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: 77-0m
A en'f „ r., .y - A/ -- -J Dtn.-a.A?- i4.,i?il?Bn
Updated 11/12005
Page 7 of 7
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding-
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year

Floodplain es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
indicate on map)
Stream Name
Type of Impact
Perennial Intermittent?
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres

Z

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
/ S?,V1YXX7 74) /Gcv .Sh!4Ltc4e Bonr ES , 62

Total Open Water Impact (acres) . Ozy I
io sz ref
Updated 11/1/2005
Page 8 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres : ,02 / s
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes V No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation W14
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Aar '621OAC-f //y AOW" 7a ?PF?L.¢-Cec?
VIII. Mitigation Ali 4
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
uPaalea 11/1/2005
Page 9 of 9
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at _ If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 10
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/sta oeal) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sur whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 73 083 to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) /1//
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. V Yes ? No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
I Zones I^^Impact^F` I Multiplier I Required
2
Total
' Zone 1 extends out 30 feet perpendict
additional 20 feet from the edge of Zone 1.
3 (2 for Catawba)
1.5
the top of the near bank of channel; Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260.
Updated 11/1/2005
Page 11 of 11
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. ,EXE?,t,47W,0 eq y JF;9i ti
F_!J- /C LiJ Q? Z'C Tf
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DW etland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
21-
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
If no, please provide a short narrative description:
iir.? c 6 u T
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
tore Date
an authorization letter from the applicant is provided.)
Updatcd I1/1R005
Page 12 of 12
•?OF WATF9Q Michael F. Easley, Governor
William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
> WG)L
Alan W. Klimek, P.E. Director
Division of Water Quality
November 17, 2005
Lee's Cut Homeowners & Boat Owners Association
Barry Johnson
228 Lee's Cut
Wrightsville Beach, NC 28480
Subject: EXEMPTION
Stormwater Project No. SW8 051120
Lee's Cut Homeowners & Boat Owners Assoc. Bulkhead
Replacement
New Hanover
Dear Mr. Johnson: ^
The Wilmington Regional Office of the Division of Water Quality received a copy of the CAMA
Major Permit Application for a CAMA Major Application on November 16, 2005. Staff review of
the plans and specifications has determined that the development activities proposed at this
time will not pose a threat to surface water quality from stormwater runoff. The Director has
determined that projects that are reviewed and approved by the Division as not posing a water
quality threat from stormwater runoff should not be subject to the stormwater management
permitting requirements of 15A NCAC 2H.1000. By copy of this letter, we are informing you
that your project will not require a stormwater management permit.
If the subject project disturbs one acre or more and has a point source discharge of stormwater
runoff, then it is also subject to the National Pollutant Discharge Elimination System (NPDES)
stormwater discharge requirements. You are required to have an NPDES permit for
stormwater discharge from projects meeting these criteria. The stormwater rules require the
Division to permit the common plan of development, therefore, any future development on the
property, regardless of whether a CAMA Major permit is also required, will require a
Stormwater Management Permit application and permit issuance from the Division of Water
Quality prior to any construction.
If you have any questions or need additional information concerning this matter please contact
Ms. Linda-Lewis at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ arl: S:\WQS\STORMWAT\EXEMPT\051120 Nov. 05
cc: Tony Robert, New Hanover County Inspections
Doug Huggett, DCM
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service 1-877.623-6748
FAX [phone] Internet: h2o.enrstate.nc.us
on
NiihCarolina
Naturall11
-epeue0 io I49R! ul ueeno e41 Asefeiq JeH m seruotgns uetpeue0 wai uo!ss uued tnpA ue)jei uorewfoiul sepnpul eyep sr4l 'PeNessi si4 p IIV '031AVN POOL ©'PONesei si48u Ity rout ' l5oloutpol eie0 oi4dejeoe0 /q ¢ooL 145u (do0 m
/sieers1wo3-uos=!w-mmlNj:dA4'peNesei ci45p IIV'sjepddns sil jorpue dio0 uosonyW OOOL•888L 0 148Pddoo
b'0 Z'0 Iw 0
ANN O

peas
011!ASlg[)IJAA ?

(y v

CD
O
e???ad 9L t-
a4 u
/ /6?1
p? a6
To sua z

????5 ?o
`n aAy aIIIASlgf5l
st

?

(D
Cl) VL
G S
s?a6o
c
y

f Q you
sG
po , o 0
/

/b

?-? 7

QJQ'? a

O ?(1? v

`2
\?
z N n
c
rb
HXV0N 151 Q
d v? OuA ?0 a/fp
G
04 s
?O ?Gp tiL

8OIJ9wy WON `saims pai!un 'au!iaaO WON
-epeue0la lg5t8 ul usen0 eyl Rlss!eyy JaH m seruoulns ueipeue0 wog ucisspied LVA ua$el uoreuuo/ul sepnpul elep tlgi'paAiasei slu5u Ily'031AYN VOOZ 0 -POAJasaJ sly5u py 'oul '650 ouuoei e;e0 o gdej5oa0 dq COOZ 145uAdo0
/s;aaj;sp,Lm gcsoniurmft%%q:d;lq -penjasai slVSu py siarddns sl! jo/pus (:io0 gosonlW VOOZ-eg5, m lgnuddoo
Iw
anoaE) al'-IAVJ
ZU
oaoquoseW
is 411Y
s

Lpeas
alliASIu6uM
tiL
i
pma pja(d?us m,
9L N
Clusuos nisi-as (D
U)
s;4Bu2i
LL
sng
A?
Cipp Job
uap6o
Ll
zc l
eOIJGWy 4PON 'sewis Pai!un 'eu!!oJeO 41JON
saaov
oaogsly61JM
Project Placed on Hold
Subject: Project Placed on Hold
From Joanne Steenhuis <Joanne. S teenhuis@ncmail. net>
Date: Tue, 29 Nov 2005 14:59:42 -0500
To: Ian McMillan <[e-mail]>, Doug Huggett <Doug.Huggett@ncmail. net>
I placed the following CAMA Express project on Hold because it will need a 401
Certification to go along with it.
Lee's Cut DWQ # 05-2072 New Hanover
1 of 1 11/30/2005 8:29 AA1
r
INUM 3W
NCDENR
Ncrih Carolina Department of Environment and Natural Resources
Division of Coastal Management
r,: cnaei r E 3s,ey. Go,emo Charles S. Jones, Director v,iil a i G Foss Jr secretary
rpn?n
`J D
November 16, 2005 - ?? ?072
NU'?i ? ? •?nr5
MEMORANDUM:
CPR
6 vfw 7 ' t f11 G?;._ X1 I
`frt?llr:
TO: Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail; Express Major Permits Rep., WiRO
SUBJECT: CAMA Permit Application Review
Applicant: Lee's Cut Homeowners and Boatowners Assoc., c/o Randy Johnson
Project Location: 228 Lee's Cut, between Lee's Cut and the AIWW, in Wrightsville Beach, New
Hanover County
Proposed Project: Applicant proposes to relocate the existing bulkhead, boardwalk, stationary dock
and breakwater walls.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by December 10, 2005. If you have any questions regarding the proposed project, please contact Jason
Dail at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Dn?e Exi ,'Niiming!on, t,or,h Caroi,na 26405-3845
phone 910-; 9c-7302', =AX 910.350-2004 1 In'erne( .,r.v n ?asia!mana?eme?f net
. yl1a? ? ia?l'?^• ly ? i?`?if R';; .._ .,. .. ?"N ?'l e' - ??`c _?yC,L? 11L-,o CS! C:"c ..Tel h'arCr
DIVISION OF COASTAL MANAGEMENT
EXPRESS CAMA MAJOR
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Lee's Cut Homeowners and Boatowners Assoc. C/o Barry Johnson
2. LOCATION OF PROJECT SITE: 228 Lee's Cut, between Lee's Cut and the Atlantic Intracoastal Waterway, in
Wrightsville Beach, New Hanover County.
Photo Index - 2000: 22-273 M, N 7-8 1995: 22-255 M, N 5-6 1989: 4 175 24 N, O 2-3
State Plane Coordinates - X: 2360190 Y: 173014
3. INVESTIGATION TYPE: CAMA ROVER FILE # - V-110810A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 11/08/05
Was Applicant Present - Yes, agent
5. PROCESSING PROCEDURE: Application Received - Completed 11114105
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wrightsville Beach
Land Classification From LUP - Conservation (water area) and Developed (upland area)
(B) AEC(s) Involved: ES, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned - None
(F) Type of Structures: Existing - Residential condominiums, bulkhead, docking system for
homeowners, two breakwater walls and rip-rap.
Planned - Relocate bulkhead, boardwalk, dock and breakwater walls and
excavate an area of high ground.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
r1RFTl(;FTI ITT T T:n (1TULD
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 1,292 sq. ft. Incorporated
(Open water) (rip-rap and 1,968 sgft.
bulkhead fill)
(C) Other 9,220 sq. ft.
(High ground) (disturbed)
WJ i oral Area 1 isturnew 11,4ZSU sq. it.
(E) Primary Nursery Area: No
(F) Water Classification: SB# Open: No
8. PROJECT SUMMARY: The applicant proposes to relocate the existing bulkhead, boardwalk, stationary dock
and breakwater walls.
Lee's Cut HOA/BOA
Page Two
9. PROJECT DESCRIPTION:
The applicant has requested that the subject CAMA Major Permit application be proposed under the Express
Review Permitting Program. The project site is located at 228 Lee's Cut, adjacent to Lee's Cut and the Atlantic
Intracoastal Waterway, in Wrightsville Beach, New Hanover County. The property is approximately 3.0 acres with
roughly 800 feet of shoreline frontage. The lot averages 3 feet to 5 feet above mean sea level and the shoreline is
stabilized by a bulkhead. The property consists of several single-family condominiums, a clubhouse and marina
basin. Vegetation on the property consists of lawn grasses, landscape shrubs as well as a few trees. There is an
existing boardwalk that encompasses the marina basin that provides access to multiple floating docks. There are
two breakwater walls located at the entrance to the boat/marina basin. Both walls extend in northerly directions.
There are two areas of coastal wetlands located along the western and northern sides of the property, on the
northern and southern side of the boat basin. Smooth Cordgrass Marsh (Spartina alterniflora) is the predominant
species, however there are small pockets of Sea Lavender (Limoniwn, spp.), and Salt Meadow Grass (.Spartina
patens leading up to the transitional area where Sea Oxeye (Borrichia utescens) and Grounsel-bush (Raccharus
halind oliq) prevail as the dominant species.
The Wrightsville Beach Land Use Plan classifies adjacent waters as Conservation, and the adjacent high ground
portion of the project area as Developed. The waters of the Lee's Cut, which are included in the Wrightsville
Recreational Area, are classified SB# by the N.C. Division of Water Quality. The water's of Lee's Cut are NOT
designated as a Primary Nursery Area by the N.C. Division of Marine Fisheries and they are CLOSED to the
harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to install a new bulkhead, boardwalk, a section of rip-rap and two breakwater walls within
the boat basin and entrance canal. In addition, the applicant also proposes to excavate an area of high ground. The
new bulkhead (760 linear feet) would be installed approximately 2 feet waterward of the existing bulkhead that
encompasses the boat basin. Vinyl sheets would installed on the waterward side of the existing bulkhead and clean
compatible backfill would be placed in between the old and new walls.
The existing boardwalk/dock would be removed and a new boardwalk (5 feet x 602 feet) would be installed in the
same footprint as the previous dock, with the exception of a 5 feet x 233 feet section located along the northern
side of the boat basin, near the entrance channel and adjacent to one of the breakwater walls. This section would be
located 5 feet north and east of the existing boardwalk. Approximately 147 feet of the 233 feet section of
boardwalk would be located over open water and the remaining boardwalk would be located over high ground. A 5
feet x 90 feet section of high ground, located in the northeast corner of the site and adjacent to the boat basin,
would be excavated for the installation of the new bulkhead. According to the applicant, the high ground area
would be excavated in order to maintain linear uniformity with the proposed bulkhead and boardwalk.
The excavated material (approximately 175 cu. yds.) would be kept on-site and used as backfill for the new
bulkhead.
The applicant has also proposed to reinforce the existing rip-rap area, located adjacent to the existing bulkhead on
the northern side of the north basin wall, with new rip-rap (10 feet x 85 feet). According to the applicant, the rip-
rap material is needed in order to disperse wave energy from passing vessels before the waves reach the bulkhead.
The proposed rip-rap installation would be located in the same foot print as the existing rip-rap. The rip-rap
material would "tier" up from approximately 10 feet below normal high water and terminate adjacent to the
proposed bulkhead, beneath the proposed boardwalk.
Lee's Cut HOA/BOA
Page Three
Lastly, the applicant is proposing to install two new breakwater walls immediately adjacent to the existing
breakwater walls, on the inside of the entrance channel to the boat basin. Both walls would be free standing and
located in open waters approximately 90' feet waterward of normal high water. One breakwater wall would be
constructed along the northwestern side of the entrance channel (Wall "A") and the other on the northeast side of
the entrance channel (Wall "B"). Wall "A" would extend northwest from the terminal end of the proposed
bulkhead and span approximately 30 feet. Wall "B" would begin at the terminal end of the proposed bulkhead on
the northeastern side of the boat basin and would span approximately 40 feet in a northeasterly direction. Both
breakwater walls would be constructed similarly to the existing walls, however the applicant would be using vinyl
material instead of wood for the vertical sheeting. The vinyl sheets would be approximately 6 feet tall and extend
approximately 3 feet above normal high water. The bottom of the sheeting on wall "A" would be located
approximately 3.5 feet above the substrate, and the bottom of wall "B" would be located approximately 2 feet
above the substrate. The separation between the bottom of the sheets and the substrate would allow for water
circulation, sediment and organism transport. The walls would be secured by the installation of several piles
interlaced on the outside edges of the vinyl sheets. Two, three-pile cluster would secure the walls at the terminal
ends.
10. ANTICIPATED IMPACTS
The proposed boardwalk, bulkhead, rip-rap and breakwater walls would incorporate approximately 1,968 square
feet of estuarine waters and public trust area. The remaining portion of the proposed boardwalk and excavated area
would disturb approximately 9,220 sq. ft. of high ground. Minor increases in turbidity can be expected during
construction. The new bulkhead and associated backfill would result in the filling of approximately 442 sq. ft. of
shallow bottom area within the basin. The proposed rip-rap installation would result in the filling of approximately
850 sq. ft. of previously disturbed shallow bottom area outside of the basin.
Submitted by: J.Dail Date: 11/15/2005 Office: Wilmington
Form DCM-MP-1
APPLICATION'
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name LE65 CU( t2H2ME.RS 0oA70W N"-% ftsoc•l
Address Z28 tw5 Ct-F
City WC*rMVILL6 0EACif State NG
b. City, town, community or landmark
k1?J?t17?J1 cL.c p,EAC I-I•
c. Street address or secondary road number
_ 2-28 Cf.-,s CALT
d. Is proposed work within city limits or planning
. jurisdiction? ? yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) W'(EQCoA S?iA L WAIT 48 /
Zip Z o Day Phone (91v)25b-5142
Fax
b. Authorized Agent:
NameA ,Jp t-Q Cor1SoI,1,,i6 F 6y4eepS IKCm7 o(ZF Vv
Address 3r75 WP_ bf 73Vlu,f- AVENvE
City WILMIt'1C-?Toy! State NC
Zip-L?3 Day Phone (g10)202-55?5
Fax ?9ro) 202- 5558
C. Project name (if any) ByLKRf:. -) etl?OC,?-M647
NOTE. Ptrmit will be issued in name of lmsdox (i), and/or
projec, ---
2. LOCATION OE PROPOSED
PROJECT
a. County NF-0 t IATJy y Ei`
Rzrssed 03/95
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.
K 0(ACt= Pc?rEC,oRA'/?O 7M *-' RJ1-M"{-K, _A
l?IP-RA-P Sf-?2?=r inl? ?o7?C7io?l
b. Is the proposed activity maintenance of an existing
project, new work, or both? E- TiL e
c. Will the project be for public, private or commercial
use? PI' 1\M Te
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.
QU4MMoC'r NFL ,oM903176- eO 42AcASS
i'3yt-Tgo, p lrl ?=t' N r of ?XIYIiNS oN _
TWO SID-S-- 5`0" E ,4a,10 EmlriQf NO 7+?
DIVISION yr
CnASTAL MANAGEMENT
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 2.9g, ,qO S
b. Size of individual lot(s) _ N L
-TownlltoJS?
c. Approximate elevation of tract above MHW or
NWL + 5.o
d. Soil type(s) and texture(s) of tract
S?,10
e. Vegetation on tract GRASS
f. Man-made features now on tract
-- NIt.ti 6A-) -WON4 , 1=AGuTi s
g. What is the CAMA Land Use Plan land
classification of the site? (Consul[ the local land use plan.)
Conservation Transitional
? Developed Community
Rural Other
TcwN Of- wr'16ftmv1t,Lf_ WCx, iqq(? ckrrD OL PUV7,1
h. How is the tract zoned by local government?
K-Z
i.
j•
k
Is the proposed project consistent with the applicable
zoning? ,/ Yes No
(Attach zoning compliance atsifi=e, if appll=ble)
Has a professional archaeological assessment been
done for the tract? Yes _y No
If yes, by whom?
Is the project located in a National Registered
Historic District or does it involve a National
Register listed or a igible property?
Yes ? No
Are there wetlands gn the site? L Yes _ No
Coastal (marsh) _ ? Other
If yes, has a delineation been conducted? NO
(Attach docunienLation, if available)
ReAsed oafs
m. Describe existing wastewater treatment facilities.
C r??/ Cyr I-1LerwL4, em Ex?yi w-? 7
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.)
5U2.FAC _ &k Gf F
o. Describe existing drinking water supply source.
Clr Ly.YLM)(1_Vln(6
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.
9'*"CQ OMrC 114 r PC .313
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2' by Il' 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 agenc'?C.yper?onr}el, umfatnil' ith the area to the
Jj1?.11r ?J .th?.?1,1Ih \\V/ lIL?Jy
NOV 0 7 2005
DIVISION OF
00AST6.1 V1AIVAr7-FMFNT
Form DChi-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
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.
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.
Name CI?IF? Wf?LI(/SWP?intl= N 0 A I certify that I am authorized to grant, and do in fact,
Address .O. Pc,C 79/ W-t4H-nuj c - gf-A?.l{ ?,(C 2 qc) grant permission to representatives of state and federal
Phone (q10)7--5b-6962- l (7A2J yppEt4W0,SE- review agencies to enter on the aforementioned lands in
Name W F- 16 dl [V ?? ?? connection with evaluating information related to this
t ?Lpermit application and follow-up monitoring of the
Address P-Q. 6ox bZlo W2?aFrc?n?u p ?} Z?ggp project.
Phone (910) 25to-7900
Name
Address
Phone
O A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
C'hm P&en 17 -?t- X59 - e z . l l ?l gy
I further certify that the information provided in this
application is truthful to the best of my knowledge.
ql Z
This is the 41 day of OtJ .}9:-:
Print Name
e 9r-51-Aud"WriudAgew
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
0 A signed AEC hazard notice for projects in
cceanfront and inlet areas.
O 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.
Reyised 03M
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.
p
V
I?
Nov 0 7 2005
DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-2
EXCAVATION
AND -FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average F1jW
Existhtg Proled
Leasth Width Denth rknth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabiliwion)
Revised 03145
44
ly
I?

0 5.
?'OJQH-Fip*40 EXCAVATaI(
1. EXCAVATION
a. Amount of material to be excav ted from below
MHW or NWL in cubic yards
b. Type of material to be excavated S,gTID
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes ? No
d. Highground excavation in cubic yards 75 rz
Ct3 RIPS N44A BUGMfAU)
E,XCAVrTTW Mi'i'Ii';IA - NV-Tv 6F Rf,440JF_0 Ft:on! S17-f_ (LE•VSEC
As Flt.L MA7E,ZJA t_ F11_rH,?A) N6vJ &WH EAD.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area - /14
b. Dimensions of disposal area
c. Do you claim tide to disposal area? NA
Yes No
If no, attach a letter granting permission from the
owner.
r future
d. Will a disposal area be availabl?7?
maintenance? Yes No If yes
, where? p C B H V
NOV 0 7 2005
DIVISION OF
COASTAL ^,
NOO-07-2005 15:43 From:W,DREW CONS ENGINEER 91CEe25553
To:3953964 P.2/2
Form DC 4-14-2
e. Does the disposal area-Include any coasts wetlands
(marsh), SAVs or other wetlands?
Yes -No 0
f. Does the disposal indude any arm in the water?
- Yes ` No 0A
3. SHORELINE STAB1=1710N
a. Type of shoreline stabllaadon
? Bulkhead f 4rip
b. LetzO _ Ri P RAP : BS' x lo' j3ywKFAp : 7r, 41
C. Average distatue watetward of MHW or NWL
ZI _ 0„
d. Mui=m distance waterward of MHW or NWL
_P90TPCT1 c rt a x EXt Nf llR 214- R O
e. Shoreline erosion during providing 12 months
--- Nt- sir CVQ ZG RIP- KAV
AM- e _)
f Type of bulkhead or riprap maurial _
-. -Q pln Sail S 161ao
Rif P? W"At,. Nc-Oar CtAs3 -IL Rt4- "?
I Amount of fill in cubic yards to be placed below
water level
(1) Riprap No HE. _
(2) Bulkhead backfUi t oNF_
b. Tpe of fill material ntot4-
L Source of fill material t1oNE
If Yes,
(1) Amount of material to be placed in the
water NoKE
(2) Dimensions of fill area
-zo c ?t cY ? t C
(3) Purpose of fill
ic`• ? FAO
b. Will fill material be placed In coastal wetlands
(ash), SAVs or other wdlwWs?
- Yes _ // No
It yes,
(1) DimdWons of fill area
_WA
(2) Purpose of fill
5. GENERAL,
L How will eacavUW or fill material be kept on she
and erosion controlled?
S1L'f FErCE Ta eE we" At,0t4G
_SifOR-E.L,rI?
b. What type of construction equipment will be vsed
(for =ample, dragline, backhoe, or hydraulic
dredge)?
gA & E
C. Will wetlands be cr,ssed in transporting equipment
to project site? Yes ? No
If Ya, explain sups that will be taken to Icssen
eavironme:ntal impacts.
4. OTHER FILL A
M=Wdn3 Shoreline Sta? )
L Will l mainsl be brought to site?
? Yes , No
LU-5 eu-r s 0OAf NW 43JQ.
Apocnt
c?
DWA
tA*d MM
Form DChi-1iP-4
STRUCT
URE
IV
(Construction within Public Trust Areas)
Arrach this form to Joint Application for CAMA Major e. Mooring buoys 1?` 6A
Permit, Form DCM-MP-1. Be sure to complete all -
other sections of the Joint Application which relate to (1) -' Commercial -Community - Private
this proposed proie:t. (=) Number
(3) Description of buoy
a. Dock(s) and/or Pie: (s) (Color, inscription, size, anchor, e:c.)
(1) _ Commercial _Communi
ty -'4 Private 1
(2) Number
%
(3) Length GO-7'-O"
,
(-) Width (-) Width or ware: body
(5) Finger Piers Y No (5) Distance buoy(s) to be placed beyond
(i) Number k i sbore.ine
(ii) Length Qom/ n
(iii) Width r f. Mooring st,-uc;,?re (boatliti, mooring piiinQs, etc. )
(6) Pla=-orm(s) - Y:s (1) _ Commercial _Cotnmuniry P:iva,A
(i) Number No (=) Number --
(ii) Lenz:h / (3) Le tgTh K1 / J
(iii) Width cam- - (=) Width
(%) Number of slips proposed
(Q) P: ozimirv of struc:ur e g
to ariiaceat rpar,z:: .
prope.-ty )in--, I
(9) Wider Of ware: body Iti(/t
(10) Water depth at wa*_e:-,Ward end of A
hLLW or Iv y p1e L
b. r0atncuse CmcludlL, cOver-; lif:S)
1
(;) dL ? F:;vat_ L eks CuT f-C?N Eon
r
Ado
c. Groin (e.g wood, sh°--= le, etc.) _ ???? dec.
(1), Number Nt
(2) Le??-ms(s) ? u l? I o s -
a. Erez.k;, ater e. o- ) I (Z?
(I) Length (? 30? t, 1 Q Li
(=) Average di:2-nce ftom bfr-_W
weda :ds ?. 9 NY-;L or
(3) Maximum dis,?ce beyond MHW, NWL or -
wadards

s:
0c1.t
Dw4 %
DOVr;IcpmanlTyPu FEE 1142CO1601435100003162562531 (243C0160243SI000SS2341)
I. Pdva6?. ncr.•co ;r,norciol
dur,;lr ivnont U-at Ccoz nol m%clvu S2°_0 iLl. (S2S0) 0% (50)
;1,.: fdG4,0 or cy.:trrslicn of any
wuU,uv(s crr penwalurwca:::
II. f u'aie cr c?mnv?af duve:cr;men! v
w
-'wt ncI Inv-Ml tha rising or 5:00 1C0°5 (S4C0)
a .iv +Gcn of ary wc!la ;d, or c;cn p .

,
(.I. Fct d:vc!opnt:nt that irco!.e5 Ulu - 4
':AIr.^ 0xczY35on Of cp la 1
3cr3 of wuU.zrdo andlar open wr,!nr _
3ro3s, d,;bt:minu if A, E. C, or D
z
:II(A). Few rrvaW, ncn•carcrtcrc:al
1rvnl:.? r,.cnt. If Genonl water Cual:ty :?S,3 100°; (SiSC) C% (SC)
Czrt:'c:.l,an Na.3301 (cr_ G!:'r lx:)
_:r. la a,?r,Pc.•. . •
IC('): Fcr or c rune:..ial
do If Grnor;lwa:urCua!;ly

V00

100;
G`,S (SO)
Cu :G.?:icn Ko.320 1 (cue aaac:.ed)
6, appliod:
{"
I4

I:I(CJ. If C°,.; ?I ?'?7tCt Cu?';fy
Y
S
C r.;4c_. cn Na. 3_01 (sec: _.. ',ed)
<C(r! :_ ;;pPcd. tut DC\t s:.,rT ? L
dc':rri n:,,i t at ad:i:irr,al rev:,;.v a^d 5'07 COi; (SZ40) 40°'0 (S1c3)
WG..Cn DWO cnncurtenca is
Lcancc of G8;!?.TS fC!a!Cd I_ K':.:u

_
i
iiy?). )1 C,:rt:31 Wal?(C'1;::??y ?.
CCiIiSCri°,.: Na. 5301 (::.?d ni!ac..c.) S4C9 GO°6 (524C) 40% (S1G0)
ccn not h., arpPcd:

IV. For duvulopmernl That invc:vcs
the : lrg and/:r cxc.;vaGon of taro 5475 co% (S.55) 40;: (St90)
tlrzn ece -,crv or vvetland: ani;ar
open w.nur a.^_.rs.
C/n 1 ? l1.

0--r F D 5
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
R O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
January 20, 2006
Action ID No. 200600193 and State Permit No. 4-06
Lee's Cut HOA and BOA
Attn: Barry Johnson
228 Lee's Cut
Wrightsville Beach, North Carolina 28480
Dear Mr. Johnson:
- D-Z) ') V a,
I a-? al?os
912@20VLRN
JAN 2 7 2006
UENR - WATER ?'rFT1A'@ Af?L) STo a?' ATER G
aA10
Reference your application for a Department of the Army permit to relocate the existing
bulkhead, boardwalk, stationary dock and breakwater walls located at 228 Lee's Cut, adjacent to
Lee's Cut and the Atlantic Intracoastal Waterway, in Wrightsville Beach, New Hanover County,
North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan (enclosed).
Failure to comply with the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to me at the Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Henry Wicker, Project Manager
Wilmington Regulatory Field Office
Enclosure
Copies Furnished without enclosure:
Ms. Cyndi Karoly
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557,
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of Coastal
Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
~~-,,~,rf~
m
NEW CONICAL WHITE
PILE CAP AT EACH
NEW PILE. (TYP.) z ~
NEW SUPERLOC SERIES 1560 SUPERCAP EL +10.0 M.S.L. PROVIDE 3 PILE CLUSTER 6" TOP CAP CONT. (TYPICAL) O ~ ~ C~ i= Y 1 "0 CABLE F
0 END OF BREAKWATER p ~ 3 PILE z ~
SEE PLANS a m o N 2'-0" N a z
MAX z " " ~ o
EL +5.0 M.S.L. EXISTING BULKHEAD EL +5.0 M.S.L. EXISTING BULKHEAD ( ) ~ _ NEW PT CLASS B PILE o c~n z
TO BE REMOVED TO BE REMOVED EL +5.0 M.S.L. - w o x ~ o _ i o w ` NEW BULKHEAD N o
~`r EL +4.2 M.S.L. EXISTING N'~ E ~!SrING N i w
- - - - - ~ NEW PT CLASS "B" FT 4x6 ~ +4.2 M.S.L. _ A_ ~ ~ - ~ Z o W E~ PILE x 3 ' N WALER ~ ' iz?. ~ EL +4.2 M.S.L NEW PT 4x8 WALES t~6 0 ~
a' ~ "0 LOG i I o ~ - a. 1 ~ 1h~;~_ER , i o
I h;'~ 0 2 -8 O.C. (STAGGERED) F = ~ I i , o . , a
~ " ~ I ~ I ~ ~ ~ • ~ ~
° ~ I o ~ ~ I I ~ i r EXI~TiNG GR° o N / /~i ''GE
h NEW PT 4x8 WALES ~ Z I I h /~-//~.//i//i~/\// ~ EW CONICAL WHITE
I I N~ (TOP AND BOTTOM I I G ~ w H.D. V. 3 4 0 THR ' I N Ex~~TING ~ I I / GAL / U BOLTS w/ OGEE WASHERS EXISTING ~ ~ N.T.S. PILE CAP AT EACH ~
FT 4x EACH END ®EACH PILE. TYP. I I h 6 i _EL +1.0 M.S.L. _ ( ) PT 4x6 j ~ co _ _ - NEW PILE. o EXISTING _ SUPERLOC SUPERWALE CONTINUOUS. ~ m I ~ - m
WA~ER-- - WA R------- ~ ~ LE i PT 4x6_ _ - _ - - - _ y uSE-sa~~ WALE W-SPLICES AND W-CORNER W~R ' CONNECTORS PER MF'~ RECOMMENDATIONS. TYPICAL EL +10.0 M.S.L. ROVIDE 3 PILE CLUSTER ~
~ EXi~T~~\i ~ ~ G I ~i ? G,RA~E ( ) '::.::•:y ~ 0 ENO OF BREAKWATER
•I / I ////i~~ - ~ EL+. M o 0 0 .S. . L i _ _ i EL +0.0 M.S.L. p v\\//\\j~\\j\\j\\j\;~~ SEE PLANS o~ I EL + 0.0 M. .
EXISTING N = = EXISTING • ':.1 I >J ' /~`/~~//V~ SL EXI TIN ~ _ `,;1 , S cN _ h
PT 4x6 I I N EXISTING N EL -0.5 M.S.L. PT 4x6 - - - - , a I N WALER I FILTER FABRIC • . PT x6 EL -0.5 M.S.L _ ;;I I N EXISTING
- - -E-6-,1,0-~4,S.L,- ~ _ WALER- ; - ~ - - - FILTER FABRIC EL +5.0 M.S.L. WALER
EXISTING PT 2x8 '
SHEETING •.1 I N I I EXISTING (LENGTH UNKNOWN) ,':,;;1 I ` EW PT CLASS "B" PILE
I I ~ FILTER FABRIC I SEE SECTION A S1 I I /
) I ~ EXISTING PT 6x6 PILE ~ FOR MOR AI ;.I I ~ E DET L 12 HELIX
EL -3.0 M.S.L. (f) ~ 5 -0 f O.C. EL -3.0 M.S.L. t " ~•I I N EXISTING PT 2x8 I I N _ ) _ ~ I N » EL 3.0 M.S.L (f) EXISTING PT 2x8 12 HELIX
(LENGTH UNKNOWN - -~'1 I SHEETING I I \ (LENGTH UNKNOWN) / I SHEETING " / TURNS, 1 4 GALV. CABLE
/ 3 Z .I I d I d (LENGTH UNKNOWN) w 3 CLAMPS EACH END.
I I / \ EXISTING PT 6x6 PILE / 7 I STAPLE EACH TURN TO EACH PILE. ~ XI TIN PT x ~ E S, G 6 6 PILE DAR
I I G ®5 -0 t O.C. .,~:;'~1 (LENGTH UNKNOWN) I N ®5 -0 t O.C. MANED ~ to,~ eY MF ,--NEw PT 4x8 wALr:S
/ /i\/ I I ~ /\\i\\ I ~ i, I I (LENGTH UNKNOWN) TFS7 CR, TMp SEE SECTION A/S1
/ I I N MAX. ALLOWABLE I BACKfiLL CAVITY WITH CLEAN, FINE, WELL DRAINING SA DRAINING SAND. I I ~ FOR MORE DETAIL
VARIES /\\j\ SLOPE ~;1~-- / I I U COMPACT FlLL TO AT LEAST 95X COMPACTION IN LIFTS ,TION IN LIFTS OF 12" MIN. TYPICAL ~ EXISTING BULKHEAD _ _ _ _ _ _ ( ) EL +0.0 M.S.L. - - TO BE REMOVED. _ _
I d NEW MIRAFl FlLTERWEAVE 700 WOVEN GEOTEXTIIE FABF )TEXTILE FABRIC _
~ DOWN TO ELEV. -3.0 MS TYPI L ( CAL)
NEW SUPERLOC SERIES 1560 6" SHEETPIUNG x20' EL -1.0 M.S.L
LOCATE WEEPHOLES AT 4'-6" O.C. AT ELEV. -0.5 MSL LING x20' NEW SUPERLOC SERIES 1560 6" SHEETPIUNG x20'. EV. -0.5 MSL THRU WEBS, TYP.
DRILL WEEPHOLES AFTER INSTALLATION. SEE WEEPHOLE EE WEEPHOLE DETAIL t .(TYPICAL)
st
TYPE "A" BULKHEAD TYPE "B" BULKHEAD TYPE C BULKH 3 EAD
NOTE: APPROXIMATE DISTANCE FROM
M.S.L. TO M.L.W. IS 1.75'
a e Q Q
S~ Z _Z
J J
O O
IMPSON Z-MAX ANCHORS ~ (H.O.GALV.) TYP.
Q Q
5'-0" 5'-0" 5'-0" • 2, Pr 2x8 U 5 -0 5 -0 w 2, 5 8"4 U
NEW PT 2x6 DECKING •_O• EW PT 2x8 JOISTS 0 24" O.C. REMOVE THIS PORTION I 2 ( / / (REMOVE THIS PORTION .O.GALV. THRU BOLTS
~ ICAL ~ ~ OF EXISTING BULKHEAD do FlLL ) OF EXISTING BULKHEAD ~ FlLL) 0 EACH END EACH PILE ~
NEW PT 2x8 BAND EW PT 4x8 H
~'I~) I ~ EW CLASS II ~ EW PT 8 0 PILE GRANITE REVETMENT
EL +5.0 M.S.L. EL +5A M.S.L. ~ ~ MINIMUM PENETRATION DEPTH EL +5.0 M.S.L. 8' BELOW EXISTING GRADE 0 O.C. Z O
N EXI S ~ I NG iv EW GEOTEXTILE Z
PT 4 EL +4.2 M.S.L. c \\j\\j\\j~\/~\/~\/~\/~\/~\ EXISTING EL +4.2 M.S.L. x6 / PT 4x6 ---~--1 BELOW B~sE ec ~ WALL EXISTING N EL +4. M. ~ ~ 2 SL w
- - I - WALER \ \ \ \ iv ';..1 WALER I PT 4x6 _ ~ - NEW CLASS II = T
' I I I IST. MISC. CONCRETE WALER I GRANITE REVETMENT i I U V
~a I N I I N I _ ~ ~ I / RIP-RAP, OYSTER SHELLS, ETC. I C.~ ~ Q I I N I o~, J Q Q
~ \ \ / c N o cv I / ~ I 1 / I Cr Z W ~ ;EXISTING''~R'-, ~ I I G I NEW GEOTEXTILE Z W < F m
~ { I ~ , I I ~ I ~ / / ~ i I I I BELOW BASE do ~ m ~,/~\/i\/i\\/~\\ I~ o 0 0~ ALONG WALL L,aJ
I I N O I ~ I I N o f ~ Q
~o .~-L I EXISTING .~:~.~1 - ' _ ' - XI T N _ _ - - = 1~ p E slc I l p L_ II ~ p W ~ =1= _ I I ~ _ _ _ _ _ J~0 EX ST. MISC. CONCRETE _J p Q W J
PT 4x6 0 ~ - PT 4x6 T - PT CLASS "B" PILE EXISTING I I p 1 O' ~ RIP-RAP, OYSTER SHELLS, ETC. J PT 4x6 - _ - _ _ ~ ,o 0 0 0
WALER I - - - - - - ~ = I ~ ~ ~ 'I WALER I I NIMUM PENETRATION - - - - - ~ _ ~ ) H- - WALER I
'~.l 1 0 I Is s eELOw I ~ I ~ ~ I ISTING GRADE. I -uz , ~ ~ ~
~ EL +0.0 M.S.L o I l d I i _ = I EL +OA M.S.L. p I EXISTING N = ~ ~-FxISrINr, - EXISTING , I ~ i a I I Q V EL +0.0 M.S.L p I ~/a~~ ~ Z f- Z U F-
rv~cn~in ~ - I ~ h I I r x _ _ . 3L~! !C7(~C7r`-2':~cSl x i~ /1 ~
PT 4x6 I ~ FILTER FABRIC ~ AS p PT 4x6 ~ I N I
WALER - - ARM! WALER ' ~Ep I 6 I r ;cam, WALER \ /\r; ,v/~/\/\/\/ \rEXIS T ING • G ~ F"
~ LOgp ~ MF - 1 ~ GR I LLJ
;'r~..., n'P. I I N I I I I N I I J W W
;~:~.'::'~I I I I G I , I I I G I ~ ~ ~ J
I ~ I I I M I \ N 1 1 7 I I
'';~''~I I N EXISTING PT 2x8 12 HELIX I I H I EL -3.0 M.S.L. (f) ~ ~ EL -3.0 M.S.L. t ~ _ I 12 HELIX I I N I
.''".:~'~,::.'d I SHEETING 12 HELIX (LENGTH UNKNOWN r N EL -3.0 M.S.L. f ~ I 12" HELIX 12 HELIX • j 12 HELIX ~
I Q ) I I 3 \ I z
/ I ~ f ~ I / \ ~ EXISTING PT 6x6 PI 1(- / / I / LE / / ~ I ~ i~///\//\//\~ I I w / / / / h I w
/ ®5 0 O.C. ~RMI / ( I N ( AS D I ~ , ~RMI / /j,/~,./~,/~, r I I N I
I I LENGTH UNKNOWN NEp 9 I i AO MFGR I I I ~ TEST I I N AS p w . Ep ~FRMI ; ~ 8Y i~ I I G I N , ~ LOgp MFGR I & ED 9r Q Q o
i.~' IYP, I ~ I TEST I LOAD MFG z ~ 1YP, I l h I TEST R, o Z
1-+-L ~ EXISTING BULKHEAD ~ MAX. ALLOWABLE ~ ~ l,c~ DO NOT REMOVE SLOPE MAX. ALLOWABLE TYP, Q u SLOP ~ ~ w
E- E W ~
TYPE "D" BULKHEAD p " " TY E E BULKHEAD U ` n n W u
SUPERLOC SUPERWALE CONTINUOUS. TYPE E BULKHEAD E SUPERLOC SUPERWALE W-SPLICES ~ u ~ w
EW SUPERLOC SERIES 1560 6" SHEETPIUNG xZ2'. 0 W-CORNER a ~ a o
NNECTORS PER MFGRS RECOMMENDATIONS. ~ a zz
E z BLUE MARLIN Fl T R 3 z 3
1 /1 1 -0 S, 1 /2 = 1 -0 F LE SUPERLOC SERIES 1560 SEAW w r~ w Ln
S1 1 2N = 1'- " ALL FlLTER ~ w „ SHEETPILING x20 . / 0 S~ 4 -6 O.C. MAX.- w L., z
NOTES: LocA w z TE EEPHOLES n ..r N
NEW CONICAL WHITE 1. ALL INFORMATION NOT LISTED AS "NEW" IS EXISTING. AT - ELEV. 0.5 M.S.L. z wa W z o w T
PILE CAP AT EACH 2. EXISTING FLOATING DOCKS NOT SHOWN FOR CLARITY. TYP. _ U Ln
NEW PILE. (1'1'P.) NEUTRAL AXIS ~ v z v
2'-0" v W ~ z, LI!
EL +10.0 M.S.L. PROVIDE 3 PILE CLUSTER 0 END OF BREAKWATER r C
NOTE: NEW WALKWAY NOT SEE PLANS SHOWN FOR CLARITY H w T ~M LL T
~ EL +5.0 M.S.L. :7 d
EXISTING BULKHEAD TO BE REMOVED ~ NEW CONICAL WHITE N = Z 1 1/2 1 0 ~ ~
EXISTING N EL +4.2 M.S.L EL +5.0 M.S.I» PT 4x6 _ - _ - _ F_ EW PT CLASS 'B" I ~ ~ U ~ z s z S~ EL +5.0 .l. PILE CAP AT EACH w i3.) N
- - J , WAL~R ~ - PILE x 30' LONG NEW PILE. (lYP.} w Z Z W J Z Z i
c ! I I Illi I 0 Z -8 O.C. (STAGGERED) 5, r r~ Zz Fv 1_/ Z
I I I Illl I I .NEW PT CLASS "6" v 1 w w
I ~ I I _ o I I _ ;r- -~~T~ PILE x 30' LONG Typical SuperWale corner reinforcement w w _z
i I , ~ EL +4.0 M.S.L. ' ' ~ ~ _ _ ~ ~ / - . . z? EL +4.0 S.L. EXISTING 15"0 RCP-ADD
. ,j,. r' , I P I ; . , I ~ ~ Caner wood Chod~c to be Continuous & Mounted Fhish to na Tap. .t EXTENSION AS NECESSARY I I I I c' *s liaper wale d Flueh to the Bottom of the Lower Weie. 7 wood a FRP 3 yf~ ~
I I G( (TO AND BOTTOM I I ~ , ! ; ~ w H.O.GALV. 3 4 a ThRU BOLTS w OGE H'~ I ' ` ' { ~ 15"~ RCP-ADD PVC ~ EXISTING / / / E WAS .RS ~ 1 ~ I i"., TO PASS THROUGH
PT 4x6 I ~ EACH ENO ~ EACH PILE. I I' ~ N AS NECEE'iSARY TO PASS - - _ I I II SASS I 0 1 0 NEW BULKHEAD ouberwa>d chocks are rton~antlnuous. The wood Chock l I I I SEAL JOINT ~ M°"'w ~ w z
WALER , I ::`;;:'.°A; NEW BULKHEAD -SEAL JOINT i a I I; I ~ I I I I length the width a1 the wale. ~ > AL JOINT > r
- ~ ~ ~1 I---I ~ 1 0 1 I O i W a Typical Wale W m w e w :v
I EL +0.0 M.S.L. ~ I / \ cT ( _ ~ ~ ~ / ~ Z
EXI„ ~ ING N _ I ~ , I PT 4xE I I ~ ~ ~ •s::::::.:~::::: • n I I ~ I f ~ m .~"j z_
WALER ~ ' ' ! I _ ~ _ _ k,-1 I I FLbW I I I I NEW PT 4x8 Throu h Bola Cann ` / T 9 action ~
Eb--1,0-J~4,.S.L.--~- a _ ~ I : I ; I ' II ll w/ 2, H.O.GALV. / ~ N Q Y I I I I 3/4 0 THRU BOLTS w/ ' x 3 w
EXISTING MISC. CONCRETE I , ~ , ; i 'f` RIP-RAP, OYSTER SHELLS, ETC. I I ! I I I I OGEE WASHERS , ~ ~ x 3
I I INV. EL +1.77f M.S.L. I ~ ~ . - -I- f l INV. INV. EL +1.77f M.S.L. Il .I EACH SIDE, (TYP.). Typicaisuperbc PlanVlewot'~ r
rte'"`--~- VERIFY 1N F1ELD - _ _ _ VERIFY IN r ~ _ shee le ~ ~ Recommended 45° Comer
I j ,~~/i~/ I I h I i~ EL -3.0 M.S.L. (t) I . ~ I o o I x. I I
I I I o o I NEW SUPERLOC
I , ~,.~/j~/~ ~~,.~A• I I ~ ~ 15 0 PVC EL80W ~ ~ ~ ~ SHEETPILE, TYP. t ~
w/ H.D.GALV. STRAPS ~ I I I it I I i I Typical wale Wood Cha*
~~i~~, I I "I , , I I I I Typkal Wood Wale II II 05011
i ~ I ~ N PT 4 w EW x8 2, I ;I l ll II 05011
I I I ~ I I r H.O.GALV. 3/4 ~ TNRU BOLTS w/ II II \ II II o DES. JRA JRA
~ i i ~ ' `'1 ; : OGEE WASHERS EACH SIDE, TYP. ~ EL +0.0 M.S.L. p I EL I I I I =Mean Hlgh Water Level K EL +0.0 M.S.L. p CH . NWA
I ; ~ - - I , _ II II ~ = II II N WA
I , ~ ~ EXISTING BULKHEAD I ~,I~ DRWN. JRO VN. JRD
II II DATE 10 04 / I ( i I Through Bott Connection E 10/04/05
I I I I I I I~ II II ++++ttluutrrrr I I I I Permeable FNI \vv~ ~i~ `\~+++1111 1111///~/
I I :'1 1 I ---^=mar' ~I II II ~v CAR
I I ~ _ II II ~''~gj'' ,~i II II l
I . •-i : I I ~ i' ~ I I ' ' ' NEW BULKHEAD FRAMING -SEE II II Plan View of ~ SEAL SEAL
I I ~ ~ , LL SECTIONS FOR MORE INFORMATION. I I I I Recommended 90° Comer ~RMATION. I I I I
I I I I Note: Minimum of 2 Wales at Each Comer = 4631 4631 =
Isometric View of ~ •''~Clt~
i Racammertdad Caner ~~ii q
G ~ H R. A Note: Series 1540 Exposures Above 4,5 ft. rrn n 1 t l t+++ R. '''//11111111++~
1/2 - 1 o S1 J Note: Field Measure & Cut to Fit all Wood Chocks Series 1550E suns Above 5 ft. - _ Series 1560 Exposures Above 6 ft.
I 1 = 1 -o S1 1 N - 11-aN
I •A/
N.T.S.
S~ OF X OF X

m
z
J Z ~
~ N
a Z ~ o
U N N Z
W O a ~
N_ 0
W Q
O
O N
W
F
i
J
O ro
i
N
i
i
I
I I
s.
q :r
i l 77,
1
4
i t :r
1 i i
I,
I
STRUCTURAL NOTES: Q Q
GENERAL• z
LNG CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT ITS OPERATIONS IN SUCH A J J
TURAL NOTES ARE AN INTEGRAL PART OF THE STRUCTURAL 1. DUR OR FROM 1. THESE STRUC ~NqZ TO p OR REDUCE TO A MINIMUM ANY DAMAGE TO THE HARB ~ O O
DRAWINGS AND ARE TO BE USED IN CONJUNCTION WITH THE JOB IM NT OR OTHER FOREIGN MATERIAL, OR FROM THE PECIFlCATIONS IN ADDmON TO POLLUTION ~ ~ E
SPECIFlCATiONS. WHEN THERE ARE NOS OF EQUIPMENT AND/OR MATERIALS IN OR NEAR THE WATERWAY. HE SHALL NOT S SHALL GOVERN. WHEN THERE IS A SPECIFlCATION MANIPULATION ECOME THESE NOTES THE NOTE RETURN DIRECTLY TO THE WATERWAY ANY WATER WHICH WILL CAUSE THE HARBOR TO 8 Q Q
IN ADDmON TO THE NOTES THE MOST STRINGENT OF THE TWO SHALL T OTHER IMPURRIES. POLLUTED WITH SILT CEMEN,, OIL, OR ' U A U
GOVERN.
2. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE 2
2. BUILDING CODE - NC BUILDING CODE 2002 EDmON, CHAPTER 36 MATERIAL TO THE AREA BELOW OR ADJACENT TO THE WHARF CONCRETE, DEBRIS ANO OTHER RIAL H
P TFORMS NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATE LOADS: BOARDWALK: 100 PSF SURCHARGE: 100 PSF ~ ~ ARE NOT BEING EMPLOYED, 3. DESIGN LNE IF THE ENDINEER DETERMINES THAT ADEQUATE PROTECTIVE DEVICES
_ THE WORK SHALL BE SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED. 0 O
DESIGN BASED UPON EXTREME CONDITION 1.75MSL WATER ELEVATION AT r ` z
FACE OF BULKHEAD. t ~f s;. • r w
~ - ~ r Q. r - 2
4. CONTRACTOR VERIFY ALL DIMENSIONS AND DETAILS AT JOB SITE. ~ U ~ _
~ a: Q Q ~ ~ Q U
5. U.N.O. MEANS "UNLESS NOTED OTHERWISE". z W
6. ALL SPECIFlCATIONS REFER TO LATEST EDmON. _ m a ~ M
• Q c~ Q W
b W I- J I- J
MISCELLANEOUS: _ _ W J LLJ
1. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING 74 f I • { : r ~J'' r - W LAJ J
OF BULKHEADS AGAINST WIND, TIDES, STORMWATER AND CONSTRUCTION LOADS ~ i V 1
AND OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER N U x. E- N U N i-
REQUIRED FOR THE SAFE SUPPORT OF THE BULKHEADS. ~ N
R PONSIBLE FOR REVIEWING 2. DIMENSIONS: THE CONTRACTOR SHALL BE ES ~ W w ~s ,7-s W 0
THE DIMENSIONS OF THE STRUCTURAL DRAWINGS AND ADVISING THE ENGINEER j o-' LAJ
OF ANY DIFFERENCES IN DIMENSIONS BETWEEN THE PLANS AND SECTIONS AND 4 I O W 1 ¦ O W
EXISTING CONDITIONS PRIOR TO COMAIENCING CCNSTR:ICTION. ' } ~ J n~ y~~ U J
3. CONSTRUCTION SAFETY: THESE STRUCTURAL DRAWINGS DO NOT CONTAIN 1. ~j. ~ _ •
NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION.
~ U
4. DURING CONSTRUCTION, GRADE SITE TO PREVENT SURFACE WATER RUNOFF INTO WORK AREA. i ~ 9 F ~ ~ ~ > z
~ - ~ ~
5. CONTRACTOR TO CONSULT WITH OWNER TO REMOVE ALL WATERCRAFT, ETC. _ - L- - ~ k e' ` r W W~
FROM SITE AS NECESSARY. REMOVE ANO REPOSmON FLOATING DOCKS/ _ ~ / ~ ~
PILES/RAMPS/ACCESS PLATFORMS AS DIRECTED BY THE OWNER j z
6. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR Q ~f ~ ,t d ; w z <W
FROM BENCH MARKS AND BASE ONES ESTABLISHED 3 w Z
BY THE CONTRACTOR. DA~.1M IS MEAN_SFA r• - ~ f L w ~ ~ w w J
FOUNDATIONS -SOIL: '7 CrC ^3
c~. W ` ~ " y'` Q. a o
ED ON CLEAN WELL DRAINED, SANDY SOIL BACKFlLL 1. BULKHEAD DESIGN BAS , V
COMPACTED IN PLACE. SEE SdcME REPORT N0. 1061-05-411 DATED JULY 29, ~ z
2005. ~ r s ~ W { n W w
W CLEAN SELECTED FlLL COMPACTED IN 12" LAYERS TO 95 X OF 2. BACKFlLL / 6 ~ '.,fir ~ ~ z w z
MAXIMUM DENSITY AT OPT. MOISTURE CONTENT (ASTM D-698). ~~ti~~~ V N
~ .r 2 G..ia z o w o,
STRUCTURAL TIMBER ~ ~ - w hz r h~ U "
1. LUMBER SHALL BE AS FOLIAWS: ~2 KD SOUTHERN PINE OR EQUAL PRESSURE T.-,-~. ~ z
TREATED AS REQUIRED. ~ v z Ln
0 o 0
o Nea cnFS aNn NuMeER REQUIRED ARE NOT SHOWN. SUFFICIENT NWUNG
SHALL BE REQUIRED TO DEVELOP JOINT STRENGTH IN KEEPING WITH B w
PRACTICE. USE ONLY DOMESTIC H.D. GALVANIZED NAILS. ALL NAILING z a
SHALL BE IN ACCORDANCE WITH N.C. BUILDING CODE TABLE 2304.9.1 z t~; z
FASTENING SCHEDULE USING COMMON NAILS ONLY. W W w
z U z z
3, ALL HARDWARE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM At53 AS APPLICABLE. z z z
(n w ~ w o F
4. LUMBER ABOVE GROUND AND EXPOSED TO WEATHER SHALL BE PRESSURE w z z z
TREATED TO 0.25 U3S/CF NET RETENTION. ALL LUMBER IN CONTACT WITH NO SCALE ? a
GROUND SHALL BE PRESSURE TREATED TO 0.8 LBS/CF NET RETENTION. ALL LUMBER IN CONTACT WITH WATER SHALL BE PRESSURE TREATED TO 2.5
LBS/CF NET RETENTION. N. O 3
z v ~
5. USE ASTM A307 BOLTS WITH NUTS AND WASHERS FOR ALL TIMBER " " I NG 1. LEE COIri~C~dITE S~PERLOC SERIES 1560 6 SHEET PU U zw w>
CONNECTIONS WITH OGEE WASHERS. ERIES 1560 COMPOSITE SUPERWALE do TOP WATER. AND "SUF..~.OC S wW Z
~ z u
FOUNDATIONS - SHEETPIUNG / WALERS: z
R .123 c» 4r W w =
NS SUPERLOC COMPOSITE aooo 1. LEE COMPOSITES (CREATIVE PULIRUSIO ) a a < 3
SHEETPIUNG SERIES 1560 OR ENGINEER APPROVED EQUAL. ' ~ j
R .230 cu ars c-ADS ..ms) ' I TED ON 2. SHEETPILES TO BE JETTED/ORNEN TO DESIGN ELEVATIONS IND CA f- I ~ U M
WALL SECTIONS. a
.zoo trv ~ E v
3. WALERS t0 BE LEE COMPOSITES (CREATIVE PULTRUSIONS) SUPERLOC s.ooo p U~, .163 2.21 ref. R.ISO C3)
COMPOSITE SUPERWALE OR ENGINEER APPROVED EQ o •z~a
ate lo•oo• t.t9s ' 43,00' tYP• i L3>5 1x00 i
TOP CAP TO BE LEE COMPOSITES (CREATIVE PULIRUSIONS) SERIES 1560 SUPERCAP •9~z 4. _ OR ENGINEER APPROVED EQUAL. 4et ~ '`81 50.
0 05011
.s2! ~ ~ Crltlcal Dlaensbn ~ DES. Jf DES. JRA
HELICAL SOIL ANCHORS /TIEBACKS: sto j CHK. N CNK. NWA
ue~ DRWN. Ji DRWN. JRD
HELICAL ANCHORS SHALL 8E H.D.GALV. "DIXIE' OR APPROVED EQUAL. .izs t33 lAtO 1 • '1,109 3 ploces 0.162 ..000' -.015') Z plncrs
TO 2 x DESIGN LOAD. ss~4 718 2. EACH ANCHOR SHALL BE INSTAU.ED DATE 11 DATE 10/04/05
„ ~ taoao 1S. i . \\`1~~uiiu
3. ' DESIGN LOAD ~ AS SHOWN ON PLANS do SECTIONS. ~ ~ CAR
4. MFGR. TO SUBMIT DESIGN INFORMATION FOR APPROVAL, ,oso
NOTES: ~ SEA S E A L
5. ANCHOR INSTAUFR SHALL KEEP RECORDS OF INSTALLATION TORQUE FOR _
CH ANCHOR. THESE RECORDS SHALL BE SUBMITTED TO THE ANCHOR 1. SUPERLOC SEAWALL SHEETPILE & CONNECTOR OR APPROVED EQUAL. ~ AD INDICATED ON THE MANUFACTURER IN ORDER TO VERIFY THE REQUIRED TEST LO i 4631 = 4631
DRAWINGS HAS BEEN MET. MINIMUM TEST LOAD IS TWO (2) TIMES THE DESIGN LOAD 2. SHOWN FOR REFERENCE ONLY. ~.~ir~
CAPACITY INDICATED ON THE PLANS. LOAD TEST MIN. 2 ANCHORS. 't R. F
TYPIC L PHYSICAL PROPERTIES:
6. THE VERIFICATION MUST 8E SEALED BY PROFESSIONAL ENGINEER. 1. SECTION MODULUS: 7.96 (m a/ft)
7. A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AND COPIES OF THE
REPORT ARE AVAILABLE IN SPECS. 2. MOMENT OF INERTIA: 23.93 (in4/ft)
3. ALLOWABLE MOMENT CAPACITY: 16,000 (ftlb) c 0
1. CONIR4CTOR TO REMOVE DURING CONSTRUCTION OF BULKHEAD. 4F of X
i
`
j
_ _ _ _ _ _ _ _ _ _ -
_
I

/ V
i / }
i 2 1 -
i 3 PILE CLUSTER ,L • o. ~ a m x x - 0• i
SEE DETAIL 3/St 0• / -
(TOP ELEV. +10.0') / x - C7 i
NEW BREAKWATER PILING _ - / Z _ J i
INSTALL NEW CO ICAL WHITE g ~ _ ~ / ~ ~
~ PILE CAP AT EACH NEW PILE, TYP. /O i - ~ U)
6 ~ x d O ~/~S~
e ~ x I~f U U) / SURVEY DATA BASED UPON w z 3
o~ ~ ~ ~ ~ ~ / ~ ~ ~ • i TOP OF WAa.L +5.0 ~ ~ _ / / .1929 MSL DATUM o a
F ~ , a Z
ii x~ R08ERT N. GOSLEE & ASSOC1AlES, F.A. ~ Q
~ EXISTING BREAKWATER TO BE REMOVED - _ _ - / 1AN0 SURVEYORS -LAND PLANNERS ~ 513 CHESTNUT ST WRMINGTON, NC 28401 ~
~ i i _ i J _ _ ~ _ [phone] N ' ~ ~ v _ EMA1l: rhgilmOcapo-fear.net
~ _ _ s ~ _ PROX. LOCATION OF EXISTING - ~ w
- 1 ~ ~ CONCRETE-DEADMAN ANCHORS ~ _ Q
x ~ p. o ~ ~ i _ ®5'-O` O.C. ~ ~ 6- n - ~ ~
~ x i ~ ~ a o - a, _ ~ - ~ _ ~ V s o
I Q~ 1 Q A O J ~ / 12• x m
_ ~ ,o' XISTING MISC. MISC. r--~ ,.~'.~.1 i v ~ YI ~ I OY~ER SHELLS, ETC. ~ I I I ' - ~ + ~d~' i-'
o ~ i ~ ~ . , RIP-RAP, OYSTER SHf 9 ~ 6 5~ ~ ~ - . m ~ ~ D NEW ; I I ry. 1 r- 1 i i '',li Y m; I
1 1 fi 11 0~ NfrOOT CLASS 2 I I I i ~ ~I ~ I c~
~ ~ ~ I ~ W iii RIP-RAP ~l , i i , p `'i~l x t.l~ ~i z_ ADD GEOTEXTILE I+' I 1 i i ~ ~ ~ II
_ ~ ~ ~ 1 LOW BASE AND , i i~ I ~ ~ ~ X
i~ ~ . 3 PILE CLUSTER ~ ~ ~ ~ , 6 ~ ~ : ~ ~ ~ ~ . - ONG 'PIEW BULKH I i i i ~ JI ~ ZI w' ~ 3 ~ II II
SEE DETAIL 3/S1 r ~ ~i ~ ~ Jl ~ i~ E p J' ~ I I I I J- ~ ~ ~ ~ • I I ~ t O O x 0
(TOP ELEV. +10.0) x ~ ~ c~, /c,~, =i,,.~ >.J_ d~ a~~,.=-~~~~~ ~~.Q ~.~/a' ~ y II II YI i
i k EW TIDE GAGE ~ ~ .w\~,1\~' ~ wv~' v~ , ~ ~ / IQ~ ~/'~/Q'~,~ Ja! ~ i~ j~ II UIUI x yi I I I I I ~ I Q I i
~ I I I ,I I ~ '~'-D" ~ ~ I I yl I
~y, A ,~,;,A,•.~~ ~ .A\; V~ • ~`,A V` ~ x ~ ~ \ A 1 v. ~ .v~~
1 EW BREAKWATER PILING ' ~ - _ ~ Y`~, \ i
- lF• INSTALL NEW CO ICAL WHITE i;~___--~ rk~ ~~V A~~~A ~ ~ A ~ ~A ~ V ~ A \\•A,~ v ' ~ ~v ~V~~~; Av~A'~,, v'~ L_. ~ .~~,A ~ ~ y A ~ i
PILE CAP AT EACH NEW PILE, TYP. x , ~----~----,----~----~-y_-~-~-- I I i
1 0 ~ x x i -1-- 6• . 0 51 11 I I ~ 1 ~ FACE 0 . I I I T-al----- ~-1__,i I I
OP OF WALL ~ 2 ~ F ~ • 'I 1 ~ _~----~---1 I h) I I o
~ ~ ~ i ii ~ S~ I 5 I l x 1 -~t i
i ~ ' I y • ) EX STING BREAKWATER ~ • 1 ~ ~ ~ , S / I i , ~ ,k, o , l0 1 , 1 FACE OF l~ ~ Q I / _J ~ I
TO BE REMOVED ~ k l~ ~~-~i i t I I I S1 I ! I I/ • II I 1 I I ~ ~ I ~ Ah ' I I I I l I ~ I ~I l ~ ~ 1 I
~ , ~ ~ I I I I I{ 11 i i I I I 0 I ~ / TYPE E BULKHEAD ~ II I I I I I I I'll , O• ' I
A~ \ ' ~ ~ , i~ , Ir II I I i / x ~0 APPROX. - ' ' I , in , I ~ I t CONTRACTOR Q` I , 1 1 I
p 'Yc • ~ VERIFY IN FlELD) I a ~ ~ 11 I ~ (REMOVE THIS PORTION OF I ~ I - DfISTING BULKHEAD
~0 ~ i i I , { - I ; I L_r~ V I I ~ i i I i J i 1
I I I ~ ~ I I I 1 I I
1 j I I I ~I I ~ I ~_j~_~ I I I i I I , I
rp ~ l~ ~-n_~ I ~ I I I V I 1 ~ I Q~ I I
J 0. ~ i ' k I f I AA V I K'
~ r 1
9 ~ O, x ~1 ~ ,a 9 Q
~ 2 x ~ ~ x 1• ~ Z
6 • ~ s ~ ~1 ~ 1 x x , 1 ~ ~ J
~ ~ ~ 6• h ~ m, ~ ~ 9 o ~ 1 r1 x - ~ h t, . 1 / ~ 1 k5 ~ C O
1 ~ . ~ ,1 ~ 0 ~ I 6
0 ~ ~ ~ 8 ~ y ~ 1 P ~j• 6 ~ a h' AP ROX. LOCATION OF EXISTING l 1 k x / / ~ k• CONCRETE DrADMAN ANCHORS ~ Q
~P 2 S1 ~ * ~ . ~ ~ 0 5 -0 O.C. U
~ ~o 6 OP OF WALL +5.0 ~ ^ ISTING W000 BULKHEAD EMOVE FlLL B N TO BE REMOVED OLD do NEW BULKHEAD Sl
,d• ~ ~0 _
x ~ ~ 0 , E' I r---------------- , ~
~y ..~-J
OF WALL +5.0 I a C ~ t~r-~ I 0
~ 1 J ~3,- I a NL_J z
r--~ I I ~ w
~ I 0 1 _ - Wr-~ ~ 2
6• o 1 ~ ~ ~ ~ x 2 1. 1 9 I I r - I I 9 i i ~ r--, ~ a OL_J L 1 I I I I
~ I i / i x • (~1 I I I I Q I I/ J 1• I I , I I Z ~ 51 a ~ xl G I I 6 I I I , ~ I I Q Q U
i i ~ 6• I k I I/1 1 1 ~ I I t Z a 1 3 ~ I I i I ~ , o OF / 1 kl 0 I I 1 I 1' ~ Z W
~ I i i i i ~ i I ~ x ~j I ~ I I~ 16• 6• I I I ~ , ~ I II/ I I/ , ~ GG~ ~ Q O ~m
I I I\ ~ J' d I I ~ I I I II x x r. ~ Q I I \ 1 . aW
~~Y ~ i , i i ~ ~ ~ ~ ~ i I I i I I I I I I U N L.L I I I I I I 1 I Z i ~ J
i I I I I I I H ~ I I I I I j I I Zw ~
~ ~ ~ v ~ i i ~ C' ~ i i i I I ~ I I i 1 ~ I I I I I O~ I
0' ~ I I I I I I I I V~ Z~ I ~ I I I I I I ~ w /r
i i i i ~ NEW H.D. GALV. OP OF WALL +5.0 , , , I I I I I i (Q. r, V I I I ~ V U V)
_ '2 ~ ~ ~ i HELICAL ANCHORS x ~ , ~ ~ I I L 0 x TT I I I I I ~ I ~ I I = ~ QQ 1.~ j CL
X v SEE STRU TU ' ' i P C RAL I I I I I I I I I Y a ~Z ~ r V
• nR SECTION C S1. ; '~----------------------J x ~J U I I I , , I I , I a I I ~ W I ' roo ~ a c° W I -----------i ----------------J L__ I ~ I w W w LLJ
/ ~ ~ 1 I I ~ W I I ~----------------------1---~----- ~ J W
x 'Q~~~ I I w I V) J
~ r------------- ~ i i I I r---------------------- I 1 ~
~ 0. ~ i 1• ~ ~ ~h I I I I I I l r----------------------~ I I I I r---------------------- '
MARK AT UM ~ x o , 1 ~ 1 ~a 6. 5 AA ~ ~ , S,, ,0 1 ~ .x 1 I J I ~ i I I I T---~ j i ~ I ~ I I b I I I I I I U
K• / ~ 1 ~ /G~. x tiC p ~ \ i i ~1 1 I I i I • 1 11 • I I I . 1 . ~ I, ~1 I I I F x I x 6 Ix l a 1 3 I I~ I
f ~ . A i i I ( I z I I ~ , a' I 1~ I 1 I I 1 ~ w l I (tea I ~ • I ~ ~w
G ~ F ~ ~ STILL WATER FRAN) OCEAN FRONT +10.90 ~ ~ C' C~. ~ ~ I I\ I I I J /I 1 ~ ~ I \ I I ~ / I ~ I 1 I 0 I I I I I I I ~ I X ~ ~ I 1' I I I I ~f i / w
'y 0 i i ti 6 0 I I I I P, I `I f 1 I I , I I \ I I • V1 Q u
~ P . ~ I I I I I I I ~ Q I I I I I I I I I I
90~ ~ ~rti ~ ~ • S1 0 ~ ~ , I I I I I I I I I ; v z I ~ ' ~ ' I ; ' I ~ I
~ ~P L 1 ti ~ I I ' I I J I I I I ~ I I I I I I w z
y L ,n~,\ R , j 1 I I I I I i j I I ] I I 1 I I I I i I i , i ^ w w w
~ P P 5 o ~ ~i ~ ~ ~ P ~ ~ , I I I I I I I I I I I i I I I
+ ~ 1 I ~ I I I I I I I ~ I ~ Li I ' , I 1 a ao
y ~J ~ .~'__J L--J I I I I I . u L__J I I I \ I f
~ ~ ~ P O• SPRING HIGH WATER + ~ ~ 1 g 2.05 0 1 1 ~ 6 I ~ 2.7 1 3 a• 1 ~ z ~ 5 ? 3
9 ~ 1 • ~ x ~ 1 ~ ~ ~ ~ i p ~ x 6• o ~ ,y x 5• ~ ~ a• 1 a ~ ~ I rx 5 rr 6• w x 6• / a• 1 ~ I EXISTING WOODEN WALK W
eo COAST AND GEODETIC DATUM MEAN SEA r ~ J i LEVEL, MSL) +0.00 ~ ~ l ~ l x / ~ 1 TO BE REMOVED AND w L, Z o
n ~ ~ - n EXISTING BULKHEAO IS AT 6• h ~ z ~ x 6• ~ REPLACED WITH NEW AT ~ / x 40• I C7
AIWW, MASONBORO MEAN LOW WATER, MLW) 1.75 ~ x EXISTING M.H.W. TYP. ( ) i I PT WOODEN WALK. ~ 9 z 0 N Z
SPRING LOW WATER -2.75 I w OP OF WALL +5.0 ~ x TBM -TOP U W o,
OF FlRE HYDRANT r M~ U L'
NEW BULKHEAD ~ ~ I 1 ELEV. ~ 8.06 z 15• w z
x ~ r~ C o
1 O N
1 I ~ w 5 9 I ~ ,1 I (
z a ~ I L
~r~
` . fir. M--I w ?-I w N w U
SHEETPILE TOP WALER BOT. WALER TOP HELICAL 80TTOM HELICAL APPROX. SEE TYPE ~ I 1o w I~ z _z z
LENGTH ELEVATION ELEVATION ANCHOR SPACING ANCHOR CAPACITY ANCHOR SPACING ANCHOR CAF~ACITY NEAR FE SECTION ~ ~ ~ N W i 2 EW OODEN WALK i I " ~ z
A ~ " ~ . 6 - - - - _ _ _ 26 -0 A ~ { z w Cl~ z °
A(SIMILAR) 0 ~ g (40 -0) S 1 ~ ~ 6' 1 9 k ~ w 9 I 6~ 1 1 1~ 6~ z
,5 • B 1 x ~ B 20 -0 - -1.0 MSL - - - _ ? ~ / 5 ~ 1 1 g. /5 ~ 1 1 6 ~ . 5 ~
58 -0 be ~ ~ i S1 I I I` I I~ I I ( I I I I O
I I 1.0 MSL 5 -0 O.C. 15 Wp:~ . 108 -0 I I I 1 I 1 I I I I I I I I I I I I I I I w
~ I i S1 i I I i i i i i i i 1 ND EXISTING 15` R~+P. ~ I I I I I I I I I I ~ r r C z
3 0 MSL 1.0 MSL 10 0 O.C. 6 Wert 5 0 O.C. 12 ilk, 360 -0 ? A I , , OP OF WALL +5.0 , I , , I # ADD 2, PTCLASS B I I . I I I I I I I PILES x 3G LONG w w U2
S1 ~1, , X/i 01 ~ Ir-, I I I I I e I I I I I / I I ~ ~I I i O~ I r_~ I I I I SUPPORT CRADLE. W w a W w
" ~ ~ h I I E 20 -0 - -1.0 MSL - - • E ~ a I , I I I I I I I I I I I I I I INV=1.77 z I , I I I f' -'I ~ I , I I I I I I I 9 z .j
5 0 O.C. 15 11~ 235 -0 ~ , ~ II , I S1 ~ ~ I I I I II r r I I II ~ I I I I I I I I I I , I TYPE D BULKHEAD I, I I N I I I ~ I z
y/~ O ` I I I I ~ , ~ w ~ I I II ~I II L_ I I~ II I~ - I "a W w =
V ~ \ I I r ti rJ ~ N ~ r r 1 N I I I I I I , , I I I 6• Q
6 W E.S. FABRIC 0 ~ ? I I p a I I I I I I I I ~ 5 I I I ~ I I n
~5 2 1 ,2 5 ~ o~ , ~ . ~ I I I I ~ 1 I; ~ I S s~ . ~5 I I I I 1 I R M
o ~ ,o I 1 ~ I / 1• I I , I ~ I I / I I I I/ I I I I I ~
STEEL OR WOOD POST 2 F '~i ~ ~ ~ ~ ~ FACE OF NEW BULKHEAD ~ ~ ~
Z -----~r' ~ WIRE MESH FOR STANDARD FABRIC CE OF EXISTING BULKHEAD t ~ "f,
a 1 ~ N~ AIIN. 14 GA. 6x6 MESH o ~ STANDARD OR EXTRA STRENGTH 1 ~ ~ ~ _ ~ o ~ ~
FOR STANDARD FABRIC I • ~ FlLTER FABRIC 1J ~ ~ N I - ~--------~---T~- *
iv x ~ x I I i t ~ 1 x ~ r II II Y N 152 -o I I I I 0501 ~
~ J ~ ~ DIRECTION OF WATER FLOW (APPROX. -CONTRACTOR TO VERIFY IN FIELD). I I II ~ v 05011
I ~ Q (DO NOT REMOVE THIS PORTION OF EXISTING BULKHEAD) i i I i ~ I DES. JRA I ES. JRA
I ~ ~ EXISTING WOODEN W II II ' _ I I r I CHK. NWA
m FA~dC S~ ~ TO BE REMOVED AND MIN. B DEEP It 4 WIDE. II II HK. NWA
1 , REPLACED WITH NEW AVOID DECK PILING WHILE i i i i DRWN. JRD INST IN II II ALL G NEW H.D. GALV. II II DATE 10/( RWN. JRD
g Q ~ i t I PT WOODEN WALK. i~ HELICAL ANCHORS I I , I ATE 10/04/05
i' i I II I I \1~~1111II1~~~ C~ ~ I
~ i ' ' j ~ I ~ j 11 11 CAR
NOTES: I ~ ~ ~ ~ ! ~ I 1~ ~ f I j I I~ I '`,P I ~ ! ~ ~f I r -Ir ~ ~C~ I I ~ ~ I III, I ~ I I I I I ~ ~ ~ ' fSS?
1. SYN. FENCE FABRIC SHALL BE I~IMI. OF 30' IN WIDTH WITfI I i I I ~ I ~ ~ ~ i I ~ i I I - L__J L__J i i ~ I I ` ~ I I i I - I I I ~I ~ ~ t ~ I ~ I ~ SEAL S E A L
JO LB/MV TENSILE STRENGTH FOR STANDARD FABRIC ~ I AND 50 L8/IN FOR EXTRA STRENGTH. Ili ~ I ( I i' ~ i
~ ~ I ~ I ~ii~ ~ ~ II i ~;l 1831 i I I i~ I ~ ~ I is II I ~ I ~I~~ ~~I r I~ 4631
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, LAP FABRIC POST TO P05T. '•~Glt~' u'
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE ~~i R. A , 'v R. A
SELF-FASTENER STEEL ANGLE TYPE. ~~nnnn~
4. WOOD P05T SHALL BE A MIN. OF 4' IN HEIGHT AND 1" = 10'-0"
4 IN DUIMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN ~9 WIRE STAPLE f LONG OR TIE WIRES. I F
1. -7.8 -INDICATES SOUNDINGS RELATIVE TO MEAN SEA LEVEL.
2. (-6.08) -INDICATES SOUNDINGS RELATIVE TO MEAN LOW WATER.
r OF X 3. +5.0 -INDICATES TOPO ELEVATION RELATIVE TO MEAN SEA LEVEL. OF X
N.T.S.
I

_ _

s
,_,x_ _
• NEW CONICAL WHITE
PILE CAP AT EACH m
• NEW PILE. (TYP.)
EL +10.0 M.S.L. NEW SUPERLOC SERIE 0
PROVIDE 3 PILE CLUSTER " S 1560 SUPERCAP 0 END OF BREAKWATER 6 TOP CAP CONT. (TYPICAL) P Z
SEE PLANS 2 " C~ ~ i ~ CABLE Z
a ~ 3 PILE Z
EL +5.0 M.S.L. EXISTING BULKHEAD 2'-0" N m a ~ - Z d Z
TO BE REMOVED EL +5.0 M.S.L. EXISTING BULKHEAD l ) ~ _ . " - O
TO BE REMOVED Ex ~"iP~C; ~ EL +4. EL +5.0 N NEW PT CLASS B PILE ~ ~ M.S.L. ~ _ N N
P; axE 2 M.S.L. EXISTING wA_tR- - - - - - = NEW PT CLASS "B" P~ ax6 ~ EL +4.2 M S L ~ o w W o E ~'STINr, N ; ~ NEW BULKHEAD p N ~
- ~ - - ~ PILE, x 30 LONG WALER ~ - - - - ~ ~ - Z a W ti p F- 4 EL +4.2 M.S.L. ~ o
~ I N, 0 2 -6 O.C. (STAGGERED) I ~ I I r~ o~ - - - - - - - NEW PT 4x8 WA a _ _ LES WALE -1 ~ , ~ , ~ ~ ~ ~ ~
I I j ~ j F 2 ~ i I ~ ~
~ ~ Y', - _ i II I ~ I ~ G • i a~ u °o i ~ ~ it N
I I 1 I' I I I ~ m h NEW PT 4x8 W - ALES ~ ~ N EXIcT~n;^ GP,~ / / C~ w
N' (TOP AND BOTTOM i ~ I ~ ~ z I ~ EXISTING I I w/ H.D.GALV. 3/4 0 THRU BOLTS w OG W ~ I I Fn \ \ \ \ \ i
PT ax6 / EE ASHERS EXISTING _ - _EL +1.0 M.S.L. EACH END 0 EACH PILE. (TYP.) I I - EW CONICAL WHITE
WALER I - = PT 4x6 ~ - N.T. EXiSTIN _ _ S' PILE CAP AT EACH G ,`~I - _ _ SUPERLOC SUPERWALE CONTINUOUS. J
I I WALER- 1 - - - - - ~ _ ~ ~ I I ~ ExI,,T: G r ~ o P' 4x6 . , , ~ ~ NEW PILE. P, o - ~ - - - USES ~ ) ~UFEBWALE W-SPLICES AND W-CORNER m
~ ,RaOE EL +0.0 M.S.L. / ~ I _ ~ of I W^- R - - - - ~ _ CONNECTOR S PER MFGRS~ RECOMMENDATIONS. TYPICAL EL +10.0 M.S,L „ ~ ( ) ROVIDE 3 PILE CLUSTER
EXISTING • - EL +0.0 M.S.L. I ~/\/\-~\/\/\i\\•; PT 4x6 I I N EXISTING EXISTING N _ • ~ I N ~ /~~/i~/~\~ 0 ENO OF BREAKWATER o ! i ~ ,
~ I PT 4x6 EL -0.5 M.S_L WALER _ ~ J I~ EL +0.0 M.S.L. p SEE PLANS XI Er S IN G ;l I T N - ~ , , l .
_ - _Ek--1,0-M,S.L,-- - FILTER FABRIC WA R LE j P. 4x6 EL 0.5 M.S_L. _ `,a~:, EXISTING ;i I N
~ EXISTIN • _ I ~ G PT 2x8 WALER FILTER FABRIC EL +5.0 M.S.L.
I SHEETING
I LENGTH ~l I N ( UNKNOWN) EXI TI I I I , I I s NG
FILTER FABRIC I I ~ EXISTING PT 6x6 PILE I I ~ ~ M M I I c = _ _ _ _ = EW PT CLASS B PILE
EL -3.0 M.S.L. (f) ~ 5'-0"t 0. . I I N C• EL -3.0 M.S.L. t ' ~1 I f1 EXISTING PT 2x8 I SEE SECTION A S1 ;~,I I ao /
LENGTH UNKNOWN ) - - I I ( ) ~<-'1 I SHEETIN \ / G ~ " F 12 HELIX OR MORE DETAIL EL -3.0 M.S.L. t ~ I N EXISTING PT 2x8 "
3 2 `:~'~`,'1 d (LENGTH UNKNOWN) ) 12 H SHEETING EUX
/\/j\ I p (LENGTH UNKNOWN) TURNS, 1 0 GALV. CABLE
/ E STING PT 6x6 PILE ~ 5 -0 t O.C. /\/j\/j\/~~/ ~ I ~ w/ 3 CLAMPS EACH END. / EXISTING PT 6x6 PILE AS D STAPLE EACH TURN TO EACH PILE.
I I ~ .:~~.~°I (LENGTH UNKNOWN \ \ ~ 0 f O.C. M1NFp
S \ MAX. ALLOWABLE Vp,RIE / BACKFiLL CAVITY WITH CLEAN FlNE W I I (LENGTH UNKNOWN & LO BY MF TE GR, VIEW PT 4x8 WALES
/ I I U SLOPE ~ ~ ELL DRAINING Sl COMPACT FlLL TO AT LEAST 959E COMPA DRAINING SAN . I I ~ TYp D ~ SEE SECTION A/S 1
I I ~ CTION IN UFr! ~TION IN LIFTS OF 12" MIN. (TYPICAL) ! ~ EXISTING BULKHEAD FOR MORE DETAIL
d NEW MIRAFl FILTERWEAVE 700 WOVEN GEOTEXTILE FABI TO 8E REMOVED. EL +0.0 M.S.L. OTEXTILE FABRIC -
DOWN TO ELEV. -3.0 MSL. (TYPICAL)
NEW SUPERLOC SERIES 1560 6" SHEETPIUNG x20' 'LUNG x20' " ~ EL -1.0 M.S.L.
LOCATE WEEPHOLES AT 4'-6" O.C. AT ELEV. -0.5 MS NEW SUPERLOC SERIES 1560 6 SHEETPIUNG x20. .EV. -0.5 MSL THRU WEBS, TYP.
DRILL WEEPHOLES AFTER INSTALLATION. SEE WEEPHOLE iEE WEEPHOU: DETAIL ~ .(TYPICAL)
TYPE "A" BULKHEAD " " TYPE 8 BULKHEAD s~
NOTE:
APPROXIMATE DISTANCE FROM TYPE "C" BULKHEAD 3
M.S.L. TO M.L.W. IS 1.75' 1 /2" = 1 ~-o"
a S1
e S1 C
1/2 1 -0 S~ Q 1/2 1 0 Q
S1 z _Z
J
O IMPSON Z-MAX ANCHORS O
5'-0" ~ " (H.D.GALV.) TYP. ~
NEW PT 2x6 DECKING 5 -0 5'-0" (TwICAL) z'-o" Ew PT 2xe ~oISTS o 24" o.c. I" Q
(TYPICAL) (REMOVE THIS PORTION 5'-0" g'_0" 2, PT 1x8 V U
NEW PT 2x8 BAND OF EXISTING BULKHEAD do FiLL) (TYPICAL) EW PT 4x8 REMOVE THI w/ 2, 5/8"0 ( S PORTION
(TYPICAL) OF EXI ~ H.D.GALV. THRU BOLTS STING BULKHEAD do FlLL) 0 EACH END EACH P = ILE S
EL +5.0 M.S.L. EW CLASS II F., GRANITE REVETMENT • I-
\ \ \ \ EL +5.0 M.S.L EXISTING iv / EW PT 8 b PILE ~
~ EL +4.2 M.S.L. _ PT 4x6 \ - o EXISTING N EL +5.0 M.S.L. MINIMUM PENETRATION DEPTH Q EW GEOTEXTILE 8 , BELOW EXISTING GRADE 0 _ O.C. O
WALER - - - - - - I ; //\/j\ ~ PT 4x EL +4.2 M.S.L. /\\j\\ - 6 - - - ~ - ®ELOW BASE do ~ Z ALONG WALL ExISrINC N Z
" /i~/i~/i~/i~//i~//i~//i.! wALER - - - - - - _ I PT 4x6 EL +4.2 M.S.L. _ _ _ ~ -...1 w
~ 1 I N I I ~ I W - d(IST. MISC. CONCRETE ALER I ~1 CUSS II = Tw i
o N .''I I G ~ I I N I I G~ I / RIP-RAP, OYSTER SHELLS, ETC. I h I ~ GRANITE REVETMENT I L U
/V// / E_ ~ I I N I p~ 2 V~ Q \ / / x~S ~ LNG i ~ I ~ 1 J Q '//~/i~//\ GRADES I I I~ a cn J Z W
_ r ~ I. I I N o f I NEW GEOTEXTiLE - Z W / , /j~//~\//\~\\~ / ~ / O N I ? ~ ~ I I Q - ~ I g
EXISTING = I '.~I I ~ i /i\/i\\/ ~ I O ELOW BASE do m o~ ~ H ~ I I N o f o o ALONG WALL
PT 4x6 o EXISTING =___10 I. I W LLJ
WALER I I I p ~ 1 PT 4x6 - T ~ ,;.I ~ WALER I ' ~ EW PT CLASS ExiSTING - _ . - ~ EXIST. MISC. CON ~ "B PILE I - , J CRETE W
o I I I EL +0.0 M.S.L. ~ I pT I q , 1 0~ J MINIMUM PENETRATION 4x6 ~ ~ o p p~ RIP-RAP, OYSTER SHELLS, ETC. T r J J
EXISTING I = _ a I Q cv - ~ _ I EL +0.0 M.S.L. p I DEPTH IS 8 BELOW WALER I r ~ _ I I ~ k`XISTING GRADE. ~
PT 4x6 EXISTING - EXISTING • = I I I I N N - h I ~ EL +0.0 M.S.L. I I ~ I 1 ~ ~ ~ V) v
WALER - - ~ FILTER FABRIC AS p PT 4x6 I I N I ~ U EXISTING iv = I f) I I ~ ~ ~ , y J Z Z 1-
.I I` -'q do lOAO BY MFG - - - - = I
LEST R. lYp, I - - /\i \ \ xl..~i . - . / / / DE / .
I I I N I I LAJ
I ~ I I ~ \,~\,\\i\\i\` \ ~ VI J W W
I I I EL -3.0 M.S.L. f I I h EXISTING PT x 12 HEX '7 I Za u I I G I A J
N I I SHEETING 12" H EL -3.0 M.S.L. t i ' I EUX ( ) I ~ -y--~------------r---1---- 12" HELIX i
` I d (LENGTH UNKNOWN) I 12" H EL -3.0 M.S.L. t l l~ I " EUX ) _ 12 HELIX
I / I 3 z ///i ~ I d i / ~ XI T \ I E S LNG PT 6x6 PILE ~ r-- ~ I- / //~//\/~/I --~--~------------r- / 12" HELIX
/ N 0 5 -0 t 0.. aS ~ i C 0~'R / I 2 /V//,~ I Q I I r
(LENGTH UNKNOWN MIrVE I I N i qS I- ///////~//1 I h I I z p w z
I I LOAD MFG ~ I I G I i,\ h ZEST R. I ~ y n'P. I I h I ARM / / I I N I ~NfD \ I qs ~ ~ LOgp ~ MF I I G I 0 w~ r ^ w ~
ISTING BULKHEAD MAX. ALLOWABLE I GR. ~ I ~RMI .7 ~ NFD 1YP, I I I I & L BY Q v 1 `7 J
DO NOT REMOVE SLOPE ~ ~ l ,c MAX. ALLOWABLE I OAO Tf MFGR z 1.}•1 ~ II 1YP a Zz ~
TYPE "D" BULKHEAD SLOPE l ,c y Q ' ~ w
TYPE "E" BULKHEAD W ~ J w ~ Z
NEW SUPERLOC SERIES 1560 6" SHEETPILING x2Z'. SUPERLOC SUPERWALE CONTINUOUS. " y J z SU TYPE E BULKHEAD w PERLOC SUPERWALE W-SPLJCES W w
W-CORNER ~ r, v ~,y
NEC'1.ORS PER MFGRS RECOMMENDATIONS. ~ x GL J
E /z ~ o h-•~ z (7 4
Si S1 F z' SUPERLOC SERIES 1560 SLUE MARLIN FLTER ~ 3 ? 3
SHEETPILING x20. 1 /2" = 1'-0" SEAWALL FILTER ~ w w
~ ~ NOTES: S~ ~ 4 -6 O.C. MAX.- w w LM
NEW CONICAL WHITE 1. ALL INFORMATION NOT LISTED " PILE CAP AT EACH AS NEW IS EXIS'TiNG. LOCATE WEEPHOLES Z z
NEW PILE 2. EXISTING FLOATING DOCKS NOT SHOWN FOR CLARITY. i AT ELEV. -0.5 M.S.L. r T 1 ~ w o ~ z z
I w w
EL +10.0 M.S.L. PROVIDE 3 PILE CLUSTER 2'-0" ' , NEUTRAL AXIS U u U Ln
0 END OF ~iEAKWATER ~ ( ) SEE PLANS NOTE: NEW WALKWAY NOT z w N z w
EL +5.0 M.S.L. SHOWN FOR CLARITY H aN N
EXISTING BULKHEAD o..
. EXISTING iv TO BE REMOVED p ~ EL +4.2 M.S.L. EL +5.0 M.S.I. T 4x6 • " EI S1 1 a NEW CONICAL WHITE ~ " " z
wALEn T ~ EW PT CLASS 8 { ZT'z zr_r1z - ~ I I EL +5.0 M,~.L. PILE CAP AT EACH 1 1 /2 = 1 -0 Z
I PILE, x 30 LONG I , a ~ NEW PILE. (TYP.) ;v N 92 i~ LLI 00
0 Z -6 O.C. (S'fAGCERED) ' I 1111 S1 I I z~ * w r
I ~ ; Ir~l ~ ~ I . _ r z ~z ~
r - 17 ~ _ , i I- N ~fEW PT 4x8.V~LES _ - , I - ~•t / ~ EI NEW PT CLASS "B" z ~ P ~ w ILE x 30 LONG T ical Su erWale car Cl~
_ i EL +4.o S.L. YA P ner reinforcement w
OP AN k..... tt s, „z _ I I G (T D 80TTOM I I , _ i ~ EXISTING w H.O.GALV. 4 I I ,:.1 I i ~ EXISTING 15"0 RCP-ADD z z II Comer Wood Chodte b f>s Cantlnttoue ~ Mounted Flush to the i x II EXTENSION AS NECESSARY oa Z Z z ~
I / 3/ ~ THRU BOLTS w/ OGEE WASH.OiS I I / I PT 4x6 EACH END 0 EACH PILE. I I • cl I DICx' 15 4 RCP-ADO PVC TO PASS THROUGH t ~ WPw WW ~ Fuuft b the of ~ Lower Wab• Typical Wood or fRP -
WALER I I.;~',,:`,,,.,•.i f'I ~E1491ON AS NECESSARY TO PASS ~SS I N ~ 3 o I o EW BULKHEAD
I I , l~H NEW BULKHEAD -SEAL JOINT ~ I . I 11 .L JOINT I I I I SEAL JOINT Cwn ~ Outer wood chocks are non~ontlnuous. The yy~ :7 i p I I I length equals the width of the wale. ~ z z
I EL +0.0 M.S.L. p . . ~ I EXI N ; I ~ . ; I I ~ I I ~ I O I w f~ > W <
- ~ ar. w:: I PT 4x I Typcal Wale II w a ~ w :a
~ ~ WALtR ~ ! ~ I I I I ~ I _ _ I I II i~~; z ~ - ~ ti.. z
FLbW ! I N I I • II II , II II NEW PT 4x8 z "
EX STI G MISC. CONCRETE I I I I 1 I RIP-RAP, OYSTER SHELLS, ETC. I ' i II II W 2 H.D. Through BoftConnectlon \ w z
I I ! ! I INV. EL +1.77f M.S.L. I I - _ ~ I I I I 3/4 0 THRU 80LTS w/ ~ =
~ I I ~ VERIFY IN FIELD - ' - _ _ INV. I I ; I OGEE WASHERS ~ ~ I _3 INV. EL +1.771 M.S.L. I I ; I EACH SIDE TYP.. ~ ~ ~ 3
EL 3.0 M.S.L. (t) ~ _u ~ ~ I..^ VERIFY IN Fl r - - _ _ _ u _ _ , Typical Supenoc Plan View of
I I ~ U X I ~ I 0 ' I Sheetpile Recommends J I 0 d 45 Comer
I I ~ 15 0 PVC EL80W ' ' ' _ _ -N I I z
~~/\/\/\l I w/ H.D.GALV. STRAPS t ~ I o o I NEW P L I SU ERLOC
! f N I R - n-- ~ SHEETPILE, TYP. i II II
I I ' N ~ I G I I i. ,1 I I I i I TYp~I Wale Wood Chock
I I I I , . ` : NEW PT 4x8 w 2, ~ ~ . i ! I I ~~~>I I I,I H.O.GALV. 3/4 ~ THRU BOLTS w II II . I I I I Typical Wood Wale O C O i i
II J 1 1 II 05011
EL +0.0 M.S.L. I I ~ . ~ - I I i~ , OGEE WASHERS EACH SIDE, TYP. ~ II EI \ EL +0.0 M.S.L p I I ' I Mean lit DES. JRA
- , ~ I i I ~ I i I i I _ gh Water Level JRA
. EX STING BULKHEAD I . I ~l - II lI ~ CHK. NW } A N WA
I I I I I, a N i t i t I ~ DRWN. JRD II Ii JRD
I I I I~ ,1 Ir-~. DATE 10/04/C I I I I Through Boh Connection 10/04/05
I ' II II I i Permeable Fill \`~tI U U u t r rrJ~~/ ~\\\Ilillltll//~~/
I I i I ~i II ~ i
I I , I I ' i I , , : > ; ' ~ NEW BULKHEAD FRAMING -SEE I I I ( / ~i I I I I , ESSf•.
I , ; :,-,,I I t% WALL SECTIONS F R O MORE INFORMATION. II I I Plan View of ~ATIDN. I I i t Recommended 90° SEA L
i ;I I I i I Comer Note: Minimum of 2 Wales a1 Each Camer . S E A L
4631 46,31
G IwmeMc View of ; v , •It
S1 H Rawmmettded Comer ~ ~~i
1 p - ~ 1-On Note: Serves 1540 iii R. A Exposures Above 4.5 ft. h Note: Fleld Measure & Cut to F8 all Wood Chocks Series 1550 Ex osureS Above 5 / I I I l i I I t '~l/lllllli\\\
S 1 1 " 1'-0" p ft Series 1560 Ex osures Above 6 ft.
I P
I f
I i
• 2 N.T.S.
I S1 OF X OF X

F 1
Y
m
~I C7 Z
J
O ~
F = a p
~ U
W ~ N N
~ N ~Z
G
t
O O N
I
W 0
Q O i
I
;I O m
~ f~ 0 ~8
~ A
~ t.
R T H
~C
,4
I
--gym ~ ~€rx*'i
d . O O 5 J i
a Q i
z z
J J
O O
STRUCTURAL NOTES: cr-
CONDUCT 11'S OPERATIONS IN SUCH A j a Q I
GENERAL: STRUCTION, THE „ONTRACTOR SHALL 1. DURING CON UM ANY DAMAGE TO THE HARBOR FROM U
RAL PART OF THE STRUCTURAL p~yENT OR REDUCE T4 A MINIM THE STRUCTURAL NOTES ARE AN INTEG MANNER TO FOREIGN MATERIAL, OR FROM LEE'S CUT MARINA ~
1 ~ THESE NJUNCTION WITH THE JOB ~ per, SEDIMENT OR OTHER BE USED IN CO POLLUTION NEAR THE WATERWAY. HE SHALL NOT DRAWINGS AND ARE TO TIONS IN ApDfTION TO IPMENi AND/OR MATERIALS IN OR T'0 BECOME x
WHEN THERE ARE NO SPECIFlCA MANIPULATION OF EAU HICH WILL CAUSE THE HARBOR SPECIFlCATIONS. WHEN THERE IS A SPECIFlCATION Y TO THE WATERWAY ANY WATER w TES THE NOTES SHALL GOVERN. RETURN DIRECR IMPURITIES.
THESE NO INGENT OF THE TWO SHALL ~ ALT, CEMENT, OIL, OR OTHER ADDITION TO THE NOTES THE MOST STR POLLUTED IN
NOT BE ALLOWED TO DROP WASTE GOVERN. OPERATIONS, THE CONTRACTOR SHALL o O i
2. DURING REMOVAL gLLpW pR ADJACENT TO THE WHARF mON. CHAPTER 36 RIS AND OTH~ri MATERIAL TO THE AREA T CATCH THE MATERIAL z z
CODE - NC BUILDING CODE 2002 ED CONCRETE, DEB CTIVE p~CE$ SHALL BE USED 0 2. BUILDING NETS, SCREENS OR OTHER PROTE PLATFORMS, ~ p~CES ARE NOT BEING EMPLOYED, w ~
F SURCHARGE: 100 PSF p~ERMINES THAT ADEQUATE PROTECTi LOADS: BOARDWALK: 100 PS IF THE ENDINEER DATE PROTECTION IS PROVIDED. 2
3. DESIGN I.iVE K SHALL 8E SUSPENDED UNTIL ADEG AT1ON AT THE WOR ~ Ct d' ~ ~°i O~. v Q U
ME CONDITION -1.75MSL WATER ELEV DESIGN BASED UPON EXTRE
FACE OF BULKHEAD. z W
H E ET INDEX ~ ;:~-~~~~h ~ ._a`' , ~ m ~m
IMENSIONS AND DETAILS AT JOB SITE. 4. CONTRACTOR VERIFY ALL D Q W
a Q;f ~ a w
S "UNLESS NOTED OTHERWISE". 5, U.N.O. MEAN • ~ W J J W LLJ
CIFlCATIONS REFER TO LATEST EDITION.
6. ALL SPE
ET 74 _ ; _ ~ W ; < s' N U N _ = t!1 t/~ U F--
MISCELLANEOUS: 2
DATE TEMPORARY BRACING, SHORING TE PLAN r ~ ' _ r W N w C~
E CONTRACTOR SHALL PROVIDE ADEO UCTION LOADS 1' TH IND TIDES, STORMWATER AND CONSTR OF BULKHEADS AGAINST W ~ CTION IS NO LONGER ~ir
MPORARY FORCES UNTIL SUCH PROTE AND OTHER TE H BULKHEADS. O W
IREO FOR THE SAFE SUPPORT OF T E ' REOU IEAD SECTIONS & DETAILS r ~ ~ ~ ' W ~ C„) J ~
ALL BE RESPONSIBLE FOR REVIEWING
. DIMENSIONS. THE CONTRACTOR SH SING THE ENGINEER ~ F THE STRUCTURAL DRAWINGS AND ADVI THE DIMENSIONS 0 N THE pig AND SECTIONS ANO
DIFFERENCES IN DIMENSIONS BEIWEE OF ANY pMMENCING CONSTRUCTION. . ,qf~ ~ C.~
EXISTING CONDITIONS PRIOR TO C
UCTURAL DRAWINGS DO NOT CONTAIN
CONSTRUCTION SAFETY: TNESE ~ N, 3' FOR SAFETY DURING CONSTRUCTIO NECESSARY COMPONENTS - 4. ~ w' ,+A Li.1
TO PREVENT SURFACE WATER RUNOFF ~ V
DURING CONSTRUCTION, GRADE SITE 4. z
INTO WORK AREA. p, ~ ~~T~
R TO REMOVE ALL WATERCRAFT, ETC. CONTRACTOR TO CONSULT WITH OWNE NG DOCKS r! ,r' M~+N z
5~ REPOSmON FLOATI / OM SITE AS NECESSARY. REMOVE AND
~ ORMS AS DIRECTED BY THE OWNER PILES/RAMPS/ACCESS PLATF 7~ W _ J w 3
YOUT SHALL BE BY THE CONTRACTOR O w
6. CONSTRUCTION LA ABUSHED BENCH MARKS AND BASE LINES EST FROM a, z
BY THE CONTRACTOR. ner w ~c,.,apf g;,~:m~;:ge.±r~4r _...1..~ ~ t r 1"~ Z 3
- OIL: FOUNDATIONS S a ~ u~i w Ln LI!
WELL DRAINED, SANDY SOIL BACKFlLL ULKHEAD DESIGN BASED ON CLEAN, _411 pp~p JULY 29, 1. B SEE SdCME REPORT NO. 1061-05 ' ~ ~ Q~ _ ~ ~ z nor N
COMPACTED IN PLACE. C7 W z
2005. e ~ w o,
ACTED IN 12" LAYERS TO 95 ~ OF ~ Ln
KFlLL W CLEAN SELECTED FlLL COMP 2, BAC / ASTM D-698). AT OPT. MOISTURE CONTENT MAXIMUM DENSITY z~
C N 1+~ 0
STRUCTURAL TIMBER O N
OUTHERN PINE OR EQUAL PRESSURE - ~ L
iiiuAER SHALL BE AS FOLLOWS: ~2 KD S r a
TREATED AS REQUIRED.
p p N
E NOT SHOWN. SUFFICIENT NWUNG SIZES AND NUMBER REQUIRED AR ~ BEST 2' NaL LOP JOINT STRENGTH IN KEEPING p U z z
SHALL BE REQUIRED TO DEVE A~,L NAILING Y DOMESTIC H.D. GALVANIZED NAILS M C
PRACTICE. USE ONL G CODE TABLE 2304.9.1 IN ACCORDANCE WITH N.C. BUILDIN SHALL BE N NAILS ONLY. i z o w
FASTENING SCHEDULE USING COMMO
VANIZED IN ACCORDANCE WITH ASTM w z z
OWARE SHALL BE HOT-DIPPED GAL 3, ALL HAR NO SCALE
A153 AS ApPUCABLE. 0~3
TO WEATHER SHALL BE PRESSURE MBER ABOVE GROUND AND EXPOSED ~ 4. LU ETENTION. ALL LUMBER IN CONTACT u
TREATED TO 0.25 LBS/CF NET R ON. ALL TREATED TO 0.8 LBS/CF NET RETENTI 1 . U zw
GROUND SHALL BE PRESSURE TO 2.5 WATER SHALL BE PRESSURE TREATED I w a W w
LUMBER IN CONTACT WITH ~ I r z
LBS/CF NET RETENTION.
TIMBER ' ' RLOC" SERIES 1560 6" SHEET PILING yylh{ N~$ AND WASHERS FOR ALL 1. LEE C01r~C SITE "S~1PE SUPERWALE do TOP WATER. 5. USE ASTM A307 BOLTS ~_OC SERIES 1560 COMPOSITE z r ~T~ w =
WITH OGEE WASHERS. ANO ~ CONNECTIONS
' a R .125 t3) a 3
n ~
NDATIONS - SHEETPIUNG / WALERS: 9.000 FOU I U M
PULTRUSIONS) SUPERLOC COMPOSITE ~ moo ~0 1, LEE COMPOSITES (CREATIVE EQUAL. C
60 OR ENGINEER APPROVED an t-~'ms' ' SHEETPILING SERIES 15 R zso u) •us ~ I
DESIGN ELEVATIONS INDICATED ON
ETPILES TO BE JETTED/DRNEN TO I 2, SHE
WALL SECTIONS. zoo trm I e•ooo ~ ~
PULTRUSIONS) SUPERLOC ® 2.21 R.lso t3I ; t0 BE LEE COMPOSITES (CREATIVE .lss 3, WALERS PROVED EQUAL. z70 05 05011
WALE OR ENGINEER AP ,o,oo. 1.195 j 43~ t5oo COMPOSITE SUPER ,wl trv~ 15.00• .962 i
ULTRUSIONS SERIES 1560 SUPERCAP _ .1e1 ' DES. DES. JRA
SITES CREATVE P ) ~ ' TO BE LEE COMPO ( 1e1 - 4, TOP CAP ~ CHK. CHK. NWA
ROVED EQU OR ENGINEER APP ~ ' •se+ ' Crltlcnl Dlnenslon ~ DRWN.. DRWN. JRD
•910 ' ' DATE DATE 10/04/05
ANCHORS /TIEBACKS: ~,ee~ t Mscn ~e•~ \\`~,u~
HELICAL SOIL az5 a'a~ : "'se'°°°' 'au' C
..GALV. "DIXIE` OR APPROVED EQUAL. x,909 HELICAL ANCHORS SHALL BE H D •"B 1. lcs~+
ALLED t0 2 x DESIGN LOAD. le•ooo `5'
EACH ANCHOR SHALL BE INST 2 • - SE SEAL
- - ON PLANS & SECTIONS. . 3, DESIGN LOAD - AS SHOWN 4 4631 =
APPROVAL. , .aso v ~ ~.~11G
TO SUBMIT DESIGN INFORMATION FOR 4, MFGR. OROUE FOR - PILE & CONNECTOR OR APPROVED EQUAL.
EEP RECORDS OF INSTALLATION T ~ 1. SUPERLOC SEAWALL SHEET 5. ANCHOR INSTALLER SHALL K ITTED TO THE ANCHOR ,~i~ R ~~~iii
, THESE RECORDS SHALL BE SUBM p ON THE EACH ANCHOR TFLE REQUIRED TEST LOAD INDICATE VERIFY 2. SHOWN FOR REFERENCE ONLY.
MANUFACTURER IN ORDER TO TyVO 2 TIMES THE DESIGN LOAD •~1ir1 `I~ NIMUM TEST LOAD IS O Ol~+
DRAWINGS HAS BEEN MET. MI N, 2 ANCHORS. TED ON THE PLANS. LOAD TEST MI TYPICAL PHYSIC CAPACTTI' INDICA
AL ENGINEER. LUS: 7.96 (ins/ft) I
N MUST BE SEALED BY PROFESSION 1. SECTION MODU 6, THE VERIFICATIO
AND COPIES OF THE RTIA: 23.93 (in4/ft) VESTIGATtON HAS BEEN COMPLETED 2. MOMENT OF INE 7, A SUBSURFACE IN 0 OF X
REPORT ARE AVAILABLE IN SPECS. CAPACITY: 16,000 (ftlb) 3. ALLOWABLE MOMENT
~ ~T~~ QTY SERVICES
F BULKHEAD. TO REMOVE DURING CONSTRUCTION 0 1, CONTRACTOR

- _ _

i ~ / v
_ ,
i 1 m
,0• 0• ~ x x 0 1
3 PILE CLUSTER ~ _ x~
~ SEE DETAIL 3/S1 ~ TOP ELEV. +10.0' gyp. /
( ) i x / O - - z
NEW BREAKWATER PILING ` ` _ - ~ ~ _ ~ Z J
INSTALL NEW CO (CAL WHITE i PILE CAP AT EACH NEW PILE, TYP. g ~ ~ o ~ 0• ~ - - ~ ~
x / d O
6 ~ k. r 00 ~ k ~ U SL U M N
I I / SURVEY DATA BASED UPON w z Q / ~ 1929 MSL DATUM o ~ ~
U !i ~ , TOP OF WALL +5.0 F ~ 1 i _ - N o - - _ _ ~ Z
II ~ II k _ _ ROBERT N. GOSLEE & ASSOCIATES, P.A. ~ ~
" EXISTING BREAKWATER - _ _ / LAND SURVEYORS -LAND PLANNERS O
TO BE REMOVED G I ~ . 51J CHESTNUT ST. WILMINGTON, NC 18401 O _ / (91OJ 763-1941 N
~ I ~ I ~ I p ` ~ _ EMA1L: rtgilmOcape-teocnet _ APPROX. LOCATI N F X T ~ - w
1 - ~ 0 0 EIS ING ~ CONCRETE~DEADMAN AN HOR Q
x ~ 0 • , ~ ~ ~ ~ S - o ®5 -0 O.C. 6'
~ / ~ ~ X ~ ,y ~ ~ ~ I ~ ~ ~ ~ O ~ J
a, o _ v J ~ ~ p
dl~ ' ~ _ ~ o• (STING MISC. v ~ ,;.,r' , ~ ~ ~ o~ z x m MISC. I I ~ ~ ~
J ~ ~ ~ RIP-RAl' OYSTER SHE g o~ 6 . . OYSTER SHELLS, ETC. L rX T L v 1 H, =i ~I N
~1 I. ~1• o ~ fi ADD N ~ r~ 1r.~~ I tv; Y~ mI ~ Ew I I I I ~ 1, ~ I ,I II ~ ; i NEDOT C1,ASS 2 ~ ~ ~ o, o
i ~ RIF-RAP' I ~ ~ I t 4~,1 s ~ x r' m~ Zi i~
I . ~ ~ ~ ADD GEOTEXTILE i+' ~ ~ i i , " I N
1 ~L BASE AND , I I , , ; ~ ALONG ~PIEW B~1,LKH i + I I ~ ~ / z w. ~ i
~ 3 PILE CLUSTER 6 ~ v v ~ ~ ~ ~1 ~ ~ I~ i i ~ ~ k I, ,py O O I x p
SEE DETAIL 3/S1 ~ ~ ~ k X ~ . ~ ~L „J~ ~ y ~/i ,i' ~ ~ ~ n I ~ I~ ~ ~ I'~ ~ 1'~ ~ TOP ELEV. +~O.O k / I ~ ~ iC o~`~~, i Q ,Q -~i,~".~ i; iG :J4 iQ i ~ i/ I ~,~i .~7 ~ ~ J'~ ~ I I I I Yi J ~ U x 7
1, ? ~ ~1 ~ ~ . I~ I l I I ~ Q' QI
EW TIDE GAGE ~ ~ V ~ ~ , ; ~ ~ . , . ~ ~a~ ~ ~a :Ja ~ ' ~ v ; ~i Il ~ ~ ~~ILL~ ar J' I I ~I i ,I I ~ 2 -D ~ I yl I y~ ~ •
1 , A ~ ~ ~ \ \ ~ ~ ~ ~ \ \ ~ ~
I ~ ~ ~ x 1 i i~ . ( --------------------Y--h-
EW BREAKWATER PILING ' ' ~ I ~ ~ I
INSTALL NEW CO ICAL WHITE i~___--~•~ k~ p~. I ~ ~ , ~ PILE CAP AT EACH NEW PILE, TYP. x ~ -1- I -
~ 1 1 I I K x -L---~--- •-~--¦-~-1-- 2 p~. h 0 I ' \ ~ ~ , ~ 9 I I I I 4' ` ~ 1 1 ~ ~ h• I ~ ~ I r--~*------- FACE OF NEW BULKHEAD i
9 6 p ~1 I k OP of WALL +5.0 2' ~ 2 F I ~ ~ I 5 ' 1 I I 1 I - - -------+r- _1----~-~-- I I I ~ - k' k' I I ~ \ c
,;~~Q• h ~ A ; S1 I rI`lrQ _ 1----~-- I k• ~ -r-~~-wJ__ 1_ -
~ ~ I I I I ~ 1. ~ EXISTING BREAKWATER y 1 ~ ; : ~ ~ , , I; ~1 • E I O o I I x - N FACE OF EXI I ~ r I O 1 ~ ST NG BULKH II , I I I w ~ k
$ i TO BE REMOVED ~ ~ I I x / ~ I I ~ I I I ~ I I S1 I I I/ M, 1 I I I II ? I ~ I ~ ~ n I I I I I I I 1 ` ~ i
I \ ~ ~ I I - 1 II ; I ~ ( ~I 5~,~A I I I I I I 1111 ~ r 1 I I . I I II I I I I I O I .r~ ~
~ I i I I I I TYPE 'E BULKHEAD I ; . I I „ • I I . I I'll , 0 • 5 II I I ~ ~ II ~ I~ I I
F ~ I I I ~ I ~ I ~ I ~ I 'tea (APPROX. - co I I , ' MRACTCR ~ , IFY IN FIELD I ~ _ ~ ' ~ ,
'Qp ~ . I ' ~ ' I _ , ON OFI EXISTING BULKH ' ' I I I µ M~~
i ~ J I I I I I I I I I I I I I 1 I I I I I ' I ' I 1
~ Q~ b I ~ I ~ i , i ~ I ~ I t- J ~ , I I I I i
^A' CO V ~A 1. / I ~ b- I I I I I b-~
` 0~ J ~9 b' I ~ b _ A~•
P ~ ~ ~ 0. b- . ~ r ~
r 1 3. 1 ~ ~ Q
9~ x • x 9 I I Z Z j
~ + ~ x 1 6 b•~ ~ e 1 5 1 x 1 J o
6~ h l 1 x 1 ti x 1 1 ~ C
1 ~ ~ 1 ~5 ~ ~ x 1 ~ 2 0 ~
/ ~ o ~ i I 6 1 \ ~ APPROX. LOCATION OF EXlST1NG ~ 1 6~ ~ a
? g 9~0~ i~ ~P ~ ~ ~ k• CONCRETE DEADMAN ANCHORS ~ i ~ ~ ~ 0 5 -0 O.C. U ~
` ~ S1 ~ ~ l D OP WALL +5.0 ISTING W000 BULKHEAD EMOVE fill 8
b ~c~, TO BE REMOVED OLD do NEW BULKHEAD S1
rQ' ~ k ~ L ~ _-.J I F
0 w ~ti r -~I I G~
OP OF WALL +5.0 o C \ ~ c~r-~ 0
x~___--------- .z~ I r~ '~•I I z
~ ~ J ~ ' ~ ~ NL_J
~ Q~ r--~ -I I i Tw
~ ~ g 6• o 1 a~ ~ I ~ I I ' 7 I ~ I I - I
p. ~ k I 16• . r 5 • ~ I I k r r-- i R: L_J 1 ~ I I I , 1 ~ I I i I Q ~ I. h 1 ~ I I Q, I ~ z a Q U
k ? I I\ I i I I ; 1 I I~ J I , V 9 I I x 6. 1~ 6 1.1 1 1 1 o Z i I I I ~ o of _ Z W
1 I I I i J I I I I I o I Ix ~ I?- I` 1 I I I\ I I 6• 6• ~ ~ I I LL M
1 / ~ I I I Il I I l ~~~a i ~ I I I I I I/ k ~ Q I I , ~ z ~ Q Q W
~ ~ ~ I I I I I ~ I I I I I ; ~ U- I ~ I I I =
~n~. ~ I ~ ~ ~ ~ I ~ I I I I I I ~ I
~v / ~ i I I I I ~W ~ i I I I I I I~ Z I ~ I I I I I I I ; O~
i i I I I I I I ~ ~ I I ~ V I I I I I I I I w (r Z >
. r0 I I I I , i ~ I I I I I , I ~ ~ I U v U V)
Y ~ ~ NEW H.D. GALV. ~ , „ , r, ~ OP OF WALL +5.0 , , I j I I 4 I I I I L p X~ CL ~ LLJ
~'i HELICAL ANCHORS- k ( I I I SEE STRUCTU ' i P RAL I I I I I = \ ~J' O O ~ I I I I i Y x ~Z ~ ~ , I I I I I I I I J I ~V ~ d w _fW w V
-----------------------J I • ~ TIN I Q ~ SEC 0 C/St. , 1 I I I I I ~ I I ~ I ' ~ Lil Lt1 ~y
i ~ r~' I I , ~ ~ ~ Q fl w ~ Li I ~ I ~ W J ~ -------------J L------------ ~ V1 J W
1 / ~ k ~ ~ ~ j x 'P p r---- I I ~ J
r------------- I I W I I I I I e
~ n ~ ~ ~ ~i U I I I r--------------------- I I ~ r------------------- I I r----------------------
1' 1 h N ~ I I. MAR K A ~ UM o 1 x , ~ 1 r '~0 6 5 ~ ~ ~ I I I T---,------- i I I ~ ~k 16 ~ I I ! ~ ~ U
~ . ~ s .o .x 1 ~1 I ~ • 1~ I , 1 ~ J I , 1 I ; ~ I"" IX I ~ I ~ I ~
k tiC 0 i ~ \ ~ I k ~ I ~ I I, ~ Ik I , z I , I ~ I 1 ~ I i I t G1 w ~w
STILL WATER (FRAN) OCEAN FRONT +10.90 Gf. ; ~ I I ~ I ~ I I I I 'J 1 ~ i l I \ # I ~ , 1 I 0 I I I , I , 6 # ~ 1 I I 1• I ~
ti CO I I I I I ~ i w ` I I I I ~I I I I \
~ 0 I ~ ~ P I ( I I ~ 1 I I ~ I I ' I I I I I I I I I I I , I G. 1/ I I I I I I I z < U
~ C I I ~ 9 P J ~ A ti ~ ~ i I I I I I ' I I ~ ~ <
. St o G I I . ~ 1, I 1 ti ~ I I I. I I I I I I I I I I , I I I I I w `z
~o ~ I I ~ ~ R ~ I ~ I ' I i i I I I
v 1~ i ~ P I P 5 I i I I ~ i i w I I I I I I --T--~ Lu
o c ~ ~ P~ II 0 I I I ~ I I I I C I I I I I 1 it ~ i I i I ~ I I ~ i C ~
~ ~ Fry ~ r ~ ~ cam. o
~ ~ P b~ g SPRING HIGH WATER +2.05 y ~ ~ L--J I I ~ 1 ~ 6 I ~ 2. z
Q 1 x ~ 1 ~ ~ h a ~ r ~ x 6• ~ a• 1 ~1 1 ~1 ~ ~ i ~ x 6. 1 w
o ~ k r~• r ~ ~ J x ~ 1 h I EXISTING WOODEN WALK ,6• i ~ ~ 1 0 w ~ 1 ~ ~ 5 ~ To w L w
COAST AND GEODETIC DATUM (MEAN SEA LEVEL, MSL) +0.00 a ~ ~ l M N ~ x ~ ~ 1 BE REMOVED AND ~ 6• ~ y x z i x 6• ~ REPLACED WITH NEW i x ~j. I U z o
~ Z' EXISTING BULKHEAD IS AT AIWW. MASONBORO MEAN LOW WATER, MLW -1.75 ~ x EXISTING M.H.W. (TYP.) AT l i , I PT WOODEN WALK. l . 9 Z w z
SPRING LOW WATER -2.75 ` I ~J • w
OP OF W + ' r< ALL 5.0 I TBM -TOP OF U r ~ W o, U Ln Lr)
NEW BULKHEAD FIRE HYDRANT ~ I 1 ELEV. = 8.06 z ~J zLn
~ 1 2' x . w a ~j a o
0 1 I w O c F~ w
~j• 1 I Iii i ~ k 9 I ~ C7 a.
~1 I z I l E 'L
' I R ~ ~ I ~ P o
I ,n~ w
SHEETPILE TOP WALER BOT. WALER TOP HELICAL BOTTOM HELICAL APPROX. SEE I `~y w I z z z
TYPE p LENGTH ELEVATION ELEVATION ANCHOR SPACING ANCHOR CAPACITY ANCHOR SPACING ANCHOR CAF~ACTTY NEAR FE SECTION 1 ~ I ~
\ ~ ~ NEW W00 W K ~ ~ DEN AL A ~ ~ A ,1 z w ~ z w C!~ z °
6 _0" _ _ _ _ _ _ 26 -0 A(SIMILAR) 40'-0" S1 9 ( ) 6. 9 k ! 2 w ~ 9
1 6' 1 1~ 1 1~ 6' z / ~ 5 1 1 5' / 5 ~ 1 ~ 1 6 1 / h z z
B ~ x 1 8 0'- " - - - - - - ~ p G~. 2 0 1.0 MSL 58 -0 Dr • ~ ~ ~ St i i l I / r - / r I I I I` I I l I ~ I I ( I
~ ~ ~ ~ I I t I I I I I I I I I I I I I I I I I O ~ 3 w
C 20'-0" - -1.0 MSL - - 5'-0" O.C. 15 106'-0" C ~ ~ MD'' 1 ~ ~ S I I I I I I t I I 1 1 ND EXISTING 15" R P ~ t I , I I I I I I I ~ C
~ ~ " D I i I I tl OP OF WALL +5.0 i i I I I I ~ ~ ADD 2, PT CLASS 'B` U a>
D Z2 -0 +3.0 MSL -1.0 MSL 10'-0" O.C. 6 kips 5'-0" O.C. 12 360'-0" A I I I i i i ~ I PILES x 30" LONG w w 1 I I I I I I I w Q W w
s1 6, , _ , SUPPORT CRADLE. w I I r ~ I I I 0~ I r-r I I r-r I i ' z I I I I I I I I I I I I I I INV=1.77 Z
~ " \ I i E 20 -0 - -1.0 MSL - - '-0" O.C. 1S 235'-0" E ~ I I II I r-~I I I I I 9 V I I I I II • I I II ~ I I I I I I ~I I ~ I
S1 \ C It i ~ I . I TYPE "D BULKHEAD I I I I N , I I I I r z II I I ~ ~ w z
\ ii i i t l I I I I I I I I I I I I I I i t ' t W w w ~
i i 6• E I I I I I I I I I t I K t~ I II oll II I.~
Q \ ~ I I 6 W E.S. FABRIC \ ~ `Z 1, I I I I I I I I 1 ~I S I ~ ~ I I 1 I I I I ~A ~ 1 1' 7 Lr
1 I I i I I I I~ H I ! ~ I I I I I I I//~' I ~ Qq v~ ~ I I I ~ I I I I ! 4 M
srEa oR wooD Posy ~ ti ~ FACE OF NEW BULKHEAD ~
WIRE MESH FOR STANDARD FABRIC ACE OF EXISTING BULKHEAD
~ 1 y ~ N ~ CJ A ~ 5 k
MIN. 14 GA. M H ~ OR EXTRA STRENGTH ~ _ S, o ----~---*----------------~---*-----------*---------~----------k---T~- +r - x I
FOR ST ~ ~ ~ x ---x----- FlLTER FABRIC G, N iV x :J' x N II II - ~ ~ N
~ e J 152'-oM ~ ~ ~ ~ 5' 0 5 01: 05011
~ ~ aRECTION OF WATER FLOW ~ , ~ ; ' APPROX. -CONTRACTOR TO VERIFY IN FIELD , I I v l ) II NTRM T II II ~ (DO 0 E OVE HIS PORTION OF EXISTING BULKHEAD) I I II DES. JRA
~i ~ II II ES. JRA
~ EXISTING WOODEN W ~ ANCHOR FABRIC SKIRT ~ ~ ~ ~ , ~ TO 8E REMOVED AND II II CHK. NWA II II HK. NWA
MIN. 6 a'.EP r 4 rNDE. G ~ i REPLACED WITH NEW AVOID DECK PILING WHILE i i i i DRWN. JRD RWN. JRD
I~~~~ ~ (~j ~ ; ~ i I ~ ~ PT WOODEN WALK. INSTALLING NEW H.D. GALV. II II ! DATE t0 ~ II II HELICAL ANCHORS , I I , ATE 10/04/05
'~~i ~ j ~ ~~li ~r~.~ ~ f ~ ~ I I IIIu
j ~ l i j j j ~ I j J~ II \\`~~11 l~1~ C~ I I
~ ~ , ~I iii ~ ~j~l ~I' I i' ~ i. ~ I NOTES: ~ ~ i ~ ~ ~ ~ y ~ f / I ! ~ I 1 L 11 ~ ~ ~I I I I r ~r ~ ~[LC~ I t t i I I I I I ~ I l j ~ j i ~ I ~ ESS~
~ ~ ~ it ~ ii - " ~ I ~I I i . 1. SYN. FENCE FABRIC SHALL BE AIIN. OF 30 IN WIDTH WITH ! ~ ~ 1 , I I I ~ I L-.J L__J t i p i~ I I ~ i ~ r j I j' ~j I ~ ~ ~ ~ ~ ~ I
30 LB IN TENSILE SIAEN0IH FOR STANDARD FABRIC I I~ I t ~ j ~ I i ~ I t ~ ~ ~ ~ i i ' I = SEAL I I ~ ~ ~ , ~ . ~ r ~ I ~ ~ I ' I I I ~ ~ ~ I 11 ~ r S E A L - I
AN IN i 0 LB/ FOR EXTRA STRENGTH. i~ i i ~ I i I - ~ ~ I I ~ l i ~ I ~ I ~ 4631 1 4631 =
2. FABRIC SHALL BE CONTINUOUS LENGTii. IF JOINTS I I I ~ ~ I~ I I I ~I ~ I I .I ~ ~ ~ ~I '.~1GII ~c~,.~~
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND 8E OF THE R. A ~h11111111
SELF-FAStENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' EV HEKiHT ANO 1 r = 1 D'-D•
4' IN DIMIETER. FABRIC SHALL BE FASTENED TO WOODEN POSE WRH NOT LESS THAN ~9 WIRE STAPLE .Ld~1iYL71[
1 LONG OR TIE WIRES.
1. -7.8 -INDICATES SOUNDINGS RELATIVE TO MEAN SEA LEVEL.
2. (-6.08) -INDICATES SOUNDINGS RELATIVE TO MEAN LOW WATER. 3. +5.0 -INDICATES TOPO ELEVATION RELATIVE TO MEAN SEA LEVEL. OF X OF X
N.T.S.
r
_
r„

i1*111 ~ per, ~ - - -

m
• NEW CONICAL WHITE
' PILE CAP AT EACH
NEW PILE. (TYP.) Z ~
NEW SUPERLOC SERIES 1560 SUPERCAP EL +10.0 M.S.L. PROVIDE 3 PILE CLUSTER 6" TOP CAP CONT. (TYPICAL) t 1"~ CABLE ~
0 END OF BREAKWATER ~ 3 PILE z ~ o ~
SEE PLANS ' " ~ F N 2 -0 y a z
- z ~ o (MAX) ~ NEW PT CLASS B PILE o
EL +5.0 M.S.L. EXISTING BULKHEAD EL +5.0 M.S.L. EXISTING BULKHEAD ~ N Z
TO BE REMOVED TO BE REMOVED EL +5.0 M,S,L. - w o x o _ o w NEW BULKHEAD N o
EX~~TIN( ~ ~ ' EL +4.2 M.S.L. EX'~S~ING Ni i Et~~STING N w w 5 G~
Pi 4x6 " P? 4x6 ~ +4.2 M.S.L. i = NEW PT CLASS "B _ - _ NEW PT 4x8 WALES - ~ EL +4.2 M,S.L. ~ O ~ F 4xo _ - i a-~ 1 ~
WA_ER ~ ~ Z o PILE x 30 LONG wALER , o ~ i 0 2'-8" O.C. STAGGERED ' I ~ I~ F WALER -l
1 N ~ ) z IIH ~ ~ ~ N I I ~ , ~
I I I I G ~ o' - a m I w XI TiN^ GRADE
~ i' ~ , I I r ~ ~ a
I l h EW P'f 4x0 WALES ~ I I N ~ """"1 I N ~,/~,/~~,//~//i,~///// EW CONICAL WHITE
N (TOP AND BOTTOM I I G N.T.S. PILE CAP AT EACH ~ ~ m ~:,,.,:':r~.~:~~ NEW PI o
EXISTING I I w/ H.D.GALV. 3/41 THRU BOLTS w/ OGEE WASHERS EX~ST~NG EACH END 0 EACH PILE. I I ~ PT 4x6 ?1 M.S.L. PT 4x6 i ~~~~TING , UPERLOC SUPERWALE CONTINUOUS. ~ LE, m
- - '0 = ~ WALER j WALER EXI" i ~ o Pr 6x6 U ALE W-SPLICES AND W CORNER ' - - - - - - - ' = CONNECTORS PER F~ RECOMMENDATI N EL +1010 M.S,L. ROVIDE 3 PILE CLUSTER ~~;'a~ ~ 0 S. (TYPICAL) to
~ 1 ~T.NG GRADE 0 END OF BREAKWATER
EL+O.OM.S.L. - a _ i EL +0.0 M.S.L. p y\\/~~\/~\\/\\/\\/\~, SEE PLANS of ~ ~ ~ EL +0.0 M.S.L. p I
~ - . EXISTING N = = EXISTING- ' ~ I fj ~//~/i.~! EXISTING = ;i I
PT 4x6 I N EXISTING p N EL -0.5 M,S_L. - ~ ~`j T 4x I N 6 WALER FILTER FABRIC WALER N EL -0.5 M.S.L. - EXISTING PT j4x6 - - - - ~'a` ~I I N EL +5.0 M.S.L.
- - -F.L--1,0-MS,L,- ~ _ - - - - - - - _ WALER FILTER FABRIC
EXISTING PT 2x8 I h ~ I
SHEETING :'I N I I ~ ° ' EXISTING (LENGTH UNKNOWN ~'~"'''''~'`''.:~I i EW PT CLASS "B" PILE
I I ~ FILTER FABRIC :I I p I I SEE SECTION A S1 1 I / ° ~ FOR MORE DETAIL
I I ~ EXISTING PT 6x6 PILE ° :I I N EXISTING PT 2x8 : ;,I I ~ ~ 12" HELIX . r..
EL -3.0 M.S.L. (f) ®5 -0 t O.C. EL -3.0 M.S.L. t ~ _ I I N _ _ _ I H EXISTING PT 2x8 12" HELIX EL 3.0 M.S,L. (t
LENGTH UNKNOWN ;`.~1 I SHEETING ( ) \ 2 `,',<•`:,1 (LENGTH UNKNOWN) / / I SHEETING TURNS, 1 "0 GALV. CABLE (LENGTH UNKNOWN
3 d I I ~ f / / /i I p ) w 3 CLAMPS EACH END.
~~/i~\/\\/~/i ~ ~ I ~ EXISTING PT 6x6 PILE / 7 I STAPLE EACH TURN TO EACH PILE. (TYP.) ~ EXISTING PT 6x6 PIE 'u L 0~'fR
I I G ®5 -0 f O.C. \~i\\% ~~1 I (LENGTH UNKNOWN) i I N ®5 -0 t O.C. M~NfO , \\i\\\% I NTH NKN & LOAD BY MF ~~1EW PT 4x8 WALES I (LEG U OWN) TEST GR,
/ I I ~ SEE SECTION A/S1
/ I I N MAX. ALLOWABLE ~ BACKFlLL CAVITY WITH CLEAN, FlNE, WELL DRAINING SAI IES \ SLOPE ~ COMPACT Fl T AT I I h FOR MORE DETAIL DRAINING SAND.
VAR / /j /j \\j I I N LL 0 LEAST 95X COMPACTION IN LIFTS 110N IN LIFTS OF 12" MIN. TYPICAL ~ ~ EXISTING BULKHEAD ( ) EL +0.0 M.S.L. TO BE REMOVED. _
I I d NEW MIRAFl FlLTERWEAVE 700 WOVEN GEOTEXTILE FABR )TEXTILE FABRIC
~ GOWN TO ELEV. -3.0 MSL. ICAL ~ ~
NEW SUPERLOC SERIES 1560 6" SHEETPILING x20' EL -1.0 M.S.L. LING x20' NEW SUPERLOC SERIES 1560 6" SHEETPILING x20'.
LOCATE WEEPHOIES AT 4'-6" O.C. AT ELEV. -0.5 MSL EV, -0.5 MSL THRU WEBS, IYP.
GRILL WEEPHOLES AFTER INSTALLATION. SEE WEEPHOLE EE WEEPHOLE DETAIL i .(TYPICAL)
TYPE "A" BULKHEAD TYPE "B" BULKHEAD M n TYP U KH 3 E C B L EAD
NOTE: APPROXIMATE DISTANCE FROM " 1 " 1/2 = 1 -0 s~
M.S.L. TO M.L.W. IS 1.75'
A 8 Q C Q
1/2" ~ 1'-~" S1 1/2" a 1'-0" Sl Z 1/2 1 -0 S~ Z
J
0 IMPSON Z-MAX ANCHORS /O
(H.D.GALV.) IYP. 1.~
Q Q
5'-0" 5'-0' 5'-O" " 2, PT 2x8 U 5 -0 5 -0 w 2, 5 8"m V
NEW PT 2x0 DECKING •_0• EW PT 2x8 JOIST'S 0 24' O.C. REMOVE THIS PORTION 2 / / (REMOVE THIS POR110N H.D.GALV. THRU 80LTS
(~i~) CAL C~ ) OF EXISTING BULKHEAD do FILL (MAX) ) OF EXISTING BULKHEAD do F1LL) 0 EACH ENO EACH PILE F.
NEW PT 2x8 BAND EW P'T 4x8 EW CLASS II ~ H
~I~) (TYPICAL) GRAN NT EW PT 8 d PILE ITE REVETME MINIMUM PENETRAl10N DEPTH O O
EL +5.0 M.S.L. EL +5.0 M.S.L. EL +5.0 M.S.L. 8' BELOW EXISTING GRADE 0 O.C. Z Z
EXISTINGN NEW GEOTEXTILE BELOW BASE do
EL +4.2 M.S.L. ~ \\\\\\\\\\\\i\\\i\\~\\\i\\\i\\ EXISTING N PT 4x6 0 _ . / / / { EL +4.2 M.S.L. _ _ _ ~ _ ~ - - - - - - - - I ":a- ; PT ,4x6 - - - XI TIN iv ALONG WALL E S G ~ +4.2 M.S.L w
WALER - - - - iv WALER I PT 4x6 _ - - - - - - ~ ~ - EW CLASS II = S '
1 I N I IST. MISC. CONCRETE WALER I R I I EVETMENT U h N RIP-RAP, OYSTER SHELLS, ETC. I C., 2 Q U Q
~ ~ I I N I ~ ; `I I G ~ I /\\i\~i\ii iii i T I N I J Q J Z W
~ ~ i I I ~ I /i,/i\ / / ~ I } -1t - Z W G I NEW GEOTEXTILE \;EXISTING GRA ~ Q i,/i~/~~ \ DE / / o N I BELOW BASE do m
~ I o .,i ~ ` I I N o f ./i~/~\/~\\j\\ I. ~ ALONG WALL
I I ~ , p W W
EXISTING , I - _ ' - XI TIN - - _ _ -l~0 c~.. p E S G ( q L- ~ .I. I ~ _ io EXIST. MISC, CONCRETE " EXISTING = . J
PT 4x6 o ,t.. - T = PT 4x6 ~ PT CLASS "B PILE I I p ~ 1 O' RIP-RAP, OYSTER SHELLS, ETC. J PT 4x6 _ 0 0 0 0 J
WALER I - - - - I ~ ~ ~;.;.:.=..~-;;.1 N WALER I I I NIMUM PENETRATION - - - - ~ _ I 1 I- DEPII~ IS 8' BELOW WALER I
'~l I 0 I ~ EL +0.0 M.S.L. o I I Q I N ~ N I ~ to FxIS11 G GRADE. I I I u M N N
~ _ = I i EL +0.0 M.S.L. p I EXISTING iv = EXISTING - EXISTING • = I I h o d I EL +0.0 M,S.L. p C~ Z F- Z V H-
PT 4x6 •.'i I N FI qg PT 4x6 N I I H I EXISTING • = I h I I u, ~'~2'sQcTuc>~..`,. - PT 4x6 I I N I . ~ . . _ , . , . ~~~'~k,?~,t,r ~ _ [ O 2
wai FR 1 ~ LTER FABRIC OET~.... ~ ~ I ~
~---------LL & """~NEO 8Y WHLtft = I I WALER - - - - - - - - I ~ /i.///,~///// ~i T:rvc cRADE~% `~/~j ~ W - ~ w V
COgp MFGR 1PST - _ . .\\~\~/fir ' ~ V I \r\/,\/ice// / r . W W W W
I I I H I I I N I I ~\\,~\~~\~r~\\\\\\\\\\\\\\ \ ~ to J . /~,/~,./i~~//,//\/j\/j\/j\/j~ in J
I I I G I , I ,1 I ~ I i ~ I I I G I ~ ~~/V/~\~\/~ I \
I I I G I I
'`;`:"I I EXISTING PT 2x8 12 HELIX I I H I EL -3.0 M.S.L. (t) ~ " EL -3.0 M.S.L. t ~ I , . 12' HELIX I I h I " EL -3.0 M.S.L. t ~ I 12" HELIX
~ ^I I SHEETING 12 HEUX ~ - ------------r-- I ~ (LENGTH UNKNOWN) / I I 12 HELIX • fi 12 HEllX ~ U
3 Z d I / I ~ ~ I ~ 2 ~ I G I \ I z w
/ ~ EXISTING PT 6x6 PILE ~ I- / / / ~ I \ ~/i~/~~/ qS \ ~ N ®5 -0 f O.C. ~ 0 ~ / /~/i~/i~/~ I ( N I ~ I
G / ~RMI I / I I LENGTH UNKNOWN NEO I ,{S p \ I ~ EMI I I N I AS p w; NEp ~R~~ c
/ / OAO MFGR I I I f1 I I I & BY ~ I I G I N l0gp MFG ~i~ I & EO g~. Q c
~ h I ~,j d ISTTNG MAX. ALLOWABLE ~ ~ l I R' i i ~ MFGR Z 1YP, I G I PEST c MAX. ALLOWABLE Q t ~Z~
~y DO NOT REMOVE SLOPE -1-+--~ ~ l .t SLOPE ~ e ~w
wiz
TYPE "D" BULKHEAD M " TYPE E BULKHEAD wE SUPERLOC SUPERWALE CONTINUOUS. TYPE E BULKHEAD
SUPERLOC SUPERWALE W-SPLJCES ~ c w ^3
NEW SUPERLOC SERIES 1 S60 6" SHEETPIUNG x22'. W-CORNER a t a o
h~ NECTORS PER MFGRS RECOMMENDATIONS. , z I--y za
D E SLUE MARLIN Fl R " ' F LTE ? 3 aG
Si 1/2 1 0 UP w S ERLOC SERIES 1560 " SEAWALL FlLTER 0 w w
Si 6 SHEEiPIUNG x20'. 1 2 = 1 -O ~ 4'-6" O.C. MAX.- w z
NOTES: LOCATE W PH z EE OLES ~ AT ELEV. -0.5 M.S.L, z ~
NEW CONICAL WHITE 1. ALL INFORMATION NOT LISTED AS "NEW" IS EXISTING. w a 0 W z N W o,
PILE CAP AT EACH 2. EXISTING FLOATING DOCKS NOT SHOWN FOR CLARITY. TYP. - U° NEUTRAL AXIS
NEw PILE. ('TYP.) u z~ L z LA
2'-0" EL +10.0 M.S.L 3 PILE CLUSTER w~
0 ENO OF BRfaKWATER NOTE: NEW WALKWAY NOT C N F-+ w C
SEE PLANS SHOWN FOR CLARITY H w . H o w T
EL +5.0 M.S.I. ' L7 s S1
NG 9ULIfHEAD TO 8E REMOVED EXISTING N+ ~ +4.2 M.S.I. EL +5.0 M.S.I. NEW CONICAL WHITE • _ • Z = 1 1 /2 1 0 ~ a s~
~r ~ 4x6 _ - _ - _ ~ NEW PT CLASS "B" I I U12 Z s Z EL +5.0 M S.L. PILE CAP AT EACH w NEW PILE. ('iYP.} w 0 I 00 W N
J WALER PILE x 30' LONG Zz J
I I " I I 1111 0 2 -s o.c. STAGGERED S1 ~z " z~ M~/) C7 Z ~ r ^ Z Z
( ) I I I ull NEw PT cuss »e w vl w i
I G I I _ T - I PILE x 30' LONG Typical SuperWale corner reinforcement w z? W :7
S L. . , A.~_. _ w. - I i it W ni H., y ~ . R , -;_w.. ~.:.~:k ' sNEW PT ,~1~i: WAL.ES ..~-.:w:..._.....n _ - . EL +4.0 M.S.L. ~ . ~ : EXISTING 15"0 RCP-ADD ~ a ~ . ~ EXTENSION AS NECESSARY G~o~~uW~fkwhto.~
I i I G (TOP ANO BOTTOM`) I I I~ ~ I I N ?^s Hyper WeM 8 FliNh b rie Botbm d the tower Wab. Typk;al Wood a FRP 3
i w EXISTING I w/ H.D.CALV. 3/4 ~ THRU 80LTS w/ OGEE WASH :RS ; ~~'::~°1 I ' 15 0 RCP-ADD PVC TO PASS THROUGH ~ ~ I I NEW 9ULKHEAD
' PT 4x6 _ _ _ _ _ EACH END 0 EACH PILE. (TYP.) I I • ;,,.~.I ~,SIDN AS NECESSARY TO PASS - I I~ r ASS I ° i I ° I SEAL JOINT t:Nen ~ MtlerNl Outerwood chodcsare non-0ontlnuous. The wood Chock ~ z
WALER I I ~R.~~~.`'~: NEW BULKHEAD -SEAL JOINT I I I I ~ I I I I bngth equals the width of the wale. ~ > AL JOINT I° I I° I w a w < ~
o I I Q ~ Typlca?wale W w w w
i EL +0.0 M.S.L. I I , EXISTING • ~ I h ' I „ . _ =z9. i I z
~ i ~ I i I I,. PT 4x6 N ~ II r ' II z z
~ I I WALER- _ ' I I FLAW ( I - -EL---1,0-1~4.S.J.,-~- ~ _ _ I I ~ I I I I NEW PT 4x8 Thmuµ Bolt Cann \ ~ ~ ~ y.. eCtlOrl ~ J II II w/ 2, H.D.GALV.
I I I I II ~r EXISTING MISC. CONCRETE I , x I I I I 3/4"~ TIiRU 80LTS w/ . x 3
I N1 RIP-RAP, OYSTER SHEl1S, ETC. I I I I h I I I I OGEE WASHERS ~ ~ 3
INV. EL +1.771 M.S.L. ' ' - L In I ~ I , INV. II II EACH SIDE TYP.. " INV. EL +1.771 M.S.L. it II ~ ~ ~ Typicaisuperloc Planvlewof .r
VERIFY IN FlELD , - ' _ - - I I. VERIFY IN FlELD r --LL u-- ~ Sneetpile Recommenaeo45°Comer I ° p I x
I i' /~j / I I 1 1 I I~ ~ i ~ EL -3.0 M.S.L. (t) ~ I I I I
I o o I NEW SUPERLOC I I
, I 15 4 PVC ELBOW I ~ n-- ~ SHEETPILE, TYP. i
w/ H.D.GALV. STRAPS ; , t I I I I Typical wale wood chock
( I I . ,-I I I I I I Typical wood wale II II 05011 05011
i I ~ I I NEW PT 4x8 w/ 2, i ~ I I:~.::.:~~;~~~=I 1 I,i H.D.GALV. 3/4"0 THRU BOLTS w/ II II
I ~ I ' ; '~l I I ' , OGEE WASHERS EACH SIDE, TYP. / II II II II o DES. JRA 3. JRA
~ EL +0.0 M.S.L. i i - I I .:I EL EL +0.0 M.S.L. I I I I =Mean High water ravel CHK. NWA ~ II II . . ~ C N WA
- - I I . I , j I I I I ~ DRWN. JRD NN. JRD
I I : , ~ ~ EXISTING BULKHEAD I I ~ ~ ~1 / I I I I I \ !I , u II DATE 10/04 T 10/04/05
I , ' , I I I I Through Bott Connection
I I I I I I \~~111I II I I II~,~, I I I I Permeable fiN i,
I I ~f II II /
I I 1 I I I i ~ II II II II
I 1' I I NEW BULKHEAD FRAMING -SEE I I I I Plan Vlew of SEAL I I I I Recommended 90° Comer S E A L
' I i ~ I1 I I I ~ , WALL SECTIONS FOR MORE INFORMATION. RMATION. I I I I Note: Minimum of 2 Wales at Each Comer = 4831
I I ~i j I II II 4631
' '•.~It4~'' Isometric View of ',v
r G Racammerxled Comer ~~i~ , R, A
I H 1/2 - , o Sl Note: Series 1540 Exposures Above 4.5 ft. ~irltllltitt~ Note: Fiek Measure !k Cut to fit all Wood Chocks Series 1550 Exposures Above 5 ft.
Series 1560 Exposures Above 6 ft.
S
I
2
N.T.S.
S~ OF X OF X

i f
m 'I
Z
Z J O ~
F N a o
V
N N W Q
O N ~
i Q
O N
W Q
O
I~' m
Y r r
f
I-~ C A L
C J
-L
4 S T ~•5
~I
l~ a Q ~
Z Z i
J - J
STRUCTURAL NOTES: O O
GENERAL: CTOR SHALL CONDUCT ITS OPERATIONS IN SUCH A
1. DURING CONSTRUCTION, THE CONTRA HARBOR FROM GRAL PART OF THE STRUCTURAL R REDUCE TO A MINIMUM ANY DAMAGE TO THE Q Q
THESE STRUCTURAL NOTES ARE AN INTE MANNER TO PREVENT 0 R OR FROM THE DEBRIS, SEDIMENT OR OTHER FOREIGN MATE NOT 1' USED IN CONJUNCTION WITH THE JOB U
DRAWINGS AND ARE TO BE N TO POLLUTION ~ IN OR NEAR THE WATERWAY. HE SHALL N THERE ARE NO SPECIFlCATIONS IN ADDmO ~ OF EpUIPMEN ~ AND/OR MATERIALS COME SPECIFlCATIONS. WHE IS A SPECIFlCATION MANIPUU ATER WHICH WILL CAUSE THE HARBOR TO BE LEE'S CUT MARINA v
THE NOTES SHALL GOVERN. WHEN THERE R~ J~ a~~Y TO THE WATERWAY MIY W THESE NOTES NT OF THE TWO SHALL OR OTHER IMPURITIES. z
ADDRION TO THE NOTES THE MOST SYRINGE ppu,~p ~ SILT, CEMENT, OIL, IN
GOVERN. OR SHALL NOT BE ALLOWED TO DROP WASTE URING REMOVAL OPERATIONS, THE CONTRACT T THE WHARF
mON. CHAPTER 36 2• D TO THE AREA BELOW OR ADJACENT 0 LNG CODE - NC BUIU)ING CODE 2002 ED CONCRETE, DEBRIS AND OTHER MA E USED TO CATCH THE MATERIAL. o O
2. BUILD NS OR OTHER PROTECTNE DEVICES SHALL B • 100 PSF PLATFORMS, NETS, SCREE ENCES ARE NOT BEING EMPLOYED, z Z
OARDWAL.K: 100 PSF SURCHARGE. pETERMINES THAT ADEQUATE PROTECTIVE D 3. DESIGN LNE LOADS: B IF THE ENGINEER PROTECTION IS PROVIDED. w
WORK SHALL BE SUSPENDED UNTIL ADEQUATE - SL WATER ELEVATION AT THE 2
IGN BASED UPON EXTREME CONDITION 1.75M DES FACE OF BULKHEAD.
Q U
SHEET INDEX ~~r as a~~ z w Z W
ALL DIMENSIONS AND DETAILS AT JOB SITE. 4. CONTRACTOR VERIFY ~ Q w ~m
. MEANS "UNLESS NOTED OTHERWISE". Q W
5, U.N.O
ALL SPECIFlCATIONS REFER TO LATEST EpITION. • 6. W J
LAJ
2 O V)
MISCELLANEOUS: t!7 U I-
VIDE ADEQUATE TEMPORARY BRACING, SHORING 1. THE CONTRACTOR SHAU_ PRO NSTRUCTION LOADS 2
S AGAINST WIND, TIDES, STORMWATER AND CO OF BULKHEAD PROTECTION IS NO LONGER TE PLAN r~ rr ~ I _ . ~A LLJ
AND OTHER TEMPORARY FORCES UNTIL SUCH D FOR THE SAFE SUPPORT OF THE BULKHEADS.
REQUIRE i IEAD SECTIONS & DETAILS - o ,4,,, ~ O W
CTOR SHALL BE RESPONSIBLE FOR REVIEWING ' 2. DIMENSIONS: THE CONTRA ADVISING THE ENGINEER U J
IMENSIONS OF THE STRUCTURAL DRAWINGS AND THE D BETWEEN THE PLANS AND SECTIONS AND ~ Sor~wa ~
OF ANY DIFFERENCES IN DIMENSIONS NDmONS PRIOR TO COMMENCING CCNSTRUCT10N. .
EXISTING CO
• ESE STRUCTURAL DRAWINGS DO NOT CONTAIN 3. CONSTRUCTION SAFELY. TH ON. • F
MPONENTS FOR SAFETY DURING CONSTRUCTI NECESSARY CO
E SITE TO PREVENT SURFACE WATER RUNOFF ' s
4. DURING CONSTRUCTION, GRAD INTO WORK AREA. ~ u o
WITH OWNER TO REMOVE ALL WATERCRAFT, ETC. 5. CONTRACTOR TO CONSULT 0A71NG DOCKS/ a w ~w
AS NECESSARY. REMOVE AND REPOSITION FL FROM SITE IRECTED BY THE OWNER z
PILES RAMPS/ACCESS PLATFORMS AS D / o as q ~ ~ Y ~ ~ o ~ ~ ~ w ~ W W J
HALL BE BY THE CONTRACTOR g, CONSTRUCTION LAYOUT S ^3
ENCH MARKS ANO BASE ONES ESTABLISHED FROM B } ~J E ~ d a o
BY THE CONTRACTOR. ~n iu t M
FOUNDATIONS -SOIL
' N CLEAN WELL DRAINED, SANDY SOIL BACKFlLL 1. BULKHEAD DESIGN BASED 0 ~ _411 DATED JULY 29, w LA
IN PLACE. SEE SdcME REPORT N0. 1061-05 COMPACTED 2005. G z z V N
~ w z
COMPACTED IN 12" LAYERS TO 95 R OF 2. BACKFlLL W/CLEAN SELECTED FlLL ` ~ _ w w oU w
MOISTURE CONTENT (ASTM D-698). MAXIMUM DENSITY AT OPT. 7Atraa!pwRa1 , f" v LIM
. ~ fi't`-W ~ _ C~Z N L"
STRUCTURAL TIMBER N
• 2 KD SOUTHERN PINE OR EQUAL PRESSURE LUMBER SHALL BE AS FOLLOWS. ~ O
TRFATtU A~ ttCUUtRt:u. j ~j d.
IRED ARE NOT SHOWN. SUFFICIENT NAILING Z
2, NAIL SIZES AND NUMBER REQU yyITH BEST IRED TO DEVELOP JOINT STRENGTH IN KEEPING SHALL BE REQU AI,L NAILING W 'g
CE. USE ONLY DOMESTIC H.D. GALVANIZED PRACTI UILDING CODE TABLE 2304.9.1 w z w N ~ U Z
SHALL BE IN ACCORDANCE WITH N.C. B
NING SCHEDULE USING COMMON NAILS ONLY. FASTS z zz ~ w o
- IPPED GALVANIZED IN ACCORDANCE WITH ASTM 3, ALL HARDWARE SHALL BE HOT D
A153 AS APPLICABLE. z NO SCALE a w z z
POSED TO WEATHER SHALL BE PRESSURE a
4. LUMBER ABOVE GROUND AND EX ~ F NET RETENTION. ALL LUMBER IN CONTACT ~ ~ O ~ 3
TREATED TO 0.25 LBS/C ~ LIRE TREATED TO 0.8 LBS/CF NET RETENTION. M v ~ z w
GROUND SHALL BE PRESS 2 5 TTH WATER SHAU_ BE PRESSURE TREATED TO LUMBER IN CONTACT W . A
LBS/CF NET RETENTION. u ~ u w<
WASHERS FOR ALL TIMBER " ' P RLOC" SERIES 1560 6" SHEET PILING M z~
USE ASTM A307 BOLTS WITH NUTS AND 1. LEE COWIPC SITE "S~! E RWALE & TOP WATER. 'SUF.. t_OC SERIES 1560 COMPOSITE SUP 5' WASHERS. I re ~y
CONNECTIONS WITH OGEE ANO L
4s 4 F W w =
FOUNDATIONS - SHEETPIUNG / WALERS: a .us cap 9.000
F M
LTRUSK)NS SUPERLOC COMPOSITE ' MPOSITES CREATIVE PU ) ~ ~0 1. LEE CO ( UAL.
SERIES 1560 OR ENGINEER APPROVED EQ ,75 SHEETPIUNG _ R .z50 (4) x i E
ATIONS INDICATED ON I S TO BE JETTED/DRIVEN TO DESIGN ELEV 2. SHEETP LE cn
WALL SECTIONS. zoa tYP~ '
UPERLOC e.ooo ~ i~
COMPOSITES (CREATIVE PULTRUSIONS) S tss ® z,21 ref. 8,150 f0) A 3, WALERS TO BE LEE UAL
ITS SUPERWALE OR ENGINEER APPROVED EQ .z7o COMPOS t0,oo• ' 14p1 4195 i ~ L315 45,00' tYP• i L500 50 0 05011
NS SERIES 1560 SUPERCAP 481 .9ez OMPOSTTES CREATIVE PULITZUSIO )
TOP CAP TO BE LEE C ( .oat 4. EQUAL. OR ENGINEER APPROVED ~ _ DES. DES. JRA
sn Crltlc¢t Dlnensbn ~ CHK. I CHK. NWA
.9t0 , ~ DRWN. k DRWN. JRD
HELICAL SOIL ANCHORS /TIEBACKS: ' 6A87 d25 ~ l33 l.OlO DATE ' DATE 10/04/05
" ~ EQUAL. ~ 3 plsct~ M62 .aoo' -AIS'1 SHALL BE H.D.GALV, DIXIE OR APPROVED 7,909 a ~ ~~~uu
1. HELICAL ANCHORS .718 16674 " ~
2 x DESIGN LOAD. , EACH ANCHOR SHALL BE INSTALLED TO taooo 45• 2 I ~
SE = SEAL =
Ap = AS SHOWN ON PLANS ~ SECTIONS. 3. DESIGN LO I
N INFORMATION FOR APPROVAL. ,osa 4. MFGR. TO SUBMIT DESIG NOTES: r 4$ 4631 =
UE FOR - UAL. v' • 4~G?~
KEEP RECORDS OF INSTALLAITON TORQ WALL SHEETPILE & CONNECTOR OR APPROVED EQ 5, ANCHOR INSTALU:R SHALL TO THE ANCHOR 1. SUPERLOC SEA R. THESE RECORDS SHALL BE SUBMITTED i
EACH ANCHO REQUIRED TEST LOAD INDICATED ON THE MANUFACTURER IN ORDER TO VERIFY THE THE DESIGN LOAD 2. SHOWN FOR REFERENCE ONLY. R. ~ '~l~~
, MINIMUM TEST LOAD IS TWO (2) TIMES DRAWINGS HAS BEEN MET N. 2 ANCHORS. l
INDICATED ON THE PLANS. LOAD TEST MI CAPACITY I
SIONAL ENGINEER. 3 ft TION MUST BE SEALED BY PROFES CTION MODULUS: 7.96 (m / )
6. THE VERIFICA 1. SE
N HAS BEEN COMPLETED AND COPIES OF THE 23.93 (in4/ft) 7. A SUBSURFACE INVESTIGATIO 2. MOMENT OF INERTIA:
REPORT ARE AVAILABLE IN SPECS. OWABLE MOMENT CAPACITY: 16,000 (ftlb) i 4F OF X
3. ALL ~ ~u TTY SERVICE
R MOVE DURING CONSTRUCTION OF BULKHEAD. 1. CONTRACTOR TO E
1
_

i
~ ~ ,
- } 2 _ 1 _ - m
i 0• ~ l
x x p, _ x
3 PILE CLUSTER U ~ _
SEE DETAIL 3/St TOP ELEV. +10.0 ~ ~ ) /O / _ x / Z _ _ - y ~ ~
t _ Z J
~I EW BREAKWATER PILING / 0 ~ H N 9 _
INSTALL NEW CO ICAL WHITE PILE CAP AT EACH NEW PILE, TYP. ~ d Z ~ ~ ~ o
x S U N U)
6 / ~ e PN Z ~ SURVEY DATA BASED U 0 w o I
x I I ~ 1929 MSL DATUM ° N ~ C _ o
~ I p`~ , TOP OF WALL +5.0 ~ • _ U F ~ I~ Q w Z _ - Q
- x ~ I~ ROBERT N. GOSLEE & ASSOCIATES, P.A. ~ - - LANO SURVEYORS - 1AN0 PL4NNERS ~
I' i EXISTING BREAKWATER - - V _ / 513 CHESTNUT ST WILMINGTON, NC 18401 O _ / [phone] N
j I TO BE REMOVED ~ G I ~ s - _ EMA1L rhgilmOcope-teor.net w ii
I ~ S1 I ~ ~ APPROX. LOCATION OF EXISTING - ~ ~ ~ a I ~I
4 J _ 1 CONCRETE `DEADMAN ANCHORS _ ° ~ ®5 -0 O.C. V
x^ ~ ,4' i v ~ ° J
O ~ x ~ ~ ~ a ~ ~i . - ~++i m I
a ~ ~ y ~ ~ ~ ~ I r x y ~ °i Yl
_ /p. Q ~ ~ ISTING MISC. ~ RIP-RAp, OYS~'ER SHALL ISC. s' r ~ ~ ~ wi N I I I I I ~ - ~ x!°I )YST'ER SHELLS, ETC. ~1r~ ~r~ L7;,~t~,, _ YIm i
o~ . 6 y ADD NEW I I I, ~ i
9 ~ i~ II h• ~ • 1~ m ~2 t I I k7 ~ I i C9 I NEDOT C~r4SS 2 ; I I ~ , ^ 1~' - x ~ , 1 ml z; i
/ 1 . 1 ~ ~ / a II s x ' II ~ 1 1 ~~'I ~ ~ RIF-RAP ~ I I I I ~ r ~I T ILE I+' I~ ,I ~ ADD GEO EXT ,I it ~ ~'x! e
II - W II ~LOw eASE AND I I • ; ; ; , ~ zi w~
~ II ~ 11 _u Liu ~ ~ ALONG VIEW B ,LICH ' I I I , ~I / ~ i
3 PILE CLUSTER 6 ~ i 1 ~ _y" ~ „ _ ; . . ~ ~ I I I I ~ O O x I i
SEE DETAIL 3/S1 / I I . - ' , ~ ti~ i t l i -~i W, W x I I I I I I ~ QI QI
TDP ELEV. +tO.O x II n nom!"'. .~-/"i.~~V"~,..~ i' ^ i 1~ ~ ~ / ~ I'~~'~~~. I i I I ~I I 2 -D i
EW TIDE GAGE ~ ~ v \ ~ ~ ~V~ ~A ~ ' ~ , v~ I I .I I I I yll
~;Q ~ ~ v~ ~ \\~~~y ~ v v~~ v~ ~ A v,A, ~ v ~y \ v 1 ~ k. y.~v~ ~ vVA,;~ . ~Av, , ~,~,..A ~'v~ ~ ;;A~ v:yv~,yv• v~
i ..,.A A\~~~~ `.A~~~~\~~ `\A ~ \ ~~VAI .~`•A`.A \\~A\`, A~ ~ A} .~VA~{Y ~,A~~~ A, V ~ ~ ~'VA \~`V~ ~ `~.,''i 'V A A~ ~A'V' ~AV ` \ , ~ ,A .A~~,A ~ V ~ V \ V ~ A ~ ~ VA • ~ ~ \ ~ ~ V \ ` \ S.Y~A ~ ~ V ~ ~ ~ , ~V `
II I r---------------------- EW BREAKWATER PILING II I ~ A ~ ~ ~ ~ ~,A~ A - - - ~ , . , , v, v~ ` 9
k INSTALL NEW CO ICAL WHITE I~-----~ ~ $ k• ~ L------ ~1----xL----~---->-----~-----~----u--+r- ~ - ~ A ~ VA ~ . I , ~ F _ ACE OF I 1 I I - I
PILE CAP AT EACH NEW PILE, TYP. ~ - i „a.____t----~--_-i_-- ~_1_ s- - NEW BULKHEAD I I I I r I ;w------ ~ 1 1 I I ~ ---~----1-1--~- L---- I 1 I o
~ ~ ~ x ~ 2 k• 9 1~ 1 • 5 F ~ 2 ~1 OP OF WALL +5.0 '~j !k x I I `M ~1 1----1-~-~~- 'L----~---- I ~ J ~1 ~ I x -r-~l_*----J__ 1
l f ~ , , I ~ ~ ~ I ~ x CE OF EXISTING I ~ ~ o , Ip 1 , ~ x ~ BULKHEAD
- h1 . ~ I~ li~ II `l 1 I" I ~ r~ ~ •Y ~ ~ I I I I I/ 1 II
- EXISTING BREAKWATER ~ 1 I ~ I I ' ' I TO BE REMOVED x i i I I I I ~ I ~ ~ , ~ 2 f\\., I I~ I XI t 1 li I I i i , I , I 2i , ~ . ; II I I I ~I I ,r ~ ~ ~
~ l . ` I I I ' I I I I l I I II I I I I I. O I I ~ TYP I I I; I I~ I / x E E BULKHEAD ~ I I , I , I f
\ ~ i I I Da ~ i I I i ~ i ` i ~ ' i ~ . II I ~ I ~ (APPROX. - CONTRALTO I ' ~ I ~ N "
I I ~ I ~ I ( I~_J I ~ ' L_J I i lR ' I I I
i I ~ I ~ ~ ~ i ~ I I I I , I I I I I I I I i I I I I I I I I
~ I ~ ~ ~ I i I i I I I , i I I I I I 1 I i , I I ~ \
L - - I l iti ti ~ ~ ~
~0\ 2. ~ ~ / b-J ~-J.-JI I I ~ I I I r , L _ I Q l! J I I , V
~ ~9• J - -J a.
J ~ ~ ~0. ~ ~ 1 1, Q Q
o~, ~ ~ h 9 Z z i
9 'S~'0 x x 0' '~L~'o x ~ ~ 2 i~ \ l
i + 1 ~ 6' 1 5• ~ 1 s , 1 1 x J x 1 x ~ o
I ~ F 6• ~ 'S ~ • 9 1 2 1'y .~1 . ~ 1 ~ ~ x p ~
do ~ ti l 1 1 ' ~ ~ PROX. LOCATION OF EXISTING . 1 6 ~ Q
1 4 l ~J' 1 ~ i ' k' CON RETE DEADMAN ANCHORS i i ~ ~ • 5' 0 s -o o.c. U l U
9 8 ti ~ o 7
2 ~ S1 ti, ~ F WALL +5.0 ISTING WOOD BULKHEAD EMOVE FlLL B EN ° oP o S1 ~ S TO 9E REMOVED OLD do NEW 9ULKHEAD S
,~yo 6 F- ~ --.•i I F--
0' / ~ c / x ~ ---------------t--°I I ~ ~ i
O I..~-J 0 I ~ C9t•-~ O
-a------------ z+ I Z r, Z
DP OF WALL +5.0 ~ yL_J w w f
J 1 I ~ r ~ i i Z
' ' Q i I -~-I I I r---~
5 I ~~•1 g o ~ I 2 1 1 - OL_J I I 9 I I r 1 r---~ r-_~ I ~ Q I I I I ~ I 1 I I I I Z 1 1• I I I ~ ~ Q U
~ ~ ~ I xi i I / 1~ x ,b' x~ p. l 6. 5 1 1' I I I , ~ I I. ~ rr~1 ~ 9 I o Z W 1 I I~ I I I I I ><I 6 1' ~ 1' ~ I I I o of Z W
x i I ~ rQ' I K I I/ ~ I I / ~ , I I ~ ~ I I I O I I ~ 1 I~ ~ I I I 6• 5 0 m
I I ~ I ~ ~ I I ~ , N ~ ~I~ ~ I I I I~ ~ I J' ID ~ o~ Q I ~ ~ I I I I I I Il x x ~ N W Q W
~~~K ~ ; ; ~ ~ i I I I I ~ , ~ IV- I I I I I I \ ~ J
i ~ I ~ ~ ~ / ~'~~Y ~ I i , i 7 t I I I I I 1 i ~ I I I I I I I ~ J
I I I I O~ I I i i I I I I I I
v' / ~ i i ~ i i I I I I I V I I I 1 I I I I I ~ LLI V Z ~ N
~'1 i ^I ~ i i i I i ~V ' ~ ~ I i I I I I I I I i U I I ~ I i I 1 i U
~ 0 ~ ~ i i I I i , I ~ \ O XF' w ~,j~ I I ~ ~ I I I I I = OO CL
~ ' NEW H.O. GALV. OP OF WALL 5 0 ~ I I I $ ~Z Y/ ~1? I I I I I I I I I Y ~ w V W w V
~ HELICAL ANCHORS- x ~ I ~ I J I I I i I I I I I d o W I I I I I I I I ro , Q°
X " ~ SEE STRUCTURAL P I I 1 I I I w t'- W I I ~ I I I I ~ ~ to J W
Q SECTION C S t . p• / ~ I x g ,2 I ---------------1---~---- ~ I ~ I to J
i ~ ~ x , I w i I I
x F,~os. ~ I • i---------------------- I ~ r---------------------- r I ' ' I I I 1 r----------------------~
o ~ o. ~ 1 • h i I I I. r----------------------T---~ I I A , GG I I I i U
1 ~ 1 ~ o . 1 M ~ x ATU H MARK N , ~ 6' 1 ~ .I H I I U I I I I i I • 1 I II ' I 1„ I I I I l-'
~ l ~ 1 I, 1 I I z 1 I 5 , 5 ~ I x x 6 Ix I IQ• I 1 5 I w I I V I
ti o I x C I I 1 I I , ,'i ~ I' ~ , III I I I (~1 0 iG I I I k I J I ~ J ~ 1 I 1 I ~ I ~ I ~ w w~
F G ~ ~ I , I I 6' I k 1' I I I ~ ~ t1 I P I I I I I ~I I v~ ¢ y
STILL WATER FRAN OCEAN FRONT +10.90 ~ C'. ' ~ p O i i I I Q I I I 11 I I ' I I I I I I I I I I G. ~ z I. ; ; I i I I I i I I
~ ~ ~ P ~ G ~ '~q I I I I I I
9 ~ i I I I I I I I I I I ~ ~ I I I I- , I I I I I I I I I ( , I I I I w w Z
S1 o G ~ ~ I 1 ti ~ , I I t i I I j I 1 I I I I W W w z
~ ~ 2 0 ~ I ~ I . I , i ~ I , I I I i I ^3
~ P ~ ~ ~ P 5 I c. ~ I I I ~ I I ~ ~ I I I I , I I I I~ I Yr I , I I I I I ~ G.I o
o ~ ' ~ 0 g ~ I I I I I I I I I , I ~h L -J I---J I I ~ I ~ I V~j'
~ ti ~ ~ L--J L--J I I # ~.7~ f-I 3
~ ~ P 6 ~ 9 6 L--J I r I ~ 1 1 ~ I w oG w Ln
p ~ SPRING HIGH WATER +2.05 ~ ~ 1 • 1 9 1 ~ x J / y x ,2 ~ 6• 1 ~ ~ N w , ~ x ~ , EXISTING WOODE ALK w ~ 6' ~ ~ o x 6• i i ~ 1 5' TO BE REMOVED AND Z w
~ ,y x /y. / o J ~ ~ ~ 1. 1 ~ 1 ~ ~ l x ~6• x 6. ~ ~ I REPLACED WITH NEW ~ Z c
co COAST AND GEODETIC DATUM (MEAN SEA LEVEL, MSL) +0.00 N ~ " I PT WOODEN WALK. ~ z ~ 9 iT l w w z N 0
ri in ~ EXISTING BULKHEAD IS AT 2' ~ I x U W o,
-1 75 x ~ ~ EXISTING M.H.W. (TYP.) AIWW, MASONBORO (MEAN LOW WATER, MLW OP OF WALL +5.0 i TBM -TOP OF U LM N
SPRING LOW WATER -2.75 ~ FIRE HYDRANT z I 1 ELEV. = 8.06 w LI!
NEW BULKHEAD ~ 1 I ~J' d ? N O 001•
2' ~ 0 1 ~ H
x ~ I ~ 9 I
~1 • z
11 21.
F ~ P~' ~ ~ w 00 w N w v
I ~ w I ~ z z z
\ ~ I I ~
SHEETPILE TOP WALER BOT. WALER TOP HELICAL BOTTOM HELICAL APPROX. SEE ` , ~ TYPE R PA ING ANCHOR CAK~ACITY NEAR FE SECTION ~ ~ NEW WOODEN WALK z C!~ w zZ W j- C~ °
LENGTH ELEVATION ELEVATION ANCHOR SPACING ANCHOR CAPACITY ANCHO S C / 2 /1 I~ w
A _ _ _ 2s,-o A g ~ ~ 9 I y• z 9 1 6~ 1 h~ 1 ~ 1' 1 1 5 h ~ Z z
A(SIMILAR) , i ~ x 1 1 6'1 ~ ~ ~ , ~ 6 o x~ I O ~ 3
• B rpm /G~. ~ r - - - - - 58 -0 8 20 -0 -1.0 MSL S1 q ---i r ~ / r - / ~ ~ r I I I I ~ I I l I I( I ~ ~ I I I I I I I
I I I I I I I I 1 I ~ I I i , I I I 1 • I I I I I ND EXISTING 15 "RCP. z z
i • C ~i' ` I I C 20'-0" - -1.0 MSL - - 5'-0" O.C. 15 Idpr . 108 -0 ~ I I I I I I I I ~ I I , , I I I ~ ~ ADO 2, PT CLASS B ~
S1 , ~ I ; ; OP OF WALL +5.0 I I ~ ~ ~ 'I ~ PILES x 30' LONG w/ W I w< w
• " 1 360 -0 D 22 -0 +3.0 MSL -1.0 MSL 10 -0 O.C. 6 kips 5 0 O.C. 2 kipt, 6 I I I i i e I I I ~ , SUPPORT CRADLE.W I I I I I O I r-~' I r-r I I I INV=1.77 Z I Z
S1 I I p ~ I I r 1 - I I I I I I ~ I I ~ , A I r ~ I I I I ii I I i 2 I ~N
~ » ~ " " E ,~i ~ ` , III ~ ~ , I I I I I II ~ I I I I I I I I I I I I, TYPE D BULKHEAD I I N , I I # w w w =
E 20 -0 - -1.0 MSL - - 5 -0 O.C. 15 kips 235 0 S1 CO II I I I I I I I I ~ li ii I I II I I I; II I~ I 2 ~
~ ~ s. I ~1 r r ~ r I H I 6~ a ` ~ ~ I I I I I I } I x a 3
I I D I I I I S / ~ II I I I I I I I I I 7 F" I I ' I I I I ? 1 I i ~ I ~v V U n ~ U M
~ ,2. ~ 5 ~ ~ ti 1 6 W E.S. FABRIC , ~ ~ Q ~ ~ ~ I 51 5 ~ s~ I I I r k I l f 1 I, ~ I ~ 1' I I I I, I I
~ , I I I I ~ ~ ~ FACE OF NEW BULKHEAD
~ ' ~ ` ~ . ~ ~ ~ ' ' ~ FAC OF ISTING BULKHEAD
STEEL OR WOOD POST / 6 ~ J ~~,A ~ e
WIRE MESH FOR STANDARD FABRIC ~ ~ / ti - G~. \ ~ ~ O
---x---- MIN. 14 GA. 6x6 MESH o ~ ~ STANDARD OR EXTRA STRENGTH ~ - ~ I * 7~ ~ x N II II ~ N
' F RIC ~ FlLTER FABRIC N FOR STANDARD AB iv ~ x x i " II II 2 0501. i- 152 -0 I I I I 05011
~ - - II II J - (APPROX. CONTRACTOR TO VERIFY IN FIELD). ES. JRA
ao DIRECTION OF WATER FLOW ~ ~ 4 ~ 1 KH II II I I DES. JRA (DO NOT REMOVE THIS PORTION OF EXISTING BUL EAD) I I I I
~ ti r i ! - CHK. NWT HK. NWA
~ EXISTING WOODEN W ~ ANCHOR FABRIC SKIRT ~ TO 8E REMOVED AND DRWN. JRD AVOID DECK PILING WHILE II II ~RWN. JRD
~o ~ G REPLACED WffH NEW ~ MIN. 8 DEEP do 4 WIDE. IN N H.D. GALV. ' I I I DATE 10/ INSTALL G EW , I , I SATE 10/04/05
~ - ` i I ~ ~ ~ I ' ~ i ~ I PT WOODEN WALK. ~i 0 II~;I,I'I I I~~ ~ HELICAL ANCHORS I I I I _ _ I I \~lllullllrr~ \\\`,,111(1 ~ 1?ARt~i
~ ~ I J ; i ~ II i~ \ J II . C/! - ~ ~ ~ 'L
i~ ~ I ? 1 I I i i t i I I iii yyti ~ I'I ~ j ~ 'I
~ I I f~ I ~ I ~ I; i ~ti,. ~ I ; ~ NOTES: ff; I ~ ~ ~~v ' i I ~ l i I 'I I~ ~ I II I ~ i II ' !i I~ ~ L--J L--J I I I i I~~ ~ 11 i ~ , ~ j' I ~ I I A I I ~ I I ~ i ' I I ~ i ~ I - SE L 1 S E A L
I r i ! I i ~ I i ilk II it i ~ r ~ II ~ ~ li I I i i ~ I .
¦ I I I i ! I 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30 IN WIDTH WITH , ~ ~ 1 i II I - ~ I ~ i i I~ , i ~ ~ 4631 ~ r ~ I I ~ ! I ~ l i , 4631
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC I ~ i I AND 50 LB IN FOR EXTRA STRENGTH. ~ i il~ I I . I. I li I~ ~I ~i ~ i t I I I I. .4~i~`,
R. A
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE NECESSARY, lAP FABRIC POST TO POSE. rrrrrnnln +V ~~fflllllll e~\84
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF-FASTENER STEEL ANGLE TYPE. 1" - 10~-0"
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO LEGEND
WOODEN POST WITH NOT LESS THAN ~9 WIRE STAPLE 1" LONG OR TIE WIRES. 1. -7.8 -INDICATES SOUNDINGS RELATIVE TO MEAN SEA LEVEL.
2. {-6.08) -INDICATES SOUNDINGS RELATIVE TO MEAN LOW WATER. OF X OF X
3. +5.0 -INDICATES TOPO ELEVATION RELATIVE TO MEAN SEA LEVEL.
r
N.T.S.
r
_
_ _

1
} m
NEW CONICAL WHITE
' PILE CAP AT EACH NEW PILE. (TYP.)
• NEW SUPERLOC SERIES 1560 SUPERCAP Z ~ Q r Z
EL +10.0 M.S.L. PROVIDE 3 PILE CLUSTER 6" TOP CAP CONT. (TYPICAL) F = 1 0 CABLE F
® END OF BREAKWATER o ~ 3 PILE z ~ a ~ a ~
SEE PLANS , „ m ~ 2 -0 N a z _ ~ - o ,h (MAX) ~ z NEW PT CLASS "B" PILE ~
U
EL +5.0 M.S.L. EXISTING BULKHEAD EL +5.0 M.S.L. EXISTING BULKHEAD ~ N z cn w EL +5.0 M,S.L. c o ~
TO BE REMOVED TO BE REMOVED NEW BULKHEAD N o
Ex~ST1NG ~ EXISTING ~ tI~~IN ~N ~ Z ' G i EL +4.2 M.S.L. ~ _ ~ ~ NEW PT 4x8 WALES ~ a
P. axe t EL +4.2 M.S.L. F 4 t NEW PT CLASS "B" ~ T x6 _ VvA-='~ I - - - - - PI x N WALER- - - - - - ~ Z o .-V ~ O ~ ~=-~~1~
LEA 30 LO G I r o ~ 0 2 -6 O.C. A ~ o N
N (ST GGERED) ~ ~ I ~ ~ O J . i I 1 a~ N
~ I N a~ o, ql oI N_ m ~ W ~ XISTIN„ 4 N GRADE
is ~ ~ 1 i I l r
i ~ ' ~1 NEW PT 4x8 W ~ z ~ ALES I I N I ~ 1 Ni (TOP ANO BOTTOM ~ ~ , i /~,/i / / EW CONICAL WHITE o ~ N N.T.S. ~ ~ ~ _ PILE CAP AT EACH ~
I 1 ~ ~ • EXISTING I I w/ H.D.GALV. 3/4 0 THRU BOLTS w/ OGEE WASHERS ~ x
EACH END 0 EACH PILE. EXISTING I I I~ w PT 4x6 $ PT 4x6_ t _ _ _ _ _ _ _ ~ _ _ w~ xl f° ';'r'>~~~~~~ , - - _ - UPERLOC SUPERWALE CONTINUOUS. NEW PILE. (TYP.) m E STING , ~ p ~ P' 6 U ~ ALE W-SPLITS ANO W-CORNER
WALER j - ~ WALER ~ O - - - - - - - - CONNECTORS PER FGR3f RECOMMENDATIONS. ICAL EL +10.0 M.S.L. ROVIDE 3 PILE CLUSTER ~ END OF BREAKWATER
~ I E,~LG7'1'G GRADE 1 I / /'i S P S EE LAN
EL +0.0 M.S.L. _ _ _ _ _ _ ~ EL +0.0 M.S.L. '''I I /V~/VA/VA/VA/VA V~ of i EL +0.0 M.S.L. p
EXISTING N _ I N EXISTING N _ J PT 4x6 EXISTING EL -O.S M.S_L. _ PT 4x6 ~`.;...,i N EXISTING = ;i I ~ EL -0.5 M.S_L. EXISTING
WA R I FILTER FABRIC LE - t -E-L---1,0-#,S.Lr- = WALER- - - - - - - PT ax6 _ ;~~I I N EL +5.0 M.S.L. FILTER FABRIC wALER
EXISTING PT 2x8 h '~l I N SHEETING ' EW PT CLASS r8r PILE
I EXISTING (LENGTH UNKNOWN) I I c ~ I ;.;;;1 I SEE SECTION A/S1
I I Q FILTER FABRIC ~ FOR MOR DETAIL ~~,I I ~ E
I I ~ EXISTING PT 6x6 PILE :-~:~~:I I N EXISTING PT 2x8 EL -3.0 M.S.L. (f} ®5 -0 t O.C. EL -3.0 M.S.L. f ~ 12 HELIX ~ I N •
I I N - I SHEETING (LENGTH UNKNOWN) EL -3.0 M.S.L (t) EXISTING PT 2x8 12 HELIX / I SHEETING •
\ Z .;'.•.",1 I q (LENGTH UNKNOWN) / TURNS, 1 0 GALY. CABLE / I ~ (LENGTH UNKNOWN) w/ 3 CLAMPS EACH END.
i I \ ~ ~ / I ~ ~ ~ EXISTING PT 6x6 PILE / ~ I ~ STAPLE EACH TURN TO EACH PILE. (Tl'P.)
i / N ®5'-0"t O.C. EXISTING PT 6x6 PILE DAR i / I N ®5'-0 f O.C. MANED
I G i,\ ~ I (LENGTH UNKNOWN) / I I q Qc CO,~ BY MF ~--iVEW PT 4x8 WALfS i,\ I I (LENGTH UNKNOWN) TEST GR, JYp SEE SECTION A/S1
: I q / /y/\/ I I N MAX. ALLOWABLE BACKFILL CAVITY WITH CLEAN, FlNE, WELL DRAINING SAI I ~ FOR MORE DETAIL
IES \ SLOPE • ~ MPA Fl T AT VAR / I I U CO CT LL 0 LEAST 95X COMPACTION IN LIFTS DRAINING SAND. TION IN LIFTS OF 12r MIN. TYPICAL ~ ~ EXISTING BULKHEAD EL +0.0 M.S.. ( ) L
I q TO BE REMOVED.
NEW MIRAFl FlLTERWEAVE 700 WOVEN GEOTEXTILE FABA )TEXTILE FABRIC
~ DOWN TO ELEV. -3.0 MSL (TYPICAL) EL -1.0 M.S.L.
NEW SUPERLOC SERIES 1560 6" SHEETPILING x20' LING x20' NEW SUPERLOC SERIES 1560 6r SHEETPILJNG x20'.
LOCATE WEEPHOLES AT 4'-6" O.C. AT ELEV. -0.5 MSL EY. -0.5 MSL THRU WEBS, TYP.
DRILL WEEPHOLES AFTER INSTALLATION. SEE WEEPHOLE .E WEEPHOLE DETAIL t .(TYPICAL)
si „n 3
TYPE "A" BULKHEAD TYPE "B" BULKHEAD NOTE: TYPE C BULKHEAD
APPROXIMATE DISTANCE FROM S1
M.S.L. TO M.L.W. IS 1.75'
A B Q Q
C r , r z
1/2 1 -0 s~ J
O SIMPSON Z-MAX ANCHORS ~ O
(H.D.GALV.) TYP. Q Q
r 2, PT 2x8 V U
5'-O" 5'-O" 5'-0" NEW PT 2x6 DECKING 2._0. NEW PT 2x8 JOISTS 0 24" O.C. (REMOVE THIS PORTION 5 -0 5 -0 w/ 2, 5/8"0
~'I~) (TYPICAL) OF EXISTING BULKHEAD do FlLL (REMOVE THIS POR'110N .D.GALV. THRU 80LT'S = 2
MAX ) ( ) OF EXISTING BULKHEAD do FILL) 0 EACH ENO EACH PILE ~
NEW PT 2x8 BAND EW PT 4x8 ~I~) ICAL EW CLASS II ~ EW PT 8 0 PILE
~ ) GRANITE REVETMENT MINIMUM PENETRATION DEPTH ~ O
EL +5.0 M.S.L. EL +5.0 M.S.L. + , 8' BELOW EXISTING GRADE 0 ' O.C. EL 5 0 M.S.L. Z GEOTEXTILE Z
T N EXIS ING + ~ +4.2 M.S.L. _ \\\\\\\\\\\i~\i~\i~\i~\\i\~ EXISTING N ~ +4.2 M.S.L. BELOW BASE ~ ~ ~ w
PT 4x6 0 ~ PT 4x6 - - - ~ - -1 ALONG WALL EXISTING iv ~ +4.2 M.S.L. PT 4x6 ---~--1 T
WALER iv / WALER - a= EW CIASS II = -EXIST. MISC. CONCR WALER I ~ GRANITE REVETMENT V U
I ~:I I N ~ I I N I ~ I ' ~ I ~ RIP-RAP, OYSTER SHELIS, ETC. ~ I i ~ , ' 2 Q Q
I I I G ~ I I G I ~~~V~/~~!V~/ I I ~ ~ ° J Q ~ I 1 - Z W \ / / ~ EW G 0 J Z W
q ~ q ~ VA / iEXISTIN~"'~ I I G ~ ) E TEXTILE \ \ `C GRADE• o N I Q \v~ \ ~jrj ~ BELOW BASE do m M
~ ~ le o ' ;1 ~ I I N o f I. ° ° ALONG WALL W Q
II ~ W ~ =1- I 0 ~ p W
- - ~ EXISTING - - _ - - XISTING - - _ _ -1 e I q E I q ? 1- ~ IST. MISC. CONCRETE J I I TI i n '===_J~ J
- PT 4x6 C . PT 4x6 - _ - ~ WALER I ' I PT CLASS "B" PILE EX S NG I , 1 0'~ ° ~ RIP-RAP, OYSTER SHELLS, ETC. PT 4x6 ~ ° ° IM ~ ) F- MIN UM PENETRATION - I
. WALER ~ :.1 N I I I waLER ~ gEPTH IS 8 BELOW I i N I ` ~ ~ ~
"J I q I o I I q I ~ EL +0.0 M.S.L EL +0.0 M.. . . ~ s`tw u~~.~s EXISTING GRADE. I , ~ I V
~ ~ ~ SLR . u i ~ EL +0.0 M.S.L n I ~ ~..~~`'r ~ r'~.t'~.r-~,r _ Z H Z U H
~ N }a+ I ~ EXISTING _ EXISTING N I ) I EXISTING iv = I ~ ~ ~ ~ w 0 cn?^
PT 4x6 i N qg PT 4x6 I I N I FI T R FA RI I PT 4x6 I N I /~r/~ i/` . , r'~.. !•"4 - I \ ~ ~,c~, ~ i\\j:~~ ~ \ \ EXIT' ~ -~~.~..i.~ v~.~"C ~ w w V
WALER r L E B C D~ ~ LlllyEp WALER i 10A0 BY MF WALER - ~ I r; \/r ~.ING GRADE%r~'%/'~i - ~ - C-) L.Li
' TEST GR• I I ~ r%/i,//~// / ~ /i ~i ~~i'' • W W W
rn'• I I N i I I N I \ ~ V1 .J I . /~,/i,//,~///// J
~~I I I 'a I I I
. :'1 I~ I I I I I 12" HEUX I ; I I f1 EXISTING PT 2x8 " _ I N I I I I~ I I
EL -3.0 M.S.L. (f) EL 3.0 M.S.L. f ,I I 12 HELIX -~--~------------r---I---- ~ ~ ~ SHEETING ' . 12' HELIX I I N I " EL -3.0 M.S.L t ~ I 12" HELIX 12 HELIX '
` I p (LENGTH UNKNOWN) 2 / I q I ~ r 12 HELIX / I I I-
~ / / ~ I 3 ~ I h , f ' f ,/i /i,//,~I I ~ I I 2 q I Z 3 1 r- I h~ uj
EXISTING PT 6x6 PILE 1 I- / //,~//,~l I h I :v
~ N ®5'-0 t O.C. DETE / T I N I I \ I I (LENGTH UNKNOWN & 081' \ I I G I pETF I I N I I AS p w, RMINEO ARM t7 c \ I ~N do ~ Br r,\ I I G I fp Q c
\ ,\\j, ) t, MF i,~ / OAO GR. / I I TEST' I I I Af h ~ 1 a40 MFGR ~ & C4Ap BY MF ~ I I I TE GR, Z Z vi
1+-~ ~ EXISTING BULKHEAD ~ MAX. ALLOWABLE ~ y l ~ IYP, ~ I ST ~ MAX. ALLOWABLE ~ u
DO NOT REMOVE SLOPE SLOPE ~ E W w
U W W w
TYPE "D" BULKHEAD TYPE "E" BULKHEAD SUPERLOC SUPERWALE CONTINUOUS. TYPE "E" BULKHEAD
I NEW SUPERLOC SERIES 1560 6" SHEETPIUNG x22'. I~SE SUPERLOC SUPERWALE W-SPLICES ~ ~ cx a w
MID W-CORNER a. c CONNECTORS PER MFGRS RECOMMENDATIONS. a o U Q
GYP.) Z ; z 3
E F SLUE MARLIN FlLTER ~ '
SUPERLOC SERIES 1560 SEAWALL FlLTER 0 w w w LA
I 6' SHEETPILlNG z 0'. 1/2 = 1 -0 S~ 4 -8 O.C. MAX.- w 2 Z c LOCATE WEEPHOLES ~ rzrN
I NOTES: AT ELEV. -0.5 M.S.L. ~ z n z N
NEW CONICAL WHITE 1. ALL INFORMATION NOT USTED AS 'NEW" IS EXISTING. :>•1 c OU L
PILE CAP AT EACH 2. EXISTING FLOATING DOCKS NOT SHOWN FOR CLARITY. U " NEUTRAL AXIS „ u
NEW PILE. (TYP. Z" u z LI!
I 2'-L" j EL +10.0 M.S.L PROVIDE 3 PILE CLUSTER W ~ w N
0 END OF BREAKWATER NOTE: NEW WALKWAY NOT H w . O ~ ~w _
SEE PLANS SHOWN FOR CLARt1Y F"'~ c V d z o:
EL +5.0 M.S.L EXISTING BULKHEAD Si NEW CONICAL WHITE " . " Z "
i TO BE REMOVED 11/2 1 0 S~ EL +5.0 M.S.L. PILE CAP AT EACH w Lid N
EXISTING ~ EL +5.0 M.S.L ~ PT ax EL +4.2 M.S.L ; 7 z 6 " I I ~ v1 1 .~'1 Z NEW PILE. (TYP.} w ~ Z z W z U
- _ _ _ F EW PT CLASS 'B WALER PILE x 30' LONG Z
I I I 11lI 0 2 -6 O.C. STAGGERE`J S~ ( ) I I i l1 I Z ? " " Z
~ I I NEW PT CLASS 8 - PILE x 30' LONG Typical SuperWale corner reinforcement
I ~ I ' - ~ - •-a I ~ EL +4.0 M.S.L I I ~ f i~ Z ? Z z i
. _ I I N Ew PT 4xe WALES - _ I ~ _ EL +4.0 M.S.L. ~ EXISTING 15"~ RCP-ADD ~ ~
I I I I I G (TOP AND 80TTOM I I, .,:_,::1 I I / EXTENSION AS NECESSARY Caner wood Chodre b to Contlnuous 8 Mourned Flush ro me Top ~ I I { I d *s gaper Wale & Fluch ro the Bottom of the Lower Wale. Typical Waod a FRP ~ 3 TO PASS THROUGH w
" I EXISTING w/ H.O.GALV. 3/4 a THRU BOLTS w/ OGEE WASH'S I , ~„•;l I 15 4 RCP-A00 PVC r ~ I Q I p N BULKHEAD CMS ~ Ouferwoad chodrs aro non~arttlnuous. The woad Chock C~3
T i ~I H I I . Q('FE SION AS NECESSARY TO PASS P' 4x6 _ - _ - _ _1~ , EAC ENO 0 EACH PILE. (TYP.) I i I f'I ' WA = R - ~ I , R~ NEW BULKHEAD -SEAL JOINT ASS I I I I SEAL JOINT fen b the width of the wale. = w r4L JOINT ~r~"a z > U=w
L- I ~ I I: 1 ~ ~ 10 1 I C I W Q I I I I Types wad W w w~
' ~ . ~ ~ v ' ~ ~ 0 0 - ~ I Z ~ z~
_ EL +0.0 M.S.L. - i r v \ F X i c ~ ~ ~ I . -+ar+° ! ~ ~ ~ ~ : x'~"':'= I ~ ~ ? / ~ j : 'mom, I I \ r.
PT axe ! i i ~ ~ ~ z II u ~ i z w
WALER I I FLAW I i t I I I I NEW PT 4X8 Throu h Boh Cannectlon ~ ~ 9 ~ II II w/ 2, H.O.GALV. ' ~ J
EXISTING MISC. CONCRETE " ¢z I I I I 3/4 ~ THRU BOLTS w/ 3 I I I I OGEE WASHERS ~
I I I RIP-RAP H I I ~i I Y! ~ OYSTER S ELLS ETC. I I _ _ ~ II II ~ r
' I U INV. EL +1.771 M.S.L. , , ~ _ _ _ ~ _ INV INV. EL +1.771 M.S.L. II II EACH SIDE, (TYP.). Typfcaisuperbc Plan viewot nnI
VERIFY IN FlELD - ' = VE I I' _ ~ I I ~ ~ ' ~ VERIFY IN Fl~D ~ _ _ u _ _ _ ` _ _ _ _ u _ _ ~ Sheelple Recommended 45° Comer I ~ ~ I x z
EL -3.0 M.S.L. t / ~~q ~ ~ X, I ~ ~ ~ I I F" I I ~
I o o I NEW SUPERLOC
A~, I ~ ~ 15 0 PVC EL80W ~ SHEETPILE, TYP. ~ n Typical Wale Wood Chocc
I I w/ H.D.GALV. STRAPS I I ~ ~ _ ~ l II II I I I I Typical Wood Wale
II II 05011 05011
% i G I , ; ( NEW PT 4x8 w 2, I I , I I ~ H.D.GALV. 3/4 ~ THRU BOLTS w/ II It I/ II II \
I i i ~ I , ',,,;1 I~ l OGEE WASHERS EACH SIDE IYP. I I i i o DES. JRA i. JRA
1-~-- EL +0.0 M.S.L. I I EL I ~ ' ,j _ ' ! I { ( :Mean High water Lsvel EL +0.0 M.S.L. CHK. NWA it II i C NWA
I I ~ I •'I I ~ ~ , EXISTING BULKHEAD . ~ DRWN. JRD II II % NN. JRO
I i ; 1 I, Il II DATE 10/04 fE 10/04/05
I r^ . I ~ ,i I 1 I ( I I Through BoB Connectbn II I 1j111111111rrr~
I i~ I I I I Permeable Fill \`III ri, \0%IIIIIIIrrri /
I i I ~ '-f~~', II II I I I I fSSI'. /
I ' ~--~I ~ I i •I II II
I I ~ I I'~` '~,I ~ NEW BULKHEAD FRAMING -SEE . I I I I Pion Vlew of SEA L I I I I Recommended 90° Comer SEAL
I I , I WALL SECTIONS FOR MORE INFORMATION. 1RMATION. I I I I Not • ; e. M mmum of 2 Wales at Each Comer 4831 II II 4831 _
leomeaic Vlew of v I
Recommended Comer /~~~i R. A Note: Series 1540 Exposures Above 4.5 ft. rr r l I I I l t I I II
" " H r 1/i = 1 -o S1 J Nate: Find Measure & Cut tc Fit all Wood Chocks Series 1550 Exposures Above 5 ft.
1" = 1'-0" S1 Series 1560 Exposures Abave 6 ft. 1" = i'-o" S1
2
N.T.S. S1 OF X OF X

_ i
}
m
Z
J Z O N
a z i
0 ~ U
U N N Z W ~
O N ~
5 OZ GJ
Q
O
N
W
Q O
J
I I m
i } i N
i
S i
i
s
w. l - ~ y~ri
a ,fin',. ..a~', : ~ ^ P pop-
i
~Y
i
I
I
I
l
Q 7Q
I Z
STRUCTURAL NOTES: J J
GENERAL: R SHALL CONDUCT ITS OPERATIONS IN SUCH A O O
1. DURING CONSTRUCTION, THE CONTRALTO OR FROM
GRAL PART OF THE STRUCTURAL REDUCE TO A MINIMUM ANY DAMAGE TO THE HARE 1. THESE STRUCTURAL NOTES ARE AN INTE MANNER TO PREVENT OR I OR FROM THE BE USED IN CONJUNCTION WITH THE JOB pgBt~15, SEDIMENT OR OTHER FOREIGN MATER AL, Q Q
pRAWINGS ANO ARE TO DTTION TO POLLUTION BY IN OR NEAR THE WATERWAY. HE SHALL NOT NS. WHEN THERE ARE NO SPECIFlCATIONS IN AD IPUlATION OF EOUIPMEN'` AND/OR MATERIALS BECOME U A I A U
SPECIFICATIO H N THERE IS A SPECIflCAT10N ~ W E ANY WATER WHICH WILL CAUSE THE HARBOR TO THESE NOTES THE NOTES SHALL GOVERN. RETURN DIRECTLY TO THE WATERWAY
NOTES THE MOST STRINGENT OF THE TWO SHALL WRH SILT, CEMEN?, OIL. OR OTHER IMPURmES. IN ADDITION TO THE POLLUTED
GOVERN. CTOR SHALL NOT BE ALLOWED TO DROP WASTE
. DURING REMOVAL OPERATIONS, THE CONTRA TO THE WHARF 002 EDITION. CHAPTER 36 2 THcR MATERIAL TO THE AREA BELOW OR ADJACENT 0 O
2. BUIUOING CODE - NC BUILDING CODE 2 CONCRETE, DEBRIS AND 0 HALL BE USED TO CATCH THE MATERIAL. SCREENS OR OTHER PROTECTNE DEVICES S HARGE: 100 PSF PLATFORMS, NETS, VE DEVICES ARE NOT BEING EMPLOYED, z Z
S; BOARDWALK: 100 PSF SURC ENGINEER DETERMINES THAT ADEQUATE PROTECTI 3. DESIGN LIVE LOAD IF THE ADEQUATE PROTECTION lS PROVIDED. ,5~,
THE WORK SHALL BE SUSPENDED UNTIL EME CONDITION -1.75MSL WATER ELEVATION AT TTw
DESIGN BASED UPON EXTR 1 ~ .i. ~ ~ ~ ~ I
FACE OF BULKHEAD. Y- ~ U 1 • r Q U ~
- Q ~ f z W z w I
RIFY ALL DIMENSIONS AND DETAILS AT JOB SITE. 4. CONTRACTOR VE ~ - ~~C~ ••„j~ tt t ~ ••SY r ~m
~ ~ a
.0. MEANS "UNLESS NOTED OTHERWISE". 5. U.N Q w Q W
ALL SPECIFlCATIONS REFER TO LATEST EDmON. ~ 6. - b - F-- J
a,~ ~ W J
_ ~ LLJ r O
MISCELLANEOUS: N to U ~ ,
ROVIDE ADEQUATE TEMPORARY BRACING, SHORING 1. THE CONTRACTOR SHALL P N$TRUCTION LOADS I ~ ' ' ~ V ~ . , i ~ II
S AGAINST WIND, TIDES, STORMWATER AND CO OF BULKHEAD PROTECTION IS NO LONGER r' ~ ~ ~ ~ ' t ~ } ~ ~ W w V
AND OTHER TEMPORARY FORCES UNTIL SUCH / w
IR D FOR THE SAFE SUPPORT OF THE BULKHEADS. REQU E
NTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING 2. DIMENSIONS: THE CO ADVISING THE ENGINEER O W
DIMENSIONS OF THE STRUCTURAL DRAWINGS AND THE NS BETWEEN THE PLANS AND SECTIONS AND ¦ t M1,3 _ ~ ~
OF ANY DIFFERENCES IN DIMENSIO NDITIONS PRIOR TO COMMENCING CCNSTRt1CTI0N. V •
EXISTING CO -i. ~i..uat. w:a-
DO NOT CONTAIN UCTION SAFETY: THESE STRUCTURAL DRAWINGS 3. CONSRR DURING CONSTRUCTION. ~ .t ~ e U
NECESSARY COMPONENTS FOR SAFETY ~ w
RARE SITE TO PREVENT SURFACE WATER RUNOFF ~ ~ ~
4. DURING CONSTRUCTION, G INTO WORK AREA. - ~ ~ r,. w R ~ W~
a a o
WITH OWNER TO REMOVE ALL WATERCRAFT, ETC. 5. CONTRACTOR TO CONSULT ATiNG DOCKS AND REPOSmON FLO / z ~ ~ ~ Q I-l-~ z ~
FROM SITE AS NECESSARY. REMOVE ESS PLATFORMS AS DIRECTED BY THE OWNER ~ ~ t _ ~ U4 z
PILES/RAMPS/ACC Q ~ " - ~
UCTION LAYOUT SHALL BE 8Y THE CONTRACTOR 6. CONTTR g ESTABLISHED - ~ w W z
FROM BENCH MARKS AND BASE LINE 1 ~ ~~..y s'~.....' O 3
THE CONTRACTOR. nani~ is MEAN SEA__LEYEL, BY ~ a o
FOUNDATIONS -SOIL l^ F1
( Y~~/I ..:yam ~ W z 3 oG
' N CLEAN, WELL DRAINED, SANDY SOIL BACKFlLL 1. BULKHEAD DESIGN BASED 0 _411 pA~p JULY 29, E - .a W w w Ln
IN PLACE. SEE SdcME REPORT N0. 1061-05 COMPACTED f z a.~ N
2005. L ` o O N .J
D IN 12" LAYERS TO 95 X OF CKFlLL W CLEAN SELECTED FlLL COMPACTE 2. BA / _ g . 7~ z ~ ~ w w o~
. MOISTURE CONTENT (ASTM D 69 ) MAXIMUM DENSITY AT OPT ~ . -
~P~ z zz
STRUCTURAL TIMBER , 0 N O
PINE OR EQUAL PRESSURE MBER SHALL BE AS FOLLOWS: ~2 KD SOUTHERN ' _ i' O N
1. LU TREATED AS REQUIRED. _ H w
r ~ r ri.
Z Z rn
MBER REQUIRED ARE NOT SHOWN. SUFFICIENT NAILING 2. NAIL SIZES AND NU IN KEEPING WITH BEST
ALL BE REQUIRED TO DEVELOP JOINT STRENGTH SH H.D. GALVANIZED NAILS. ALL NAILING PRACTICE. USE ONLY DOMESTIC 04.9.1 w w w ~
ORDANCE WITH N.C. BUILDING CODE TABLE 23 SHALL BE IN ACC Z Zw N z z
NING SCHEDULE USING COMMON NAILS ONLY. FASTS z Z z
p GALVANIZED IN ACCORDANCE WITH ASTM ~w w o i•-
3, ALL HARDWARE SHALL BE HOT DIPPE A153 AS APPLICABLE. z z z z
NO SCALE a a
0 EXPOSED TO WEATHER SHALL BE PRESSURE 4. LUMBER ABOVE GROUND AN W~ O Q 3
S CF NET RETENTION. ALL LUMBER IN CO TREATED TO 0.25 LB / LIRE TREATED TO 0.8 LBS/CF NET RETENTION. ALL C Z
GROUND SHALL BE PRESS 2 5 WITH WATER SHALL BE PRESSURE TREATED TO z zW
LUMBER IN CONTACT LBS/CF NET RETENTION. w
u I W w Z
WASHERS FOR ALL TIMBER ~ " ' ~ ROC" SERIES 1560 fi" SHEET PILING USE ASTM A307 BOLTS WITH NUTS AND 1. LEE OOMPC'sITE S~PE L & TOP WATER. C C7 cn
EE "SUF.. i_'OC SERIES 1560 COMPOSITE SUPERW 5' WASHERS. CONNECTIONS WITH OG AND r, ~ v
W w =
R .125 (3) NDATIONS - SHEETPIUNG / WALERS: ` FOU 9.000 C < 3
F
TRUSIONS SUPERLOC COMPOSITE ' COMPOSITES (CREATIVE PUL ) , ~rao L01o 1' LEE INEER APPROVED EQUAL. n ~ U M
SHEETPILING SERIES 1560 OR ENG ~ ' R RSO (4) .175 <-ADS ~AU1 ~ ~ i t F~
IGN ELEVATIONS INDICATED ON ' HEETPILES TO BE JETTED/DRNEN TO DES E (i ~
2. S WALL SECTIONS. .zoo tro. ' 4
NS SUPERLOC s.ooo 0
COMPOSITES (CREATIVE PULTRUSIO ) ® 2.2L ref. R,SSO t3) 3, WALERS t0 BE LEE UAL au ,
POSITS SUPERWALE OR ENGINEER APPROVED EQ ,z7o COM lo,oo• X195 ' ~37s 1.231 typ. , 1.300 50 0 k 05011
TRUSIONS S 9cz ERIES 1560 SUPERCAP ~~'0°~
COMPOSITES (CREATIVE PUL ) .+el 4, TOP CAP TO BE LEE ' D EQUAL. R APPROVE ~ ~ ~ R r , DES. J DES. JRA
OR ENGINES .az9 CHK. P CHK. NWA
CrltkallNnenslon , .910 , ~ i DRWN. DRWN. JRD
HELICAL SOIL ANCHORS /TIEBACKS: ' x &887 ,125 ~ l33 tAlO ~ DATE 1 DATE 10/04/05
" R APPROVED EQUAL. •3 °'°`r° .,`62 ?AOO• -A1s•)
CAL ANCHORS SHALL BE H.D.GALV. DIXIE 0 7,909 ¢ paces .ne 1. HEU 11('11~11p1l~//~
2 x DESIGN LOAD. les7, . EACH ANCHOR SHAD. BE INSTALLED TO ~ ?e.ooo +3' 2 ~ . •fSs
- N PLANS & SECTIONS. .
3. DESIGN LOAD - AS SHOWN 0 SE. S E A L
DESIGN INFORMATION FOR APPROVAL. .o3a 4. MFGR. TO SUBMIT NOTES: { 46; 4631 =
N TORQUE FOR ' I p~
R SHALL KEEP RECORDS OF INSTALLATIO - ALLE SEAWALL SHEETPILE & CONNECTOR OR APPROVED EQUAL. 5. ANCHOR INST BE SUBMITTED TO THE ANCHOR 1. SUPERLOC '•~GII u ~bGINE~
EACH ANCHOR. THESE RECORDS SHALL TED ON THE R TO VERIFY THE REQUIRED TEST LOAD INDICA MANUFACTURER IN ORDE 2 TIMES THE DESIGN LOAD 2. SHOWN FOR REFERENCE ONLY. R.
MET. MINIMUM TEST LOAD IS TWO O Assrnhkc Flt DRAWINGS HAS BEEN MIN. 2 ANCHORS. , ~ ~~h~ n i '///!111111\ \ V
ITY INDICATED ON THE PLANS. LOAD TEST CAPAC TYPI A
FESSIONAL ENGINEER. 3
VERIFICATION. MUST BE SEALED BY PRO ECTION MODULUS: 7.96 (m /ft) 6, THE 1. S i
A710N HAS BEEN COMPLETED AND COPIES OF THE 23.93 in4 ft) UBSURFACE INVESTIG .MOMENT OF INERTIA: ( / 7. A S PECS. 2
REPORT ARE AVAILABLE IN S i OF OF X
. ALLOWABLE MOMENT CAPACITY: 16,000 (ftlb) 3 ~ iru ~N SERVICES
i
REMOVE DURING CONSTRUCTION OF BULKHEAD. 1. CONTRACTOR TO
j.

_

I I . ,
I / i
2 0• ~ m 0 • ~
~ 3 PILE CLUSTER x - p •
SEE DETAIL 3/S1 ~ ~ _ x - 0• / -
(TOP ELEV. +10.0') / _ •
NEW BREAKWATER PILING - ~ ~ - / ?
INSTALL NEW CO ICAL WHITE J 9 / z
PILE CAP AT EACH NEW PILE TYP.
~ 6 eg } ~ . x d Z ~ O S U
~ ~ x M U / SURVEY DATA BASED UPON N z
o~ ~ . U ~ F ~ I ~ ; TOP OF WALL +5.0 ~ v ~ w p _ _ / 1929 MSL DATUM o _ ~
/1 I I . a i II ~ ~ - - x-.--.-'- N ~ ~ Z
II x ~ I EXISTING BREAKWATER - ROBERT N. GOSLEE & ASSOCIATES, P.A. ~ Q
~ ^ ! TO BE REMOVED ~ _ - / LAND SURVEYORS -LAND PLANNERS O 513 CHESTNUT ST. WILMfNCTON, NC ?8401 O
u I ~ i ~ ~ - J _ / {9 i0) 763-1941 N v ~ fMA1L: rhgilmOcope-tear.net
S ~ ~ APPROX. LOCATION OF EXISTING - w
~ 1 ~ CONCRETE_DEADMAN ANCHORS ~ _ ~ ~ ®5'-0" O.C. 6' o
o ~ ,0 • ~ ~
I a o x i~ ~ ~ ~ ~ ~ s o ~ ~ 0
d ~ _ 1 ~ ~ ~ - ~ ~ ~ k ~ o ~ m
r< y ,O' XISTING MISC. o ~ I A 6~ ~ _ RIP-RAAp, OYS4'ER SI 9~> IG MISC. r--~ ~ ~ ~ i o Z x I ~ I I i ~ ,I ~ Y> ~ P, OYS4'ER SHELLS, ETC. ~ ~ ~ ~ , - ~I }
2 ~ ~ m II K• , S rxl TT ~ ~ ~ ~i N ~ D NEW ~I I;~' Tr-t-~, ~ ~ z~ I I I J'1 ~ • ~ . ~ J l m ~
I x ~1 , ~ Q I V J' e I _ NC-DOT CtrASS 2 I I , , ; ( I
I ~ III ~ RIP-RAP ~ I i ~ L ~n°I ~ k ~ m• zl ADD GEOTEXTILE ' ~ ~ ~ ~ ~
~ 1 . ~ . II ~ , ~ ~ LOW BASE AND I i iY ' ~ ' ~ 3~ ~ I I 1T ~ W; Xi
3 PILE CLUSTER . i 6 I I JUG ~/u . I I .r -:vim;:. ~;~r ~ ~ ~ - ~ v: ~ • ALONG VIEW BU,LICHc~~.{ I I I I ~ / z w' l' ~ I I ~ I ' ~
I ; ~ SEE DETAIL 3/S1 ~ II k ~ - ~ k r ~ ~>i" I TOP I I , ~ ~ ~ ~ , . ~ rte; ~ ~ ( ELEV. + 10.0) x ~ ~a r~ ; ra ~ c,~ . , ~ ~ ~ ~ ~ ~ ~ ti I I ~t ~ ~ O OI x 0
II I' Yl ,1 I. I, - W, W' x ~ ~ _ U' U'
GE , . ~ l.~- EW TIDE GA - !w.' ~ ~ ~ d^~ ~ II ~ ~;~I
i ~ ~I i y'' $ 2'-0" II \ ~
x / _ ~ v v ~ ~ \ \ A Y` ~ ~ `:A v A v , v \A~ \ ~ ~~~,YVv ~ . y~ ` \v~~ A , A~ vV'`
. EW BR I . KWATER PIUNG ~ I ~ ~ ;A~ vv ~ ,VIVA ~VAA A~.~ ~v~A ~~~•~\V. V A ~VA``~ `V' , •
k • INSTALL N I I ~ Ew co ICAL wHRE ~ CAP AT EACH NEW PILE, TYP. ~-~~----„~----~----,-_--1___-~ tk• I ~ - A\,,. A, Av~ V~~ vv\y ~,v,
k 2 1 ~ I Ix - t I I --------------x- i V ~ ~V~~ V ~ ~ • -----~--~--ar------ ~ 1 A
0 I x --~--1f-1----~--- I I ; , - \ I I -r--~~------- --•-----¦-1--u- k' I A ~ -----x------------ OF N
x ~ ~ I ~ ~ A i I yt-. i-----~--- i----~ ~ - _H_ I I - BULKHEAD
~ EAKWATER " ~ I ~ . , . . M 1 ~ •
1 5. 1 I. .~:~d- ~ S ~ II ~ I TO 8E REMOVED II ~ I F I 0 I ~ _ ~ STING BULKHEA II I I. x \ ~ D i ~ I ~ ~I ~IIS1 I. 32
~6+' x ~ ~ I I i ~ I I ~ II ~ ~ I ~ 1 ~ I I I I n I I r. I I~ ,
\01 ~ I ~ i ~ I ; L-J i ~ I ~'I ' ? t ~ 1 1 • r I ~ II I I I ~ I~ / ~ ~ 1 TYPE E BULKHEAD I, , I ' „ I I' , I O•
I I I` ~ . I I~ ~ I l , I I -~5 I~0 (APPROX. -CONTRA 1 1 l ~ } CTOR TO- I' I I ~ I; I~
L .p _ , F,p o ~ ~ ~ i ~ ~ . ~ I I I REMO ' ~ I' VE THIS PORTION OFI I
r G I I I I I I I ~ ' I ' ~ 1 ~y
~ ~f- ~ ~ I y ~ ~ - ; I I I ~ I I I I I I I I ~ , I i I ~
NCO ~ / T ~ F ~ s I I ~ I i i I I I i I I i I I I I I i
~ ~ ~ J I I I ~ I
!k ~ ~ I I V b.
r ~o 1
g 's~ A 0 /~~o x 1 h 9 Q
h z 6 p~5 ~1 x Z
/ ~ ~ ~ F ~ r • / ~ I x ~ ~ 1 J ~
~ ~ m, 6 k~ y o ~ 9 l 1 ~ x 1. 5 1 1 • k~ ~ x o ~
1 m / o• ~ ~ i~ • ~ G~1 x ,1 0 I 6 ~ ~ 1
~ ? 9r r ~ B y o,~ ~ • ~ 6' ~ ~ ~J' APPROX. LOCATION OF EXISTING ~ 1 h ~ ~ ~ ~ ~ be ~ • k CONCR MAN AN R x ETE DEAD CHO S Q
2 ~ S1 y r i l 0 5 -0 O.C. U ,
J' 0 6 y OP OF WALL +5.0 ISTING WOOD BULKHEAD EMOVE FlLL B EN TO BE REMOVED OLD & NEW BULKHEAD S1
x off/ -
~ ~ ~ti r---------------'-~ I
-~I , 'l ,~mL_J
F OP OF WALL +5.0 ~0 o Or_~ O I
/ 9~J Q r--~ -a__---------- I ~ ~L_~ Z
/ ~ I i I I r--~ w
~ ~ I I a o I I I U• I I - Wr-~ r--i r-- I 2
6• o 1 9 I I ~ I I ,o• x ~ 1. 1 x / I I 6• I I/ 1~ i~ 1 I I r I I ~ r r r_- ~ Q' ~L-J ~5 ~ • I I ,
x ~ l I / I xl I ~ I b. I (~1 ~ I I J 1• I I I I Q ~ 1 ~ I I Z ~b' xl I I ~ I I ~ I I Q U
1, ~ I I I I I I i 6• I x 6 1• I I ~ o I, 1 I z 5 1 ~ I I 0 I ~ ~ o o F Z W
\ ~ I I I I J / I g I I ~ I 6• 6~ I I ~ ~ l ~ I I ; I I , I JO ~ ~ 0 ~ DD
V _ , I ~ I i „N ~ ~ ~ I I I I I I I ~ y' ~ a I I ~ I ~ I/ x too I I I I I~ x ~ Q I I I I I ~ ~ ; I ~ U) Q W
;V ~ /r' I I I .I I i i ~ ~ i I I 1 I I I ~ U- cc I I I 2 L ~ J
I I ! I I I ~ I I I I H I w ZW ~ J
CI , ~ ~ ~ ~ I I ` ~ ~ I i I I 7 1 I I I ~ U~
~ ~ / ~ I I I ~1 1 ~ • ~ I I I I i I I f I I ~ ~ Z~ I I I ~ I I I I~
~ ~ ~ ~ NEW H.D. GALV. OP F W I I I ~ i '2• 0 ALL +5.0 I I I I ~ , I I f>
i HELICAL ANCHORS- x I I I I ~ i P~ r~ SEE STRUCTURAL ~ I I ' I 'F- I I ~ 0 x I I ~ I i I I I = p O Q.
O•Q SECTION C/St. ~----------------------JI I I I I i I I ~ I I Y ~Z N I I I I I I I I w ' I I I , I I W w /~A
x ~ Q I I I ~ W a o ' ' I I ~ ~ w W ~ I _ ~ W ~ I I e
~ ~ ~ I x ~ / I --------J 1------------ ----------1---~---- ~
x ~ L----------------------- ~0~~ f------------ V? J r---- ~ i ~ J
0 ~ i I LJ I r------------------ 1 I I I--------- I I
~ ~0. ~ ~ ~I 1 I H M AR 5 K AT M 1 ~ ~ I I r----------------------~ I • \ I I I I I r---------------------- '
~ ~ 0 1 k I / I 1 ~ s 6 5 A Ix 1 I I I I I T---~ i t )1 I ~ I G I I i I I ~ I IU I I I I 1 I I U
x ti ~ h I ~ I i , 1 1 I I ~ , 1 I I x I 6 a~ I '1~ x I ~ I , J I I I I
l I I G ~ F ~ I STILL WATER FRAN OCEAN FRONT +10.90 I I x , I 1 I I I i ~ ~ \ I ~ I I I I I I ~ z w
I ~ ~ I ~ 1 I ~ x I ~ 1 I 0. I I I I I I ~ I x ~ 1• ~ I I j I I i I 1'I ~
oy I I ~ 0 I 0 I G P I I ' I I ` I I /I I ~ P I I I I l I I I I \I I ~ v 1 C7 0 U
c 9 0 I I I I I I I I I , I I I I I I I I ~G. I I I I I I I ~ z~
St o ~ I ~ ~ ~ 1, I I I I i I I I I V~ ~ I I ~ I I I I ~ I I
ti ~ I 2 s ~0 1 I I ~ ~ +r~, 'y V I I I I ~ I ~ I I ~ I j I I I ~W w W Z
ao c, ~p I I I I I I I I I ~ I I ~ ~ I I
c,1 P o c'Pi P ~ , ' ~ ~ I a ~ ~ I I ~ I I I I ~ I ~ I ~ I I I I I I I I ~ I I I c
F ti 1 I ~ I ~ I 1 I I I ~ AA I I L _J L--J I I I I I I I` ' I ~c
1 SPRIN ~ ~ P 6 L.__J I I I I ~
G HIGH WATER +2.05 ~ ~ ~ g 0 1 1 x 9 ~ 1• ~ 9 6 # ~ 2.7' ~ nn L---I • ~ V 1 ~ ~ z 3
J 1 ~ ,ti ~ 5 0 0 ~ x 6' ~ ~ ~ ~ 1 I ~ ~ x 6. x 6' i ~ h I EXISTING WOODEN WALK i L
~ COAST AND GEODETIC DATUM MEAN SEA LEVEL M + cv ~ x ~ SLl 0.00 l M y ~ 1 0 3 1 I ~ h l x ~ ~ ~ 1 ~ TO 8E REMOVED AND w L.,
In ~ AIWW MASONBORO MEAN LOW WATER - ~ ~ EXISTING BULKHEAD IS AT MLW) t .75 ~ x 6' x i ~ ~ ; ~ 6' ~ REPLACED WITH N AT ` i x ~j. I EW ~ z
EXISTING M.H.W. (TYP.) SPRING LOW WATER -2.75 ~ I PT WOODEN WALK. l I 9 w z o
I 5• oP of wALL +5.0 x _ W o,
TBM TOP OF FlRE HYDRANT L-n
3 ~ NEW BULKHEAD I ~ ELEV. = 8.06 I Z ~
x ~ ~ c ~ o Q N
~
3•' hl ~ i"--i 1IL ON
i 9 I ~ /1 C.
l I ~ ~ zM
SH EETPILE TOP WALER BOT. WALER TOP HELICAL BOTTOM HELICAL APPROX. SE C~ ~ t I O c
TYPE E LENGTH ELEVATION ELEVATION ANCHOR SPACING ANCHOR CAPACITY ANCHOR SPACIN G, ~ ~ I ~ ~ W U
G ANCHOR CA ACITY NEAR FE SECTION ~ ~ 1 ~ ~ ~ i 2 NEW WOODEN WALK A " - - - 26'-0" A ~1 i l ~ z z
A(SIMILAR) 6 0 _ _ _ ~ r~ i V1 G zZ w o
(40 -0'~ S1 9 9 ~ ~ ~ `Z G 6• ~ 9 I 1 1 w ~ 7 z Z
- - a ~ ~ o x B 20 -0" - -1.0 MSL - - t • 58 0 5• ~ h hl ~ x O x 0 x h1 , I r--r r--r --0-- ~ X ~
S1 , I ~i / / ~ / r- r , ~ I~ I I l I I I I I , / I I I I l I I I I I I I r O 3
t " , I I C 20 -0 - -1.0 MSL - _ " . „ t_ . C ~j;~ ~ 5 0 O.C. 15 kip. 108 0 ~ I I I I I I I i I , , I I I I l w
S1 ~ I ~ I I I i I i i i i i 1 ND I ~ EX STING 15 RCP. I I I P I I I I I I ~ ~ i
22' 0" +3.0 MSL 1.0 t t " D 'So ' ' MSL 10 0 O.C. 6 kips 5 -0 O.C. 12 kips 360 -0 % A ~ ~ ~ 0 OF WALL +5.0 I I , , I I ADD 2, PT CLASS B G ' ' I I I I I PILES x 3G LONG w/ G U
S1 ~J"' ~ I l i i O i _ i i_ i i SUPPORT CRADLE. t w w w
E 20 -0 - -1.0 MSL - - 5 -0 O.C. 15 ki s 235 -0 ~ ~ ~ ~ ~ ' I II ' I', I_' I I I I; ~ I I I INV=1.7T I r ~I g ~ Z
p S1 ~ ~ ~ ~ a ~ I ~ I I I I II I I II ~ I I I I I I I' I I , , TYPE D BULKHEAD , , , I a I , I I I , Ik• u>
0 I I . ~ ~ ~ II I ~ I I I I I I I, II I I II I ' I I II I I I w w =
i'i' ~s• r J x ~i 0 \ ~ I i r~ ~1 C~ ~.I N r~ I I ~ I ~ w I I I I ~ ~ N I < I I I I 6'
6' W E.S. FABRIC ~p 0. \ 2 i 'I I I I D I I i , I , K ~ ~ i I I I
~ 11 I I J 1 I I ~ I ~ 1 I I I ~ S r ~ s~ I ~ I I F I I ~ 1 I , ~ ~ / 1• / 1. I I n In M
o ~ ,0 ~ I ~c,' r~ I I I / i I I/ I I iA I I i ~ I I I I ~ w',( w ~---1
STEEL OR WOOD POST 2 ~ V~` z 6• 5• c~..p~ ~ , ~ ~ \ FACE OF NEW BULKHEAD ~
~ WIRE MESH FOR STANDARD FABRIC ~ ~ ` a 1 FACE OF EXISTING BULKHEAD J
' a ~ STTANDARD OR EXTRA STRENGTH y ~ ' FILAR. 14 GA. 6x6 MESH o ~ ------k---------*--------'~ ~ ~ ~ ~ ~
0 STANDARD FABRIC FlLTER FABRIC (V k N x----*------------ rv T ~ ~ x
~ W k I I i a II II I ` N 1 _ II II 1 52 o II II 5• 050:
~ J ~ ~ ~ ~ DIRECTION OF WATER FLOW ~ ~ ' ' (APPROX. -CONTRACTOR TO VERIFY IN FIELD). , I I I 05011
0 ~ I ~ ~ (DO NOT REMOVE THIS PORTION OF EXISTING BULKHEAD) i i i i ~ DES. JF DES. JRA
i ~ ~ ANCHOR FABRIC SKIRT I~ EXISTING WOODEN W II II _ II II CHK. N'
f0 ~ MIN. 6 DEEP do 4" ~ ( TO BE REMOVED AND I _ WIDE. G II II CHK. NWA
z I i I REPLACED WITH NEW ~ ~ i ~ PT WOODEN WALK. AVOID DECK PILING WHILE i i i i DRWN. JF ' INSTALLING NEW H.D. GALV. II II DRWN. JRD
I I; I I, r; I,~ I HELICAL ANCHORS I I I I I~ DATE i II II DATE 10/04/05
ICI ~1 ~ I~'~ ^ I I ~ II `~~IIIIIII
i 'I NOTES: ~ ~ ~ I ' ~ ~ I ~ 'i I I ~A~ lA'V1 j 1 I I' , ~ , I 11 11 ~ ~ ~ ~ CAR
II li iC ,I ~ I r ~r ~ I I I I i l l ' ~~I
1. SYN. FENCE FABRIC SHALL BE MI N. OF' 30 IN WIDTH WfTH ~ ~ i ~ ~ 30 LB IN TENSI ~ ~ 1 i / LE STRENGTH FOR STANDARD FABRIC ~ ~ t i I! I ~ - ~ I'----~ ~---J 1~ i ~ I I- ~ i ~ ~ j j'~ S E A L
AND 50 LB/IN FOR EXTRA STRENGTH. ~ ~ ~ ~ II i ' ~ t ~ I,{ I~ ~ ~i~il - SEA ~ I ~ ~ I , r i i i I I i I ~
I 2. FABRIC SHALL BE CONTINUOUS IENGTH. IF JOINTS ~ ~ ~ I~ ~ ~ ~ ;I ~ - I ~ ~ ~ ~ i ~ ~ ~ I I ~ - 4631 I ~ I ~ ~ i i ~ i~ ~ I i ~ I 4631
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE i i~~/ 1 R. A A
SELF-FASTENER STEEL ANGIE TYPE. ~~rlnln~
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND 1" = 10'-0"
4" IN DWMETER. FABRIC SHALL BE FASTENED TO WOODEN POST WTTH NOT LESS THAN ~9 WIRE STAPLE
1 LONG OR TIE WIRES. IFS r
¦ 1. -7.8 -INDICATES SOUNDINGS RELATIVE TO MEAN SEA LEVEL.
2. (-6.08) -INDICATES SOUNDINGS RELATIVE TO MEAN LOW WATER.
N.T.S. 3. +5.0 -INDICATES TOPO ELEVATION RELATIVE TO MEAN SEA LEVEL. OF X OF X
u
_ _
_ _ _