6-21 NC Division of Marine Fisheries

Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
6-21
Issued to NC Division of Marine Fisheries, 3441 Arendell St., Morehead City, NC 28557
Authorizing development in Carteret County at adi. to South River, at 229 Tosto Road, near
Beaufort as requested in the permittee's application dated 9/17/20;
includine attached workplan drawing=-s (22). Sheets 1-21 of 21 all dated 7/I/20 and Sheet 1 of I dated 9/3/20.
This permit, issued on January 19, 2021 , is subject to compliance with the application (where
consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
it tnese terms may be subject to tines, imprisonment or civil action; or may cause the permit to be null and void.
Shoreline Stabilization — Bulkhead and Return Wall Extension
1) The northern bulkhead located adjacent to the boat ramp shall not extend waterward more than 2 feet
from the existing bulkhead at any point along its alignment at the time of construction.
2) The return wall extension located at the southern bulkhead shall be constructed in accordance with
the alignment depicted on the attached workplan drawings.
3) No vegetated wetlands or open water shall be excavated or filled, even temporarily, outside of the
approved bulkhead alignment.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2024
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal.Resources
Commission.
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee

NC Division of Marine Fisheries Permit No. 6-21
Page 2 of 4
ADDITIONAL CONDITIONS
4) The alignment of the authorized bulkhead shall be staked by the permittee and verified by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
construction.
5) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
6) The bulkhead shall be constructed prior to any backfilling activities.
7) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
8) The fill material shall be clean and free of any pollutants except in trace quantities.
9) Unless altered herein, all backfill material shall be obtained from a high ground source and confined
behind the permitted bulkhead.
10) No backfill material is to be placed within 30 feet of the normal water level, except that which will be
used to backfill the area behind the permitted bulkhead.
11) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.
12) In accordance with commitments made by the permittee, no live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State during construction of the bulkhead or
return wall extension.
Docking Facility Expansion
13) This permit authorizes only the demolition of the existing pier and construction of the pier, dolphin
removal and/or repair, and other structures and uses located in or over the water that are expressly and
specifically set forth in the permit application. No other structure, whether floating or stationary, shall
become a permanent.part of this docking facility without permit modification. No non -water dependent
uses of structures shall be conducted on, in or over Public Trust waters without permit modification.
14) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
15) This permit does not authorize any new formalized boat slips. The docking facility is authorized for no
more than three (3) formalized boat slips.
16) No attempt shall 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.

NC Division of Marine Fisheries Permit No. 6-21
Page 3 of 4
ADDITIONAL CONDITIONS
17) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation and shall not exceed the dimensions shown on the attached permit drawings.
Boat Rama Expansion
18) Unless specifically altered herein, this permit authorizes one concrete boat ramp, as indicated on the
attached workplan drawings.
19) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
20) Excavation and ground disturbing activities, associated with the placement of the boat ramp, above and
below the normal water line shall be limited to that absolutely necessary to establish adequate ramp
slope and provide a ramp no greater in size than specified in the attached permit application and
workplan drawings.
Sedimentation and Erosion Control
21) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
22) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses or properties.
23) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of any phase of
grading on cut or filled slopes. At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
USACE Conditions
24) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at littys:Hwww.fws.gov/raleigh/pdfs/ManateeGuidelines20l7.pdf.
General
25) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
26) All debris associated with the removal or construction of the permitted development shall be contained
within the authorized project area and removed to an appropriate upland location.
27) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.

NC Division of Marine Fisheries Permit No. 6-21
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers authorized the project by way of Programmatic General
Permit 198000291 (Action ID SAW-2020-01855).
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 4175 and assigned the project DWR Project No. 2020-1355.
NOTE: Future -development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many land disturbing
activities are not authorized within 50 feet of the normal water level unless specifically exempted
by Environmental Management Commission's (EMC) Neuse River buffer regulations in
place at the time of such development.
NOTE: An application processing fee of $400 was received by DCM for this project.

I
DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
Applicant:
Type: (Check all that apply)
New V -ChMajor Mod ___ _ Permit# Minor Mod Renewal Transfer
Permit Coordinator:_
Field Representative: "_iU-11
Date Time
�iI (6 Jooio aMzµk
tt 70 pK -� I, VA
ki`�v
Message

DCM Coordinator: Permit #: � --Z
MAILING DISTRIBUTION SHEET
Permittee: AC baP If,11, h..n1n, Zh 2,/ '7/ Q IJ. _.,1....j
DCM Field Offices
Elizabeth City 1
Morehead Cil
US ACOE Offices:
Washington:
Washington
Wilmington
At 2MI
(with revised work plan drawings)
(OBJECTIONS )
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Pelletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Greg Curry (Brunswick, New Hanover)
Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New knover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
Renee Gledhill -Earley at [e-mail] I
Heidi Cox (WIRO)
Kim Harding
David Harris
OW Shannon Jenkins / Sharon Gupton
fFTim Walton / Mike Moser
Sheri Montalvo / Shelton Sullivan
Clif Whitfield (WARD)
Washington: Chris Pullinger-401
Tina Martin - 401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Cunituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: Robb Mairs-401 (Brunswick, New Hanover)
Holley Snider-401 (Carteret, Onslow, Pender)
hristine Hall - Stormwater
Joanne Steenhuis - 401 (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARD)
Natural Heritage Program f Rodney Butler
LPO: 14Y
(NCDOT) Travis Wilson

NICE MF4
APPLICATION for =-
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. PrimaryApplicant/ Landowner Information
Business Name
Project Name (if applicable)
N.C.D.E.O. Division Of Marine Fisheries
Dock Structural Repairs - South River
Applicant 1: First Name
MI
Last Name
Andy
Gupton
Applicant 2: First Name
MI
Last Name
Haddldonal applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
te
TNC
3441 Arendell Street
Morehead City
ZIP
Country
one No.
FAX No.
28557
Cartereet
252-726-7021 ext
Street Address (d dNerent from above)
City
state
ZIP
WA
WA
WA
WA -
Email
ANDY.GU PTON@NC D EN R. GOV
2. Agent/ContrectorWbrmatlon
Business Name
Moffatt And Nichol
Agent/ Contractor 1: First Name
MI
Last Name
Doug
Huggett
Agent/ Contractor 2: First Name
MI
Last Name
Rebeckah
Sims
Mailing Address
PO Box
City
State
310B Greenfield Drive
Newport
NC
ZIP
Phone No. 1
Phone No. 2
28570---T--
919-645-0649 ext.
919-534-6834 ext.
FAX No.
Contractor #
N/A
N/A
Street Address (if different from above)
City
State
ZIP
NIA
N/A
WA
WA -
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
229 Tosto Road
NA
Subdivision Name
City
State
Zip
N/A
Beaufort
NC
26516-
Lot No.(s) (flmany, attach additional page with list)
Phone No.
N/A - ext.
N/A, I I ,
In NC river basin is the project located?
b. Name of body of water nearest to proposed project
a. which
Neuse
South River
Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
c.
®Natural ❑Manmade ❑Unknown
South River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable,�inthe planning jurisdiction or city limit the proposed
work
[]Yes ®No
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.fL)
+/-490'
211,701 sf (4.86 acres)
d. Approximate elevation of tract above NHW (normal high water) or
c. Size of individual lot(s)
NWL (normal water level)
N/A,
(If many lot sizes, please attach additional page with a list)
+/-5' ®NHWor❑NWL
e. Vegetation on trail
I grasses, pine trees, coastal wetland vegetation
f. Man-made features and uses now on tract
parking lot/staging area, bulkhead, docks, boat ramp
g. Identity and describe the existing landuses adjacent to the proposed project site.
Large tracks of land with minimal development - mainly residential usage with docks or piers. There are also some
commercial developments nearby that appear to be dependent on water access.
h. How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
N/A
❑Yes []No ®NA -
J. Is the, proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ONo
k. Hasa professional archaeological assessment been done for the tract? if yes, attach a copy. [-]yes ®No ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the side? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(111) If yes to either (i) or (ll) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management ortreatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and dairy operations of the project when complete.
The facility is utilized by the NC Division of Marine Fisheries mainly as a staging and loading area for the Division's oyster
reef and artifical reef programs. Materials are stored on site and loaded onto vessels at the dock(s) and/or ramp so that they
may be transited to and placed on reefs sites.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard marine construction equipment will be utilized, included but not limited to barge mounted pile installation equipment
and land -based equipment such as small wheeled and/or tracked construction equipment.
d. List all development activities you propose.
1. Repair and extend existing dock
2. Repair and enlarge existing boat ramp
3. Repair/reface existing sheetpile bulkhead
4. Install short concrete retaining wall for slope stabilization
5. Replace missing support banding on existing pile cluster
a. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project? 4.01 acres ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes - ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing discharges limited to stormwater runoff. No new discharges proposed.
I. Will wastewater or stormwater be discharged Into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
J. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application Porn, (MP-1) the following items below, N applicable, must be. submitted In order for the application
package; to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
Instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money -order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified. mail. Such landowners must be advised that they have.30 days In
which to submit comments on the proposed project to the Division of Coastal Management
Name Bert Hardy Phone No.. WA
Address 120.Old Vanceboro Road, New Sam NO 28560 _
Name Juanita Gaskill Phone No. WA
Address 201 Big Creek Road, Beaufort, NO 28516 '
Name ..Phone No.
Address
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, pernittee, and Issuing dates.
NIA
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
J. A signed AEC hazard notice for projects In oceanfront and inlet areas. (Must be signed by property owner)
k. A stateent of compliance with the N.C. Environmental Policy Act (N.C.G.S.113A 1-10), if necessary. If the project Involves expenditure
m
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
on Land
I understand that any permit issued in response to this appueaaon wm auow omy um uwvwruPurw- aca•a,— ,,, ••• r r•• ••-• ••
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and fellow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 09/17/2020 Print Name Doug Huggett (Agent)
Signature /' ,,eo
Please indicate application attachments pertaining to your proposed project.
NDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
EJDCM MP-3 Upland Development
NDCM MP-4 Structures Information
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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
NWL
stabilization)
Length
N/A
N/A
N/A
20
N/A
WA
WA
Width
N/A
N/A
N/A
25'
N/A
N/A
WA
Avg. Existing
N/A
N/A
N/A
0' to -8'
NA
NA
N/A
Depth
Final Project
N/A
N/A
N/A
01to-8'
NA
NA
N/A
Depth
1 EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal weliands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(il) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(11) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB
❑WL _ ❑None
(ii) Describe the purpose of disposal in these areas:
d. (1) Will a disposal area be available for future maintenance? ,
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (1) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(11) If yes, how much water area is affected?
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Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE.STABILIZATION ❑ This section not applicable
(if development is a wood groin, use MP4 — Structures)
a. Tvoe of shoreline stabilization: b. Length: +1=9T
®Bulkhead ❑Ricrac ❑Breakwater/Sill ❑Other.
c. Average distance waterward of NHW or NWL: 2'
e. Type of stabilization material:
Concrete facing appled to existing deteriorating sheetpile
New T tall CIP concrete retaining wall to extend bulkhead
landward for slope stabilization
g. Number of square feet of fill to beplaced ;below water level.
Bulkhead backfill _ Riprap _
Breakwater/SIII _ Other 194 sf (max)
I. Source of fill material.
concrete facing material
Width: 2' max.
d. Maximum distance waterward ofNHW or NWL: 2'
f. (1) Has there been shoreline erosion during preceding 12
months?
[]Yes ®No ❑NA
(II) if yes, state amount of erosion and source of erosion amount
Information.
NIA
h. Type of fill material.
concrete facing material
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (I) Will fill material be brought to the site? LIYes UNo
If yes,
(p Amount of material to be placed in the water
(III) Dimensions of fill area
(iv) Purpose of fill
How will excavated or fill material be kept on site and erosion
controlled?
No excavation except removal of portions of existing boat ramp.
Boat ramp debris will be disposed of at upland location.
a (1) Will navigational • aids be required as a'result of the project?
®Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be Implemented.
Replacement of wire banding on one pile cluster. No other
navigational aids are proposed.
b. (q Will fill material be, placed in coastal wegandstmarsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide th
number of square feet affected.
❑CW ❑SAV _ ❑SB
❑WL ❑None
(li) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g.,
backhoe, or hydraulic dredge)'!
Land -based construction equipment such as front end loader,
small dozer, small crane, eta
d. (1) Will wetlands be crossed In transporting equipment to project
site? ❑Yes ®No ❑NA
(11) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
See Avoidance and Minimization Section of attached Project
Narrative
9/17/2020
Date N.C. Division of Marine Fisheries
NCDMF South River Facility Improvements Applicant Name
Cu �f
Project Name ApplirantSignature
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Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (I) Is the docking facility/marina:
[]Commercial ®PublidGovemment ❑Private/Community
c. (1) Dock(s)and/or pler(s)
(11) Number 1
(III) Length 65.6'
(iv) Width 5'
(v) Floating []Yes ®No
e. (1) Are Platforms Included? []Yes ®No
If yes:
(11) Number
(ill) Length _
(iv) Width _
(v) Floating []Yes []No
Note: Roofed areas are calculated from ddpline dimensions.
g. (1) Number of slips proposed
a
(ii) Number of slips existing
3
1. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water, dredging for basin and/or channel
®Open water, no dredging required
❑Other, please describe:
k. Typical boat length: 35_ -60'
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ip If yes number of tie pilings?
7(new)
❑This section not applicable
b. (1) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers Included? []Yes ®No
If yes:
(Ip Number
(lip Length
(iv) Width _
(v) Floating []Yes ❑No
f. (1) Are Boallifts Included? []Yes ®No
If yes:
(11) Number
(ill) Length _
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, Including, travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage (lwet slips") only, number of slips: 3 existing
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
J. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
NCDMF work boats and barges
I. (1) Will the facility be open to the general public?
[]Yes ®No
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Forth DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS OThis section not applicable
a. Check each of the following sanitary facilities that will be Included in the proposed project
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater,
None
c. Describe the disposal of solid waste, fish offal and trash.
All solid waste is transported offsite for proper disposal
d. How will.overboard discharge of sewage from boats be controlled?
No overboard discharge allowed. If needed, sewage pumped out at offsite pumpout facility
6. (1) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(iq Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?'
N/A
h. Give the number of channel markers and "No Wake" signs proposed. 0
1. Give the loeation.of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
None on site
J. What will be the marina policy on overnight and live-aboard.dockage?
N/A
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project Is an expansion of an existing marina, what types of services are currently provided?
NIA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastatmanagement.net revised: 12/27106

Form QDCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAW shell bottom
(SB), or other wedands.(WL)? If any boxes are checked, provide the number of square feet affected.
®CW unknown ❑SAV ❑SB
OWL, unknown ❑None
p. Is the proposed madna/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
N/A
3. BOATHOUSE (including covered lilts) ®This section not applicable
a. (I) Is the boathouse structure(s): ,
❑Commercial ❑PublidGovemment ❑Private/Community,
(li) Number
(Ili) Length
(iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use,MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(11) Length
(iii) Width
5: BREAKWATER (e.g., wood, sheetpfle, eta) ®This section not applicable
a. Length _ b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicab/e
a. Is the stmcture(s):
❑Commercial ❑PublidGovemment ❑Private/Community
c. Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge; if present.
e. Arc of the swing _
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808.2808 :: 1-88114RCOAST :: www.nccoastelmananement.net revised: 12/27/06

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
+/- 29-P to north, +/-190' to south +/- 380' to north, +/- 410' to south
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
+/- 4.250'
e. (1) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(li) If yes, explain what type and how they will be Implemented.
Replacing missing wire banding on one existing pile cluster
d. Water depth at wateneard end of structure at NLW or NWL
-5.
8. OTHER ®This section not applicable
a. Give complete description:
9/17/2020
Date
NCDMF South River Facility Improvements
Project Name
N.C. Division of Maribe,Fisherles
APIA cant Name /-
Applicant Signalure
252-808-2806 :: 11.888.4RCOAST :: vmw.necoastalmanayement.net revised: 12127106

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Moffatt and Nichol
Doug Huggett
[e-mail]
Dear Mr. Huggett,
NORTH CAROLINA
Environmental Quality
December 14, 2020 Pi`Ai
/�
This letter is in reference to the application submitted for the NC Division of Marine Fisheries.,
for a Coastal Area Management Act Major Permit to undertake development activities to
perform dock structural repairs at the South River facility, in Carteret County.
Although processing of the application is nearing completion, additional time is needed for this
office to complete the review and make a decision on your request. Therefore, it is necessary that
the standard review time be extended. An additional 75 days is provided by G.S. I I3A-122(c)
which would make February 28, 2021 the new deadline for reaching a decision on your request.
However, we expect to take action prior to that time and will do so as soon as possible. In the
interim, should you have any question on the status of your application, do not hesitate to contact
me by phone [phone] ext. 215) or e-mail ([e-mail]).
Sincerely,
Gregory W. Bodnar
Assistant Major Permits Coordinator
Cc: DCM Morehead City
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.8082808

Bodnar, Gregg
From:
Bodnar, Gregg
Sent:
Monday, December 14, 2020 9.43 AM
To:
'Huggett, Douglas'
Subject:
DMF South River Extension
Attachments:
DMF SR EXT.pdf
Morning Doug,
Please see above for the extension for South River. Currently I am waiting on comments for DWR. Once those are
available I should be able to make a final decision shortly thereafter.
Thanks,
Gregg
v
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
292808 2808 eM 215 (Office)
GtemBodnar0ncdemraov
Emaflcomespondence to and fmin this address Is subject to the
North Caroline PublkReeordsLawand owbedbdased to third parties.

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: NCDivision ojMarine Fisheries COUNTY: Carteret
PROJECT NAME:
LOCATION OF PROJECT: South River
DATE APPLICATION RECEIVED COMPLETE BY FIELD:10-1-20
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: Yes
FIELD REPRESENTATIVE: Connell
DISTRICT MANAGER REVIEW: Roy Brownlow
B) DATE RECEIVED BY MAJOR PERMITS UNIT:
APPLICATION ASSIGNED TO: Bodnar
PUBLIC NOTICE REC'D: 10-25-20
ADJ. RIP. PROP NOTICES RECD: 10/1/2020
C) 75 DAY DEADLINE: 12-15-20
EMAIL OUT DATE: 10-15-20
PERMIT FINAL ACTION: ISSUE DENY
DISTRICT OFFICE: MHC
FEE REC'D: $400 # Transfer
END OF NOTICE DATE: 11-30-20
DEED REC'D: N/A
150 DAY DEADLINE:
STATE DUE DATE: Click or tap to enter a date.
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
DCM — Field Rep
n l
�► O C
DCM — LUP Consistency Determination
Illt to
n5
Local Permit Officer
Corps of Engineers — Regulatory Branch
I?'
Z02 j „ fiA(40 14
DWR-401 Section
DWR— PublicWaterSupply
ZSIIb
y
DEMLR — Stormwater
DEMLR— Sed and Erosion
DOA — State Property Office
Wildlife Resources Commission
1 [ I040
DMF— Shellfish Section
DMF — Habitat & Enhancement
1A
DNCR—Archives & History
(l
'(I�
K
DNCR — Natural Heritage Program
NCDOT
NC Dept of Commerce
111
1p

NORTH CAROLINA
EW.Mrmonia: Q=1irr
October20, 2020
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregn_bodnar0NCDENR.gov
SUBJECT: CAMA /Dredge and Fill Application Review
Applicant: NCDAIF—South River
Project Location: 229 Tosto Road, Beaufort Carterel County
Proposed Project: Improvements to existing facility
ROY COOPER
Gx.=
MICHAEL S. REGAN
sa my
BRAXTON DAVIS
Mrv=r. Dhtkn rfC=1
Please indicate below your agencys position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by November 17, 2020 [f you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808_
when appropriate, in-depth comments with supporting data is requested -
REPLY: This agency has no objection to the project as proposed -
"Additional comments may be attached"
X 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.
PRINT NAME Lee Padrick
AGENCY
'SIGNATURE
DATE
NC Commerce RECEIVE®
F4� OCT 2 3 2020
8-7-20
MP SECTION MHD
Sto of Noah Ca olm 1 Emsaot WQualityI ComsW Mrzgm
127CardmdDme Est,Wgn#EU=NC28A05 9197917215

NORTII CAROLINA
Envrromnenla! Ouahn
October 20, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead ,City, NC 28557
Fax: [phone] (Courier 11-12-09)
grego. bodnarna.NCDENR.gov
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: NCDMF— South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Dim,clor, Division ofCoasml
Management
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by November 17, 2020: If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
K 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.
PRINT_NAIIAE bpr4
AGENCY 7a" L.Q
SIGNATURE .4, 14A
DATE
RECEIVED
OCT 2 2 2020
MP SECTION MHD
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext, Wilmington, NC 28405 919 796 7215

NORTH CAROLINA
Emironmental Quality
October 20, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
aregg.bodnar(d)NCDENR.gov
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: NCDMF— South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division ofCoastol
Management
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grego Bodnar at the address above by NOvCR bkb 17, 20203 If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
"Additional comments may be attached"
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.
RINTNAMg Mark Brown
GENCY
SIGNATUR V
AT
Public Water Supply
10-21-20
State of Noah Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext,, Wilmington, NC 28405 919 796 7215
OCT 2 3 2020

ROY COOPER
N.' r.-V_
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
DATE: October 23, 2020
TO: Gregg Bodnar
THRU: Roy Brownlow
FROM: Brad Connell
MICHAEL S. REGAN
BRAXTON C. DAVIS
SUBJECT: Comments and Recommendations - CAMA Major Permit —NCDMF South River, Carteret County
The following is my assessment and consequent recommendations of the above referenced proposal: This
proposal incorporates 325 square feet of Public Trust waters, fills 694 square feet of shallow bottom area, and
fills 2,890 square feet of high ground. These waters of the South River are closed to shellfish harvest. This
waterbody is not a Primary Nursery Area. This area is subject to the Neuse River Basin Riparian Buffer Rules.
The proposal is not within a Federal Channel. Assuming other state and federal agencies concur, the
Morehead City District staff recommends that the project be authorized as it is proposed.
CC: Roy Brownlow, DCM
Nothhig Compares
Slate of North Carolina 1 Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

NORTH CAROLINA
Environmental Quality
October 20, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
g reoo. bodnar(a2NCD EN R.00v
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: NCDMF— South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by YoVembe� 17� 2020.1 If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"'
X 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.
RINT NAMEJames Harrison
GENCY NCDMF
SIGNATUR 91'�B�
ME
29 October 2020
OCT 2 9 2020
MP SECTION MHD
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

Bodnar, Gre
From: Huggett, Douglas <[e-mail]>
Sent: Sunday, November 1, 2020 10:05 AM
To: Bodnar, Gregg
Subject: [External] FW: Pre -Filing Meeting is not needed for NCDMF South River Facility (Carteret
County) Structural Repairs - 20201355 Ver 1
FYI
Environmental Permit Specialist/Project Manager
Moffatt & Nichol
310-B Greenfield Drive
Newport, NC 28570
Main 919.781.4626 ext.12149
Direct 919.645.0649
Cell 919.534.6834
Creative People, Practical Solutions.
From: [e-mail] <[e-mail]>
Sent: Sunday, November 01, 202012:01 AM
To: Huggett, Douglas <[e-mail]>
Cc: [e-mail]
Subject: Pre -Filing Meeting is not needed for NCDMF South River Facility (Carteret County) Structural Repairs -
20201355 Ver 1
CAUTION: This email originated from outside of the organization.
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for NCDMF South
River Facility (Carteret County) Structural Repairs that you submitted on 10/1/2020 8:46 AM. The ID number for that
project is 20201355, Version 1.
It has been decided that no meeting is needed for this project.
Project file link: https://edocs.deg.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=l315312

r
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.

Received: 10/29/2020
Historic Preservation Office
NORTH CAROLINA
Erma onmewal Ouahly
October 20, 2020
Due: 11 /6/2020
ER 20-2300
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
arega.bodnar(a)NCDENR.gov
SUBJECT: CAMA /Dredge and Fill Application Review
Applicant: NCDMF— South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
ROY COOPER
Governor
MICHAEL S. REGAN
secrelory
BRAXTON DAVIS
Direcror, Dm ion ojCoaxtal
Management
NC - SBA
11/3/2020
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by November 14 20201 If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
X 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.
PRINT NAME Renee Gledhill -Earley
AGENCY
SIGNATURE
DATE
Historic Preservation Office
1
11 /4/2020
NOV 4 2020
MP SECTION MHD
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive ExL, Wilmington, NO 28405 919 796 7215

�a
gta..Al"
NORTH CAROLINA
Environmental Oaaklp
October 20, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax:[phone] (Courier11-12-09)
gregq.bodnar aC ..NCDENR.gov
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: NCDMF— South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Direclor, Division ofCoasml
Management
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greco Bodnar at the address above by November 17, 2020. If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
"Additional comments may be attached"
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.
PRINT N/1ME Rachel Love-Adrick
AGENCY Division of Coastal Management
SIGDIATURE
DATE 11/3/2020
State orNotth Carolina I Environmental Quality I Coastal Management
127Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215
Y"aRECEIVED
NOV 2 2020
MP SECTION MHD

r
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Gregg Bodnar, Assistant Major Permits Coordinator RECEIVED
Division of Coastal Management
FROM: Rachel Love-Adrick, District Planner �Y.YII NOV 2 2020
Division of Coastal Management L V�
SUBJECT: Major Permit request by NCDMF at South River MP SECTION MHD
DATE: November 3, 2020
Consistency Determination: The request is consistent with/not in conflict with the Carteret County Land
Use Plan certified by the CRC on December 20, 2010.
Overview: The proposed project is located adjacent to the South River at 229 Tosto Road near Beaufort,
Carteret County. Current on -site development includes a boat ramp, bulkheads, piers, dolphin clusters,
and upland gravel driveway and parking area (CAMA. Major Permit 55-08). This site is used for
government use at an existing loading facility that supports habitat enhancement projects. The adjacent
riparian properties are currently undeveloped.
The elevation of the adjacent high ground of the parcel is approximately 5' above the normal water level
(NWL). Immediate offshore water depths adjacent to the parcel range from -3' to -9' normal water level
(NWL). The subaqueous substrate is firm with shell. Vegetation on the adjacent parcel mainly consists of
pine trees and black needlerush. The parcel has 490' of continuous shoreline along the South River, and
is approximately 4,130' across at this location.
Areas of Environmental Concern (AECs) include Estuarine Waters (EW), Coastal Shorelines (CS) and Public
Turst Areas (PTA). South River is classified as SA; HQW; Nutrient Sensitive Waters, is not classified as PNA,
and is closed to shellfish harvest. There are no Coastal Wetlands, coastal resources, of SAV within the
project area. This proposal is not located near a Federal Channel and is subject to the Neuse River Riparian
Buffer Rules.
The applicant is proposing to replace the existing bulkhead along the center portion of the shoreline on
the parcel; the bulkhead would be 97' long and 2' waterward of the existing bulkhead alignment. This
D Q�
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead Cft% North Carolina 28557
252.808.2808,

proposed bulkhead would be made of concrete. The alignment would be encased temporarily while the
poured concrete cures. The bulkhead tie -back rods would protrude 12' into the high ground.
The existing northern most pier along this tract's shoreline would be replaced and expanded. The
proposed pier would be 5' wide and 65' long. The proposed concrete hog slat pier would not extend
beyond the existing dolphin pile cluster at the facility.
The existing concrete boat ramp would be replaced and expanded as a part of this project. The proposed
boat ramp would be 25' wide and 60' long. It would not extend any further waterward than the existing
boat ramp. The proposed concrete boat ramp would be fabricated on the high ground and then pushed
into placed with heavy equipment upon curing.
A retaining wing wall extension is also being proposed as a part of this project. It would be 20' long in the
nearby vicinity of the southeastern property boundary. This wall extension would tie back into the high
ground elevation.
Anticipated impacts: This proposal would be within the existing footprint of the facility. The proposed pier
would shade 325 square feet of Public Trust Area. The proposed boat ramp and bulkhead would fill 694
square feet of Estuarine Waters. The proposed wing wall extension, bulkhead tie back system, and boat
ramp approach would fill 2,890 square feet of high ground. Traditional marine construction methodology
will be utilized during the construction of this project. Turbidity impacts are not anticipated during the
construction activities in the South River.
Basis for Determination:
The project site is located in Carteret County and is subject to the 2005 Carteret County Land Use Plan
Update. The Future Land Use Map (FLUM) designates the site as Rural (land) and Conservation due to the
sites location in Estuarine Shoreline, Public Trust Area, and Estuarine Waters, and Coastal Shoreline AECs
(Areas of Environmental Concern).
The "Rural" land use category is defined as:
"Areas included within the rural classification include lands that are appropriate for or presently used for
agriculture, forestry, mineral extraction, and other uses that should be located in a relatively isolated
and undeveloped area. The predominant land uses are agricultural and residential. However, public
facilities, health care facilities, and scattered industrial and commercial uses are allowed. Areas classified
as rural are usually served by individual wells and septic systems. No central water service is anticipated
during the planning period".
Residential densities average two dwelling units per acre, with a minimum lotsize of 20,000 square feet
(2.2 units per acre). Extensive portions of the Down East area are classified as rural, as are areas in
northwest Carteret County.
Within areas depicted as Conservation on the Future Land Use Map, there may be high -ground areas that
are suitable for development. These high -ground areas shall be considered as Rural and development shall
be consistent with densities and requirements contained in the Rural classification description, policies
contained in the Land Use Plan, and applicable local, state, and federal regulations. Land uses allowed in
Areas of Environmental Concern are those consistent with the State's minimum use standards and state
and federal regulations. RECEIV
ED
DW NOV 2 2020
North Carolina Department of Errimunmental Quality I Division of CoastalManagement
Morehead CltyOfflce 1400 Commerce Avenue I Morehead city, North Carolina 28557MP �" CT!®AI G1 pI �l1®
252.808.2808 v Y G9i�ii M 9

The following LUP policies may be applicable to this request:
Policy 2.4
Carteret County's policies for development in estuarine and public trust waters are as follow:
1. Carteret County will only allow development activities in estuarine and public trust waters
that are associated with water -dependent uses, consistent with state and federal standards, and
meet all local policies contained in this plan.
RECEIVED
\ NOV P 2020
MP SECTION MHD
North Cardin Department of Environmental Quality I Dh4slon of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City. North Carolina 28557
252.8082808

Bodnar, Gre
From:
Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Sent:
Tuesday, November 3, 2020 2:59 PM
To:
[e-mail], [e-mail], [e-mail];
[e-mail], Owens, Jennifer L CIV USARMY CESAW (USA); HORTON, J
TODD CIV USARMY CESAW (US); Arnette, Justin R CIV USARMY CESAW (USA); DCR -
Environmental_Review; Bowers, Todd; ethan coble; [e-mail]; fritz.rohde;
matt creelman; Twyla Cheatwood; Ellis, John; MacPherson, Tara; Howell, Jonathan;
Wojoski, Paul A; Bodnar, Gregg; Snider, Holley; Tranter, Kent W CIV USARMY CESAW
(USA); Connell, Brad
Cc:
Charles, Thomas P CIV USARMY CESAW (USA)
Subject:
[External] [WARNING: UNSCANNABLE EXTRACTION FAILED]CAMA MAJOR-PGP
291/SAW-2020-01855/NC DMF South River/Carteret
Attachments:
SAW-2020-01855_NC DMF SOUTH RIVER_Carteret.pdf, NC DMF South River -
Application.pdf; NC DMF South River - Field Report & DWR Form.pdf; NCDMF South
River construction drawings.pdf; NCDMF South River construction additional
drawing.pdf; GoogleEarth_Placemark.kmz
All,
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and BioReport
for the subject project. The attached notice requests federal agency comments on this project by December 3, 2020.
The site is located within waters of South River, at 229 Tosto Road, north of Beaufort, Carteret County, North Carolina.
Coordinates are 34.955987 N,-76.583487 W.
The North Carolina Division of Marine Fisheries (DMF) proposes to construct a new retaining wall, expand the existing
boat ramp, replace the existing bulkhead, and replace and expand the existing pier. The applicant proposes to replace
the existing bulkhead along the center portion of the shoreline on the parcel. The proposed concrete bulkhead would be
97' long and 2' waterward of the existing bulkhead alignment. The alignment would be encased temporarily while the
poured concrete cures. Bulkhead tie -back rods would protrude 12' into the high ground. The existing northern most pier
along this tract's shoreline would be replaced and expanded. The proposed pier would be 5' wide and 65' long. The
proposed concrete hog slat pier would not extend beyond the existing dolphin pile cluster at the facility. The existing
concrete boat ramp would be replaced and expanded as a part of this project. The proposed boat ramp would be 25'
wide and 60' long. It would not extend any further waterward than the existing boat ramp. The proposed boat ramp
would be fabricated on the high ground and then pushed into placed with heavy equipment upon curing. A retaining
wing wall extension is also being proposed as a part of this project. It would be 201ong in the nearby vicinity of the
southeastern property boundary. This wall extension would tie back into the high ground elevation. Approximately 694
ft2 of open waters would be filled as a result of the project.
Dredging is not proposed as a part of this project.
The project site is not located near a Corps federal channel.

Please see the attached field investigation report, application, kmz file and plans for detailed information concerning the
proposed project.
EFH:
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may affect, but not
likely adversely affect EFH or associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management
Councils or the National Marine Fisheries Service. The waters within the project area are not designated as PNA by the
Division of Marine Fisheries, are classified as SA; HQW; Nutrient Sensitive Waters by the Division of Water Resources,
and are closed to shell fishing. Average water depths within the project area range from -3' NLW to -9' NLW. The
application also states that submerged aquatic vegetation (SAV) was not observed in the project area. Substrate is firm,
with shell.
ESA:
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the latest
North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the project
may affect, but is not likely to adversely affect the West Indian Manatee. The use of Manatee Guidelines may be
required as a permit condition. The project would have No Effect on any other federally listed species.
NHPA 106:
Pursuant to Section 106 of the National Historic Preservation Act (NHPA) of 1966, Appendix C of 33 CFR Part 325, and
the 2005 Revised Interim Guidance for Implementing Appendix C, the District Engineer consulted district files and
records and the latest published version of the National Register of Historic Places and initially determines that no
historic properties, nor properties eligible for inclusion in the National Register, are present within the Corps' permit
area: therefore, there will be no historic properties affected.
Please contact me if you have any questions and provide comments as soon as you can, or by December 3, 2020.
Thank you,
Liz Hair
Regulatory Project Manager
Wilmington District
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
[e-mail]
Work Cell: 910-512-4456

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
88 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403.1343
November 9, 2020
Regulatory Division
Action ID No. SAW-2020-01855
North Carolina Division of Marine Fisheries
Attn: Mr. Andy Gupton
3441 Arendell Street
Morehead City, North Carolina 28557
ANDY.GIPTON( NCDENR.GOV
Dear Mr. Gupton,
A review of your application received by this office on October 21, 2020, for Department
of the Army (DA) authorization to construct a new retaining wall, expand an existing boat ramp,
pier, and bulkhead replacement at an existing boat landing located at 229 Tosto Road, in waters
adjacent to South River, near Beaufort, in Carteret County, North Carolina indicates it to be a
candidate for Federal authorization pursuant to the CAMA-Corps Programmatic Permit process
for construction activities that receive authorization from the State of North Carolina.
Accordingly, the administrative processing of your application will be accomplished by the
North Carolina Division of Coastal Management. Comments from Federal review agencies will
be furnished to the State.
If your application must be withdrawn from this permit process for any reason, you will be
informed regarding its further management. If there are no unresolved differences in State -
Federal positions or policies, the final action taken on your application by the State will result in
your receiving written notice from us that your application is consistent with the Federal permit
and you may commence your activity. Only after receiving such confirmation should you
begin work.
Your application, pursuant to Section 404 of the Clean Water Act, has been assigned
Action ID No. SAW-2020-01855.
RECEIVED
NOV 1 0 2020
IMIP SECTION MHD

-2-
We will be coordinating your permit application with other Federal agencies. Please feel
free to contact me at [e-mail].
Electronic copies furnished:
Moffatt and Nichol
Attn: Mr. Doug Huggitt
310 B Greenfield Drive
Newport, NC 28570
[e-mail]
Mr. Gregg Bodnar
NCDEQ-DCM
[e-mail]
Sincerely,
itally signed by
HAIR.SARAH. / HAIPSARAH.EAJ 054693512
A.1054693512-05'00' 020.11.09 1357:34
Liz Hair, Project Manager
Wilmington Regulatory Field Office
NOV 1 0 2020
iwP SECTION 1WH®

a
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
NORTH CAROLINA Director, Division o,/Coasial
Environmental Oiu?Hlp Management
October 20, 2020
MEMORANDUM:
FROM: - Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregg. bodnar(a)NCDENR.gov
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: NCDMF— South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by November 17, 2020. If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
X "Additional comments may be attached" 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.
PRINT NAME Shannon Myers
gGENCY NCDMF- Shellfish Sanitation and Recreational Water Quality
SIGNATURE for Shannon Jenkins RECEIVED
DATE November 4, 2020
NOV 5 2020
State of North Carolina I Environmental Quality I Coastal Management MP SECTION MHD
127 Cardinal Drive Ezt., Wilmington, NO 28405 9197967215

ROY COOPER
..wo
MICHAEL S. REGAN
BRAXTON DAVIS
October 20, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
Ar_eQQ.bodnaf 3NCDENR.cov
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: NCDMF— South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by NO_vember 17, 2020.1 If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
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.
PRINT -NAME (A)G-nda 0111I0rd
AGENCY &atC - 1�2 Q rO P �I*f i G✓
SIGNATURE tAu�n
DATE A0,2b
RECEWE®
NOV 1 7 2020
MP SECTION MHD
SulcefNonh C=1i. Euiwn .td Qudiryl Coazla1.%4magcwm
127 Cardinal Dmc Fat„ WilningwN NC 28405 9197967215

October 20, 2020
MEMORANDUM.•
FROM:
G, �0'.10.21 10i
Gregg 'Bodlar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
ROY COOPER
Gma'iio
MICHAEL S. REGAN
seaelaT
BRAXTON DAVIS
mmaor. DMsim ofco al
Llunagmnrni
SUBJECT: CAMA/Dretlgsend Fill Application Review
Applicant: NCDMF— South River
Project'Location: 229 Tosto Road, Beaufort Carteret County'
Piopo`sed P�ojei t: Impiovemerits to existing facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by NOve►pber 17; 2PPIf you
have any.questions regarding the proposed,project, contact Brad Connell 252-808-2808.
when: appropriate, in-depth comments vaith supporting data is requested.
REPLY: This agency)I has no objection to the project as proposed,
"Additional comments maybe attached"
I
Ithis 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.
A ENGY TilnJiZC+ RECEI'VED
Stog-4Tl o A�In��
" t ! NOV 1 3 2020
patE i► 13-�020� MP SECTION MHD
G
Sl orNoNi CmNm I Emivo=emdQ=fitylCmsWMme=ern
127 Ce'dmalDtive bra, Witmiegm NC 2UW 9197967215

DEPARTMENT OF THE ARMY
WILMINGTODISTRICT, CORPS ENGINEERS
89 DARLINGTON AVENUE
E
0 WILMINGTON, NORTH CAROLINA 28403-1343
December 7, 2020
Regulatory Division
Action ID No. SAW-2020-01855
RECEIVED
DEC 1 0 2020
Mr. Jonathan Howell
Division of Coastal Management
North Carolina Department of Environmental Quality MP SECTION MHD
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Howell:
Reference the application of the North Carolina Division of Marine Fisheries (NC DMF) to
construct a new retaining wall, expand an existing boat ramp, pier, and bulkhead replacement at
an existing boat landing located in waters of the South River, at 229 Tosto Road, near Beaufort,
in Carteret County, North Carolina.
Specifically, the applicant proposes to replace the existing bulkhead along the center
portion of the shoreline on the parcel. The proposed concrete bulkhead would be 97' long and 2'
waterward of the existing bulkhead alignment. The alignment would be encased temporarily
while the poured concrete cures. Bulkhead tie -back rods would protrude 12' into the high ground.
The existing northern most pier along this tract's shoreline would be replaced and expanded. The
proposed pier would be 5' wide and 65' long. The proposed concrete hog slat pier would not
extend beyond the existing dolphin pile cluster at the facility. The existing concrete boat ramp
would be replaced and expanded as a part of this project. The proposed boat ramp would be 25'
wide and 60' long. It would not extend any further waterward than the existing boat ramp. The
proposed boat ramp would be fabricated on the high ground and then pushed into placed with
heavy equipment upon curing. A retaining wing wall extension is also being proposed as a part
of this project. It would be 20'long in the nearby vicinity of the southeastern property boundary.
This wall extension would tie back into the high ground elevation. Approximately 694 ft2 of
open waters would be filled as a result of the project.
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 modification to the State authorization:
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus,
the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and

-2-
strictly adhere to all requirements therein. The guidelines can be found at
2. 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 (910)-772-219I ,_
3. All work authorized by this permit must be performed in strict compliance with the
submitted plans, which are a part of this permit. Any modification to these plans must be
approved by the US Army Corps of Engineers (USAGE) prior to implementation.
4. Except as specifed 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.
5. 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.
6. 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 Resources at (919) 733-
5083, Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and
Hazardous Substances Control Act will be followed.
7. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
8. 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.
9.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, includin o s, shall be
available at the project site during construction and maintee
DEC 1 0 2020
���'6 6�N MH�
MP

-3-
10. 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 I I3A Article 4).
11. 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.
12. 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.
13. Violations of these conditions or violations of Section 404 of the Clean Water Actor
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.
Questions or comments may be addressed to Ms. Liz Hair Wilmington Field Office,
Regulatory Division, telephone [phone] or email at [e-mail].
Sincerely,
Digitally signed by
HAIR.SARAH.E HAIRSARAH.EA.1054693
512
A.1054693512 Date: 2020.12.07
15:28:52 -05'09
Liz Hair, Project Manager
Wilmington Regulatory Field Office
Electronic Copy Furnished:
USEPA; Mr. Todd Allen Bowers
NCDEQ/DCM; Mr. Gregg Bodnar/Ms. Tara MacPherson
NCDEQ/DWR; Ms. Holley Snider .
USFWS; Mr. Pete Benjamin/Mr. John Ellis
NMFS; Mr. Pace Wilber/Ms. Twyla Cheatwood RECEIVED
DEC 1 0 2020
MP SECTION MHD

.DocuSig'h Envelope ID: BC84398C58A4-4582-AIA3-EOC9431AAE23
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
North Carolina Division Marine Fisheries
ATTN: Andy Gupton
3441 Arendell Street
Morehead City, North Carolina 28557
NORTH CAROLINA
Environmental Quality
January 7, 2021
RECEIVED
JAN 1 3 2021
MP SECTION MHD
DWR # 2020-1355
Carteret County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Approval of Neuse River Riparian Buffer Impacts with Additional Conditions
South River Facility Structural Repairs - repairs to water dependent structures
Dear Mr. Gupton:
You have our approval for the impacts listed below for the purpose described in your application received by
the Division of Water Resources (Division) on December 14, 2020, with additional information received on
December 21, 2020. These impacts are covered by the attached Water Quality General Certification Numbers
4175 and the conditions listed below. This certification is associated with the use of Regional General Permits
291, once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other
federal, state or local permits before proceeding with your project, including those required by (but not limited
to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
The Division has determined that the proposed project will comply with water quality requirements provided
that you adhere to the conditions listed in the enclosed certification and to the additional conditions itemized
below.
The following impacts are hereby approved, provided that all the other specific and general conditions of the
Certification are met. No other impacts are approved, including incidental impacts. [15A NCAC
02B .0506(b)(c)]]
Type of Impact
Amount Approved
Amount Approved
Plan location/
(units)
(units)
Reference
Permanent
Temporary
Attached
Open Water
repair boat ramp &
694 (square feet)
Sheet 19 of 21
bulkhead
325 (square feet)
Sheet 10 of 21
replace pier
Buffers
Zone 1(replace boat
ramp/loading ramp)
250 (square feet)
Sheet 19 of 21
Zone 1(repair bulkhead
tie backs construct wing
2640 (square feet)
Sheet 10 of 21
wall)
D_E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
d...++�:'w..nna+w� /'� 252.946.6481

DocuSign Envelope ID: BC8439BC-58A4-4582-A1A3-EOC9431AAE23 NCDMF South River Facilities _
DWR#20201355
Page 2 of 3
This approval is for the purpose and design described in your application. The plans and specifications for
this project are incorporated by reference as part of this Authorization and General Certification, If you
change your project, you must notify the Division and you may be required to submit a new application
package. If the property is sold, the new owner must be given a copy of this Authorization and General
Certification and is responsible for complying with all conditions. [15A NCAC 02B .0611(b)(2) - Neuse].
If you are unable to comply with any of the conditions below, you must notify the Wilmington Regional Office
within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes
aware of the circumstances.
The permittee shall report to the Wilmington Regional Office any noncompliance with the conditions of this
Authorization and General Certification and/or any violation of state regulated riparian buffer rules [15A
NCAC 02B .0714 - Neuse]. Information shall be provided orally within 24 hours (or the next business day if a
weekend or holiday) from the time the applicant became aware of the circumstances.
Additional Conditions:
1. The proposed project must comply with all the conditions of the General Water Quality Certification(s)
4175. [15A NCAC 02B .0507(c)]
2. This approval is for the purpose and design described in your application. The plans and specifications
for this project are incorporated by reference as part of the Authorization. If you change your project,
you must notify the Division and you may be required to submit a new application package with the
appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and
Authorization and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
3. During construction of the proposed project, fueling, lubrication and general equipment maintenance
should not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuel and
oils. [15A NCAC 02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200 (3)(0]
4. When concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between the uncured concrete and waters of the state. Water that inadvertently contact
uncured concrete shall not be discharged to waters of the state. [15A NCAC 02B .0200]
S. The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 02B .0200. Appropriate sediment and erosion control practices must be used
to meet this standard. These practices may include but are not limited to the utilization of turbidity
curtains, cofferdams and/or similar measures for in water excavation and construction. [15A NCAC
02B .0211 (21)]
6. Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, or any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401 & Buffer Permitting Unit, NC Division of Water Resources, 1617 Mail Service
Center, Raleigh NC 27699-1617.
This approval and their conditions are final and binding unless contested. [G.S.143-215.5]
This Certification can be contested as provided in Chapter 150E of the North Carolina General Statutes by filing
a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings
(OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the
North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information
RECEIVED
JAN 1 3 2021
MP SECTION MHD

DocuSign Envelope ID: BC8439BC-58A4-4582-A1A3-EOC9431AAE23 NCDMF South River Facilities
DWR#20201355
Page 3 of 3
regarding requirements for filing a Petition and Petition forms may be accessed at httn://www.ncoah.com/ or
by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Holley Snider at 910-796-7304 orholley.sniderPricdenng_ov if you have any
questions or concerns.
Sincerely,
000usienea by.
ueAUA rocax...
Morel a Sanc ez-King
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, Wilmington Regional Office
Enclosures: GC 417S
cc: Doug Huggett, Moffatt and Nichol (via email)
Sarah Hair, Regulatory Specialist, USACE (via email)
Maria Dunn, NCWRC (via email)
DWR 401 & Buffer Permitting Unit file
LF
iIEC E ICE®
JAN 1 3 2021
MP SECTION MHD

iL
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403.1343
February 9, 2021
Regulatory Division
Action ID No. SAW-2020-01855 and State Permit No. 6-21
North Carolina Division of Marine Fisheries
Mr. Andy Gupton
3441 Arendell Street
Morehead City, North Carolina 28557
[e-mail]
Dear Mr. Gupton:
Reference your application of the North Carolina Division of Marine Fisheries (NC DMF)
to construct a new retaining wall, expand an existing boat ramp, pier, and bulkhead replacement
at an existing boat landing located in waters of the South River, at 229 Tosto Road, near
Beaufort, in Carteret County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process (copy attached) for construction
activities that receive authorization from the State of North Carolina. Therefore, you may
commence construction activity in strict accordance with applicable State authorization, enclosed
Federal special conditions, the approved plan, and the following special condition:
1. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the
applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and
strictly adhere to all requirements therein. The guidelines can be found at
https://www.fws.gov/raleigh/pdfs/ManateeGuidelines20l7.pd
Failure to comply with the State authorization or conditions of the Federal 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. Your Department of the Army permit will expire on December 31, 2021.
F E B 1 0 2021
I MP SECTION MHD

-2-
Questions or comments may be addressed to Ms. Liz Hair, Wilmington Field Office,
Regulatory Branch, telephone [phone] or email [e-mail].
Sincerely,
Liz Hair, Project Manager
Wilmington Regulatory Field Office
Enclosures:
Plans
CAMA permit
GP 291 conditions
Manatee Guidelines
Electronic Copy Furnished (with enclosures):
Moffatt & Nichol; Mr. Doug Huggett- [e-mail]
Electronic Copy Furnished (without enclosures):
USEPA; Mr. Todd Allen Bowers
NCDEQ/DCM; Mr. Gregg Bodnar/Ms. Amanda Cannon/Mr. Roy Brownlow
NCDEQ/DWR; Ms. Holley Snider
USFWS; Mr. Pete Benjamin/Mr. John Ellis
NMFS; Mr. Pace Wilber/Ms. Twyla Cheatwood
F E B 1 0 2021
MP SECTION Ei HD

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NC Division of Marine Fisheries
LOCATION OF PROJECT SITE: The project is located adjacent to the South River at
229 Tosto Road near Beaufort, Carteret County.
Latitude:34°57'20.01"N Longitude: 76°34'58.57"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date(s) of Site Visit — 9/21/20
Was Applicant or Agent Present No
Photos Taken — No
PROCESSING PROCEDURE: Application Received — cc: 10/1/20
Office — MHC
SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County
Land Classification from LUP —Rural with services
(B)
AEC(s) Involved: CS, PTA, EW
(C)
Water Dependent: Yes
(D)
Intended Use: Government
(E)
Wastewater Treatment: Existing — none
Planned -none
(F)
Type of Development: Existing — boat ramp, piers, bulkhead, dolphin pilings,
gravel parking and driveway
Planned - new retaining wall, expansion ofiexisting boat
ramp, pier, and bulkhead replacement
(G)
Estimated Annual Rate of Ekosion: N/A
Source — N/A
HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) Open Water 694 ft2 325 ft2 incorp
(B) High Ground 2,890 ftZ
(E)
Total Area Disturbed: 3,909,fft
(F)
Primary Nursery Area: No
(G)
Water Classification: SA; HQW; NSW Open: No
(H)
Cultural Resources: None
Project Summary: The applicant wishes to make improvements at within the
footprint of an existing facility adjacent to South River for government use in
Carteret County.

Field Investigation Report:
NCDMF
Pace 2
Narrative Description:
The property is located adjacent to the South River at 229 Tosto Road near Beaufort, Carteret County.
This property is currently developed with a boat ramp, bulkheads, piers, dolphin clusters, and upland
gravel driveway and parking area (ref. CAMA Major Permit 55-08). This property is located within
the Neuse River basin. The adjacent riparian properties are currently undeveloped.
The elevation of the adjacent high ground of the parcel is approximately 5' above the normal water
level (NWL). Vegetation on the adjacent parcel mainly consists of pine trees and black needlerush.
There are no Coastal Wetlands within the project area. The parcel has 490' of continuous shoreline
along the South River. Immediate offshore water depths adjacent to the parcel range from —3' to —9'
normal water level (NWL). The subaqueous substrate is firm with shell.
This proposal is not located near a Federal Channel. There is not a cultural resource in the project
area. This waterbody is approximately 4,130' across at this location. These estuarine waters are not
classified as a Primary Nursery Area. Submerged aquatic vegetation was not observed at this
location. This area is closed to shellfish harvest and is classified as SA; HQW; Nutrient Sensitive
Waters. This parcel is subject to the Neuse River Riparian Buffer Rules.
Proposed Development:
The applicant proposes to make improvements to an existing boat landing adjacent to the South River,
north of Beaufort. The proposed development would take place adjacent to 229 Tosto Road, Carteret
County. This proposal is for government use at an existing loading facility that supports habitat
enhancement projects.
The applicant is proposing to replace the existing bulkhead along the center portion of the shoreline
on the parcel. This bulkhead would be 97' long and 2' waterward of the existing bulkhead alignment.
This proposed bulkhead would be made of concrete. The alignment would be encased temporarily
while the poured concrete cures. The bulkhead tie -back rods would protrude 12' into the high ground.
The existing northern most pier along this tract's shoreline would be replaced and expanded. The
proposed pier would be 5' wide and 65' long. The proposed concrete hog slat pier would not extend
beyond the existing dolphin pile cluster at the facility.
The existing concrete boat ramp would be replaced and expanded as a part of this project. The
proposed boat ramp would be 25' wide and 60' long. It would not extend any further waterward than
the existing boat ramp. The proposed concrete boat ramp would be fabricated on the high ground and
then pushed into placed with heavy equipment upon curing.
A retaining wing wall extension is also being proposed as a part of this project. It would be 20'long in
the nearby vicinity of the southeastern property boundary. This wall extension would tie back into the
high ground elevation.
Brad Connell October 20, 2020 Morehead City

Field Investigation Report:
NCDMF
Paee 3
Anticipated Impacts:
This proposal is not in the vicinity of a Federal Channel setback. This proposal would be within the
existing footprint of the facility. The proposed pier would shade 325 square feet of of Public Trust
Area. The proposed boat ramp and bulkhead would fill 694 square feet of Estuarine Waters. The
proposed wing wall extension, bulkhead tie back system, and boat ramp approach would fill 2,890
square feet of high ground. Traditional marine construction methodology will be utilized during the
construction of this project. Turbidity impacts are not anticipated during the construction activities
in the South River.
There is not a cultural resource in the vicinity of the project area. This project area is subject to
the Neuse River Riparian Buffer Rules. These waters of the Neuse River are not classified as a
Primary Nursery Area and the presence of submerged aquatic vegetation was not observed. This
area is closed to shellfish harvest and is classified as SA; HQW; Nutrient Sensitive Waters.
Brad Connell October 20, 2020 Morehead City

Dock Structural Repairs (South River)
North Carolina Department of Environmental Quality (NCDEQ)
Division of Marine Fisheries (DMF)
South River, North Carolina
The following is a description of the elements for the proposed Dock Structural Repairs (South
River) for the North Carolina Department of Environmental Quality (NCDEQ) Division of
Marine Fisheries (NCDMF) site. The elements proposed by the DMF are herein collectively
referred to as the "Project" or "Proposed Project", which is subject to this application. The
NCDMF proposes the removal and replacement of the northern timber pier, the extension of the
pier, the removal of the pier wave screen, the removal and replacement of the failed timber
fender piles, the removal of the failed 6-pile cluster remnants, and the repair of the 6-pile cluster
wire wrap. Other work will include a 3' tall x 20' long concrete retaining wall bulkhead
extension for slope stabilization, encapsulating the northern bulkhead steel sheet piles with
concrete, removal of the articulated mat boat ramp and replacing it with solid precast concrete
panels and widening of the boat ramp.
Project Location
The South River facility is located on Tosto Road in South River, NC approximately 'h mile east
of South River Road on the western bank of the South River near its confluence with the Neuse
River (Figure 1). The property lies along the western shore of the South River with a waterfront
frontage of approximately 490 feet.

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Figure 1: Project Location

Purpose and Need
There are a variety of reasons necessitating the repairs at the South River Site. The bulk of the
damage to the northern timber pier was caused by Hurricane Florence in September 2018. The
work on the boat ramp is viewed as a safety and efficiency improvement. The bulkhead repairs
are a result of typical corrosion of the existing steel sheet piles.
Existing Conditions
The NCDMF is responsible for the stewardship of the state's marine and estuarine resources.
DMF owns two properties in South River. The facility on the water, which is the subject of this
permit application, is a staging site for their artificial reef program. The South River NCDMF
facility consists of two areas of steel sheet pile bulkhead with concrete cap, two timber piers, a
boat ramp, and offshore timber pile clusters. Original construction of the bulkhead and northern
timber pier was completed in 1998. The boat ramp and southernmost timber pier were
constructed in 2009.
The northern pier was part of the original facility construction in 1998 and was recently
significantly damaged during Hurricane Florence in 2018. The timber decking and stringers are
completely missing, and the timber handrail is significantly damaged. The southern face of the
pier is lined with a solid vinyl sheet pile wave screen. Portions of the wave screen and supporting
timber whalers have also been significantly damaged. Two timber fender piles on the southern
face of the pier have also failed.
The northern bulkhead is approximately 100 linear feet in total. It was originally constructed in
1998 and composed of PZ 22 steel sheet piles. There is also a 2'-3" X 2'-9" concrete cap atop the
sheet piles, which is anchored back by threaded rods to concrete deadman anchors below grade.
The steel sheet piles are exhibiting signs of coating system failure and corrosion is beginning in
the tidal splash zone.
Three (3) 6-pile clusters were installed during the original construction in 1998 on the southern
end of the facility. Three (3) additional 6-pile clusters were later installed in 2009. A 3-pile
cluster aligned with the northern timber pier was also part of the original 1998 construction. The
southeastern -most 6-pile cluster is missing.
The existing boat ramp begins on the landside as a 15-foot-wide by 10-foot-long cast -in -place
concrete slab. Beginning at the landside corner of the bulkhead wall, the boat ramp and
surrounding scour apron is composed of articulated concrete block mats totaling 1,290 square
feet. The boat ramp itself is 15 feet wide and 36 feet long, with the scour apron extending an
addition 10 feet on the southern and eastern perimeter of the ramp. NCDMF staff expressed
concerns over the inability of the mats to retain fill as intended within the void space within and
between individual blocks. The lack of consistent fill within the block mat voids creates a
tripping hazard for personnel as well as creating an uneven surface for vehicles to maneuver
when launching and retrieving vessels. A scour hole at the north corner of the boat ramp near the
interface with the bulkhead was recently detected by NCDW personnel.

North Timber Pier:
A full replacement of existing structure is required, with the exception that certain piles may still
be still intact and in a condition that they can be utilized in the pier replacement. Replacement
will include extension of the pier waterward by approximately 15' to reach an existing 3-pile
dolphin cluster. The width of the new pier will not exceed the width of the existing pier (5').
The new structure will not require a vinyl wave barrier. Therefore, the existing wave barrier will
be removed and not replaced. Hog slat style decking will be utilized to minimize damage
potential during future storms. The structure will be constructed without handrails, as it is not
required for fall protection due to elevation, and further presents a hinderance to operations. No
water or electrical services are required on this pier.
Piling Repair and Removal:
One existing 6-pile dolphin cluster will require replacement of a missing wire wrap. One 6-pile
dolphin cluster was broken off during past storms and the resulting debris must be removed. No
replacement of this broken cluster is proposed as it is not required under future growth plans.
One 6-pile cluster must be removed, as it hiders bulkhead expansion plans. If in good condition,
piles may be saved for future placement.
Bulkhead Repairs and Concrete Encasement:
In order to prevent further deterioration of the bulkhead structural members due to severe
corrosion, the proposed design is to completely encase the bulkhead with concrete tying into the
header. The construction methods for the concrete encasement effort is discussed in detail below.
The southern bulkhead will have a 3' tall x 20' long cast -in -place concrete retaining wall
extension added landward to provide additional slope stabilization near the existing electrical
panel access platform.
Boat Ramp Replacement and Widening_
The boat ramp is presently —15' wide and constructed of articulated blocks. In its current state, it
is heavily damaged by recent vessel activity, heavy use, and poor original design. The south side
of the ramp (or right as you face the water), on land, there exists a small concrete structure with
little apparent purpose. To improve functional use and structural longevity, it is proposed that the
articulated blocks and land -side concrete structure be removed in favor of widening the ramp and
replacing the surface with new concrete slab. These new concrete slabs will be formed in an
upland location and put into place once cured. No "wet" or "uncured" concrete will touch waters
of the State.
Waterside Construction
Construction will utilize a combination of barge -mounted and land -based construction
equipment.
For the construction of the bulkhead repair, the implementation of a full coffer dam may be cost
prohibitive for this work. Instead, since much of this work will be above normal water level, it is
anticipated that the contractor will form up the new area with pour chutes in the top of the form

to allow the concrete in. The contractor would dewater the forms as much as possible prior to
placement of the concrete in the formed void. Allowing the water to be displaced as the concrete
is poured will be avoided so as to decrease the likelihood of wet concrete contamination to the
waters of the South River.
Avoidance and Minimization Measures
The following includes the avoidance and minimizations measures that have been considered and
employed:
- Direct impacts to water quality by construction of the concrete encasement around the
northern bulkhead will be avoided by dewatering the forms as much as possible to place
the concrete in the formed void.
o Allowing the water to be displaced as the concrete is poured will be avoided in
order to decrease the likelihood of wet concrete contamination to the waters of the
South River.
- There will be no shading of coastal wetlands.
- Submerged Aquatic Vegetation was not observed in the project area.
- No portion of the proposed work will take place within or close to the 15' riparian
corridor setbacks (+/- 297' to north, +/- 190' to south).
- The alignment of the refaced bulkhead will be no further waterward from the existing
sheetpile bulkhead than is necessary to carry out the refacing activities.
- Existing pilings will be utilized wherever possible on the reconstructed dock.
- The replacement of the existing wave screen is not proposed.
- There are currently sufficient water depths at both the boat ramp and docking facilities to
accommodate the anticipated vessel usage.
Compliance with N.C. Environmental Policy Act
In accordance with NCGS 113A-12(6), a review under the North Carolina Environmental
Policy Act is not required for projects requiring a CAMA Major Permit.

During a site visit on August 20, 2020, no submerged aquatic vegetation was found by visual
inspection on site. Coastal wetlands do not exist within the footprint of the proposed
maintenance activities, but do exist on the property to the north of the proposed activities.
Below are pictures of each element featured in this project narrative, taken by Doug Huggett on a
site inspection conducted August 20, 2020.
NORTH TIMBER PIER

v r

416
75

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PE

BOAT RAMP

I

MISSING STEEL BAND

Constructability Discussion
The following describes each of the waterside elements, progressing north to south (See Figure 2
and Permit Drawing Figures 1-21).

Figure 2: Proposed Features Location

ID#* 20201355 Version* 1
Regional Office* Wilmington Regional Office - [phone]
Reviewer List* Holley Snider
Pre -Filing Meeting Request submitted 10/1/2020
Contact Name * Doug Huggett
Contact Email Address* [e-mail]
Project Name * NCDMF South River Facility (Carteret County) Structural Repairs
Project Owner* NC Division of Marine Fisheries
Project County* Carteret
Owner Address: Street Address
3441 Arendel Street
Address Lne 2
aY Stale / Rake / Rxiion
Morehead City NC
FbstA / Zip mde C_"
28557 USA
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
R 401 Water Quality Certification- r 401 Water Quality Certification -
Regular Express
r" Individual Permit r Modification
r Shoreline Stabilization
Does this project have an existing project ID#?
r Yes t: No
Do you know the name of the staff member you would like to request a meeting with?
Holley Snider
Please give a brief project description below.*

The following is a description of the elements for the proposed Dock
Structural Repairs (South River) for the North Carolina Department of
Environmental Quality (NCDEQ) Division of Marine Fisheries (NCDMF) site.
The elements proposed by the DMF are herein collectively referred to as
the "Project" or "Proposed Project", which is subject to this application. The
NCDMF proposes the removal and replacement of the northern timber pier,
the extension of the pier, the removal of the pier wave screen, the removal
and replacement of the failed timber fender piles, the removal of the failed
6-pile duster remnants, and the repair of the 6-pile cluster wire wrap. Other
work will include encapsulating the northern bulkhead steel sheet piles with
concrete, removal of the articulated mat boat ramp and replacing it with
solid precast concrete panels and widening of the boat ramp.
Project Location
The South River facility is located on Tosto Road in South River, NC
approximately'/i mile east of South River Road on the western bank of the
South River near Its confluence with the Nauss River. The property lies
along the western shore of the South River with a waterfront frontage of
approximately 490 feet.
Please note that a CAMA Major Permit was applied for on September 17th,
at which time we were unaware of this requirement. 1 may be contacted at
919 646-0649.
Doug Huggett (consultant)
Please give a couple of dates you are available for a meeting.
10/6/2020
10/9/2020
10/12/2020
10/15/2020
Please attach the documentation you would like to have the meeting about.
NC DMF South River Site Project Narrative
3.2M6
final.pdf
pdm arty
By digitally signing below,) certify that 1 have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request
• I also understand that DWR is rat required to respond or grant the meeting request.
Your project's thirty dayclock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
.AOG642-T N1198eT
Submittal Date 10/1/2020

Contact Name*
Contact Email Address*
Project Owner*
Project Name *
Project County*
Owner Address:*
Is this a transportation project?*
Doug Haggett
[e-mail]
NC Division of Marine Fisheries
NCDMF South River Facility (Carteret County) Structural Repairs
Carteret
Street Address
3441 Arendel Street
Address Lie 2
Oty
Morehead City
Rstal / Z9 Cade
28557
r Yes r No
Type(s) of approval sought from the DWR:
A 401 Water Quality Certification- r- 401 Water Quality Certfication-
Regular Express
r Individual Permit r Modification
r Shoreline Stabilization
Does this project have an existing project ID#?
r Yes r No
Sate / Province / Flagon
NC
C-*Y
USA
Do you know the name of the staff member you would like to request a meeting with?
Fblley Snider
Please give a brief project description below. *

The following is a description of the elements for the proposed Dods
Structural Repairs (South River) for the North Carolina Department of
Environmental Quality (NCDEQ) Division of Marine Fisheries (NCDMF) site.
The elements proposed by the DMF are herein collectively referred to as
the "Project" or "Proposed Project', which Is subject to this application. The
NCDMF proposes the removal and replacement of the northern timber pier,
the extension of the pier, the removal of the pier verve screen, the removal
and replacement of the failed timber fender piles, the removal of the failed
6-pile cluster remnants, and the repair of the 6-pile cluster wire wrap. Other
work will include encapsulating the northern bulkhead steel sheet piles with
concrete, removal of the articulated mat boat ramp and replacing it with
solid precast concrete panels and widening of the boat ramp.
Project Location
The South River facility is located on Tosto Road in South River, NC
approximately % mile east of South River Road on the western bank of the
South River near its confluence with the Neuse River. The property lies
along the western shore of the South River with a waterfront frontage of
approximately 490 feet.
Please note that a CAMA Major Permit was applied for on September 17th,
at wfiich time we were unaware of this requirement. I may be contacted at
919 646-0649.
Doug Huggett (consultant)
Please give a couple of dates you are available for a meeting.
10/812020
10/912020
10/12/2020
10/15/2020
Please attach the documentation you would like to have the meeting about.
NC DMF South River Site Project Narrative
3.2MB
final.pdf
Pdf any
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your projects thirty -day clock started upon receipt of this application. You will receive ratification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
too
Submittal Date 10/l/2020

Contact Name *
Contact Enroll Address`
Project Owner*
Project Name"
Project County"
Owner Address:'
Is this a transportation project?"
Doug Hbggett
[e-mail]
NC Division of Marine Fisheries
NCDMF South River Facility (Carteret County) Structural Repairs
Carteret
Street ArJdess
3441 Arendel Street
Address Lie 2
Oty
Morehead City
Rstal / Zip (bde
28557
r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification- r 401 Water Quality Certification -
Regular Etglress
r Individual Permit r Modification
r Shoreline Stabilization
Does this project have an existing project ID#?'
r Yes r: No
StMe / Rovi / Rxjm
NC
oxxty
USA
Do you know the name of the staff member you would like to request a meeting with?
Holley Snider
Please give a brief project description below."

The following is a description of the elements for the proposed Dock
Structural Repairs (South River) for the North Carolina Department of
Environmental Quality (NCDEO) Division of Marine Fisheries (NCDMF) site.
The elements proposed by the DMF are herein collectively referred to as
the "Project" or "Proposed Project", which is subject to this application. The
NCDMF proposes the removal and replacement of the northern timber pier,
the extension of the pier, the removal of the pier wave screen, the removal
and replacement of the failed timber fender piles, the removal of the failed
6-pile cluster remnants, and the repair of the 6-pile cluster wire wrap. Other
work will include encapsulating the northern bulkhead steel sheet piles with
concrete, removal of the articulated mat boat ramp and replacing it with
solid precast concrete panels and widening of the boat ramp.
Project Location
The South River facility is located on Tosto Road in South River, NC
approximately''/] mile east of South River Road on the western bank of the
South River near its confluence with the Neuse River. The property lies
along the western shore of the South River with a waterfront frontage of
approximately 490 feet.
Please note that a CAMA Major Permit was applied for on September 17th,
at which time we were unaware of this requirement. 1 may be contacted at
919 646-0649.
Doug Huggett (consultant)
Please give a couple of dates you are available for a meeting.
10/6/2020
10/912020
10/12/2020
10/15/2020
Please attach the documentation you would like to have the meeting about.
NC DMF South River Site Project Narrative
3.2MB
final.pdf
pdf oriy
By digitally signing below,) certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This forth completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your projects thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day, clock has expired, and you can submit an
application.
Signature *
twee s Nu98e1T
Subn tal Date 101112020

ANC State Property Office
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Department ♦000 ENVIRONMENTAL QUALITY) V Oviedo 19008(MARINE FISHERIES) v
Asset Use 25 fSHOP (WASH 8 GREASE. CARPENTRY. RLA v
Fixed Assel'. 0
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CodaeYfben Type'. STEEL OR METAL BUILDING (S) V
Original Net SFI F713
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Mp Code: 28518
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Construction Cost 3188,002.00
Conatinchon Year: 2001
Cumin Net SyFC 4713
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human. Value: 31005000.
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https://www.ncspo.com/FIS/dbBldgAsset_public.aspx?BldgAssetiD=823 10/30/2020

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: NC Division of Marine Fisheri s
Mailing Address: 3441 Arendell Street
Morehead City NC 28557
Phone Number: [phone]
Email Address: andy.gupton(@ncdenr.gov
I certify that I have authorized Moffatt and Nichol
Agent /Contractor
to act on "my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: -Structural repairs to NCDMF
South River Facility
at my property located at 229 Tosto Road; Beaufort, NC.
in Carteret County.
l furthermore certify that l am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
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Print or Type Name
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■ Complete Items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the hack of the mailpiece,
or on the front R space permits.
1. Article Addressed to:
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A. Signature
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B.
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If YES, enter delivery address below: jd No
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, July 2015 PSN 7530-02-D00.9053
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ROY COOPER
ame„a.
MICHAEL S. REGAN
Seem,ary
BRAXTON C. DAVIS
Diremm
Coastal Management
ENVIRONMENTAL QUALITY
October 5, 2020
The NC Division of Marine Fisheries
c/o Andy Gupton
3441 Arendell Street
Morehead City, NC 28557
Dear Mr. Gupton:
The NC Division of Coastal Management hereby acknowledges receipt of your application for
State approval for development of the NC Division of Marine Fisheries property located adjacent
to the South River at 229 Tosto Road near Beaufort, Carteret County. It was received on October
1, 2020, and appears to be adequate for processing at this time. The projected deadline for
making a decision is January 15, 2021. An additional 75-day review period is provided by law
when such time is necessary to complete the review. If you have not been notified of a final
action by the initial deadline stated above, you should consider the review period extended.
Under those circumstances, this letter will serve as your notice of an extended review. However,
an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from October 1, 2020, you may
request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which
must be posted at the property of your proposed development. You should post this notice at
a conspicuous point along your property where it can be observed from a public road. Some
examples would be: Nailing the notice card to a telephone pole or tree along the road right-
of-way fronting your property, or at a point along the road right-of-way where a private road
would lead one into your property. Failure to post this notice could result in an incomplete
application.
--�` othtng Compares-':-.,
State ofNorth Carolina I Environmemal Quality I Coastal Management
400 Commwue Ave I Momhead City, NC 28557
252 808 2909 T

NCDMF
Page 2 of 2
10/5/20
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact me if you have any questions and
notify me in writing if you wish to receive a copy of my field report and/or comments from
reviewing agencies.
Sincerely,
Brad Connell
Coastal Management Representative
BC
Enclosure
CC: Gregg Bodnar, Asst. Major Permits Coordinator
Roy Brownlow, District Manager
Doug Huggett, Moffatt and Nichol
Nothing Compares
Stem ofNonh Cv hm I Emironmemal Quality I Coa ml Management
400 Cononnce Ave I Morehead City. NC 28557
252 908 2808 T

—This is a word processing form to be completed in Microsoft Word"'
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11/1/2012)
Applicant: The NC Division of Marine Fisheries
Date: 10/5/20
Project Site County: Carteret
Staff: Brad Connell
District: Elizabeth City Washington
®Morehead City ❑Wilmington
Project Name: NCDMF South River
Date of initial application submittal (EX: 1/8/2007): 9117/20
Date application "received as complete" in the Field office (EX: 1/8/2007): 110/11/2020
Permit Authorization: MCAMA Dredge & Fill OBoth
SITE DESCRIPTION/PERMIT INFORMATION
PNA: Yes ONo
Photos Taken: Yes No®
Setback Required (riparian): Yes
No
Critical Habitat: ❑Yes NNo Not Sure
15 foot waiver obtained: Yes NNo
Hazard Notification Returned:
❑Yes ®No
SAV: Yes NNo ❑Not Sure
Shell Bottom: Yes nNo Not
Temporary Impacts: Yes NNo
Sure
Sandbags: ❑Yes nNo Not Sure
Did the land use classification come from
Mitigation Required (optional):
county LUP: NYes ❑No
[]Yes ❑No
Moratorium Conditions: Yes ZNc,
Environmental Assessment Done:
❑NA
[]Yes []No N NA
SECONDARY WATER CLASSIFICATION — OPTIONAL (choose MAX of 4)
Future Water Supply (FWS) 0 Nutrient Sensitive Waters (NSW) Swamp Waters (SW)
High Quality Waters (HQW) Outstanding Resource Waters (ORW)
WETLANDSIMPACTED
(404) Corp. of Engineers (Jurisdictional
(LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicornia sp.)
wetlands)
(CJ) Saw grass (Cladium jamaicense)
(SA) Salt marsh cordgrass (Spartina
(SY) Salt reed grass (Spartina
altemiflora)
cynosuroides)
(DS) Sall or spike grass (Distichlis
(SC) Bullrush or three square (Scirpus
El (TY) Cattail (Typha sp.)
spicata)
sp.)
(JR) Black needlerush (Juncus
0 (SP) Salttmeadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
III(A) Private w/ D&F up to 1 acre;
El III(D) Priv. public or comm w/ D&F to 1
3490 can be applied - $250
acre; 3490 can't be applied - $400
Minor Modification to a CAMA Major
LJ Major Modification to a CAMA Major
IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
Permit Transfer - $100
0 III(B) Public or commercial w/ D&F to 1
Express Permit - $2000
acre; 3490 can be applied - $400
El Major development extension request -
U II. Public or commercial/no dredge
$100
and/or fill - $400
252-808.2808 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 02115110

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 4)
❑ I. Private no dredge and/or fill - $250
❑ III(C) Priv. public or comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
revised 02115/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of al
Applicant: NCDMF
Date: 10/23/20
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
Activity Name
Number
TYPE
Choose
One
REPLACE
Choose
One
Dimension 1
Dimension 2
Dimension
3
Dimension 4
Plea
l
New Work
Maint ®
Replace
®Y ❑ N
5'
65'
Bulkhead
2
New Work
Maint R
Replace
MY ON
97', 20'
11,11
Boat Ramp
1
New Work
Maint ®
Replace
MY ❑ N
259
60'
revised 02/15/10

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 4)
Applicant: NCDMF
Date: 10/23/20
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
temp impacts)
amount
Open Water
Dredge ❑ Fill ❑ Both ❑ Other ®
325 ft2
325 ft2
High Ground
Dredge ❑ Fill ® Both ❑ Other ❑
2,890 ft2
2,890 ft2
Shallow Bottom
Dredge ❑ Fill ® Both ❑ Other ❑
694 fit'
694 ft2
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1-888-4RCOAST :: w .nccoastalmanaaement.net revised: 02/15/10

ROY COOPER
Governor
ml_
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Coastal Management
ENVIRONMENTAL QUALITY
October 21, 2020
The Carteret News Times
Legal Advertisement Section
5039 Executive Drive, Ste 300
Morehead City, NC 28557
Re: Public Notice — NC Division of Marine Fisheries
Dear Sir:
Please publish the attached Notice in the October 25, 2020 issue of the News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Jessica Gibson, NC Division of Coastal Management, 400 Commerce
Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at
our Morehead City office.
Sincerely,
owd &W
Brad Connell
Coastal Management Representative
Enclosure
cc: Gregg Bodnar
Roy Brownlow
Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808 T

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an Area of Environmental Concern as
designated under the CAMA was received on October 5, 2020. According to said application, the NC
Division of Marine Fisheries proposes to make improvements adjacent to the South River, at 229 Tosto
Road near Beaufort, Carteret County. A copy of the entire application may be examined or copied at the
office of Brad Connell, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead
City, NC, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, N.C. 28557, prior to November 20, 2020, will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies.
Notice of the permit decision in this matter will be provided upon written request.
PUBLISHED ON: October 25, 2020
nothing Compares? 5
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 809 2808 T

NOTI(04'$170A
LAMA PERMIT
APPLIE FOR
PROJECT: Make repairs and improvements
adjacent to the South River near Beaufort at 229
Tosto Road.
COMMENTS ACCEPTED THROUGH November30, 2020
APPLICANT. FOR MORE DETAILS CONTACT
NC Division of Marine Fisheries THE LOCAL PERMIT OFFICER BELOW.
Brad Connell - DCM
c/o Andy Gupton 400 Commerce Avenue
3441 Arendell Street Morehead City, NC 28557
Morehead City, NC 28557 [phone]

ROY COOPER
Oovemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
/wrrroq Uiviz;nn afr'aavlal
Management
October 20, 2020
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregg. bodnar aa)NCDENR.gov
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: NCDMF—South River
Project Location: 229 Tosto Road, Beaufort Carteret County
Proposed Project: Improvements to existing facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Great Bodnar at the address above by November 17, 2020. If you
have any questions regarding the proposed project, contact Brad Connell 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
`*Additional comments may be attached"
This agency has no comment on the proposed project.
PRINT
AGENCY
SIGNATURE
DATE
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.
Sisk ofNwb Carolim I Envuoomental Quality I Coastal Management
127 Cardin.] Drive Em_ Wilmington, NC 28405 919 796 7215

DCM Coordinator: Gregg Bodnar
Applicant: h 1. n n e r
Distributed YesM No ❑
Distribution Date: Ito
AGENCY
WIRO
WARO
6�lt
LPO
Uri
Rachel Love Adrick MHC
Rachel Love Adrick Washingon
DCM Planner
Mike Christenbury Wilmington
Charlan Owens Eliz City
US COE:
Liz Hair -
Raleigh Bland (Beaufort, Camden, Chowan,
(Carteret, Onslow, Pender)
Craven, Hertford, Hyde, Perquimans, Tyrrell)
Jordan Jessup (TBD)
Josh Peletier — (Bertie, Currituck, Dare, Gates,
Greg Curry (TDB)
Pamlico, Posquotank, Washington)
USCOE (NC DOT)
(Brunswick, New Hanover)
DOT - Tom Steffans—(Beaufort,Carteret,
DOT Brad Shaver
Craven, Pamlico
(Brunswick, New Hanover, Onslow,
Pender)
Mark Zeigler (Onslow, Pender, New
Community Assistance
Hanover, Brunswick)
Lee Padrick (Beaufort Carteret Craven, Eliz
Lee Padrick (Beaufort, Carteret Craven
City, Pamlico, Washington)
Eliz City, Pamlico, Washington
Cultural Resources
Renee Gledhill -Earley
Renee Gledhill -Earley
Div. of Water
Infrastructure
Heidi Cox
Clif Whitfield
Marine Fisheries
Anne Deaton
Jimmy Harrison
NC DOT
110yid Harris
David Harris
Shellfish Sanitation
Shannon Jenkins & Sharon Gupton
Shannon Jenkins & Sharon Gupton
State Property
Tim Walton & Mike Moser & Wanda
Tim Walton & Mike Moser & Wanda Hillard
Hillard
DEMLR/DWR:
Sheri A. Montalvo/Shelton Sullivan -
Sheri A. Montalvo/ Shelton Sullivan
(NC DOT)
Kristy Lynn Carpenter
Kristy Lynn Carpenter
DEMLR
Sediment & Erosion
Dan Sams +�
�!l,j
Sami Dumpor
Storm water
Christine Hall
Roger Thorpe
DWR401
Robb Mairs (Carteret New Hanover
Anthony Scarbraugh
Onslow, Pender,)
Chad Coburn (Brunswick)
(NC DOT)
Joanne Steenhuis Brunswick, New
Garcy Ward
Hanover, Onslow, Pender
WRC
Maria Dunn (WARW
Maria Dunn (WARO)
WRC (NC DOT)
Travis Wilson
Travis Wilson
Natural Heritage Program '
,Rodney Bulter
Rodney Buller
D:\Amanda\Amanda\Major Permit Processing\2020 Admin forms\Major Comment Distribution Sheet 2020.doac
Revised: 5/7/2019

w
Ll
i

September 17, 2020
N.C. Division of Coastal Management
Brad Connell
400 Commerce Avenue
Morehead City, NC 28557
US
mottott & nichol
Mr. Connell;
The North Carolina Division of Marine Fisheries (NCDMF) intends to carry out improvements and maintenance and
repairs to the Division's South River facility, which is located at 229 Tosto Road in eastern Carteret County. The
proposed project, as detailed in the attached permit application package, is summarized as follows:
1. Repair and extend an existing dock,
2. Repair and enlarge an existing boat tamp,
3. Repair/reface an existing sheetpile bulkhead
4. Install a short concrete retaining wall for minor slope stabilization, and
5. Replace missing support banding on an existing pile cluster.
With this information in mind, Moffatt and Nichol, on behalf of the NCDMF, respectfully submits this request for permit
approval from the N.C. Division of Coastal Management (NCDCM). A CAMA Permit fee of $400 will be electronically
transferred from NCDMF to NCDCM shortly. Should you have any questions about this submission, or if we can
provide any additional information to facilitate your review of our findings, please feel free to contact me at (919) 645-
0649.
Si ,
Doug Huggett
Attachments:
MP-1 Form
MP-2 Form
MP-4 Form
Project Narrative
Authorized Agent Form
Certified Mail Receipts
Drawings

September 17, 2020
N.C. Division of Coastal Management
Brad Connell
400 Commerce Avenue
Morehead City, NC 28557
Mr. Connell;
1/11
mot tat: 6 I`C'lol
The North Carolina Division of Marine Fisheries (NCDMF) intends to carry out improvements and maintenance and
repairs to the Division's South River facility, which is located at 229 Tosto Road in eastern Carteret County. The
proposed project, as detailed in the attached permit application package, is summarized as follows:
1. Repair and extend an existing dock,
2. Repair and enlarge an existing boat ramp.
3. Repair/reface an existing sheetpile bulkhead
4. Install a short concrete retaining wall for minor slope stabilization. and
5. Replace missing support banding on an existing pile cluster.
With this information in mind, Moffatt and Nichol, on behalf of the NCDMF. respectfully submits this request for permit
approval from the N.C. Division of Coastal Management (NCDCM). A CAMA Permit fee of S400 will be electronically
transferred from NCDMF to NCDCM shortly. Should you have any questions about this submission. or if we can
provide any additional information to facilitate your review of our findings. please feel free to contact me at (919) 645-
0649.
Si rely,
Doug Huggettt
Attachments:
MP-1 Form
MP-2 Form
MP-4 Form
Project Narrative
Authorized Agent Form
Certified Mail Receipts
Drawings

SCO ID NO. 18-18815-02B
DOCK STRUCTURAL REPAIRS
(SOUTH RIVER)
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY (NCDEQ)
DIVISION OF MARINE FISHERIES
SOUTH RIVER, NORTH CAROLINA
DRAWING INDEX
INDEX NO. SHEET NO I SHEET TITLE
GENERAL
1
G-001
COVER SHEET
2
G-002
APPENDIXB- BUILDING CODE SUMMARY
3
G-003
GENERAL NOTES&ABBREVIATIONS
4
G-lW
OVERALL SITE PLAN
DEMOLITION
5
D-101
DEMOLITION PLAN
6
D-301
DEMOLITION TV PI CAL SECTIONS
D-901
1 DEMOLITION PHOTOS
STRUCTURAL
8
S-0Ot
STRUCTURAL NOTES
9
S-W2
STATEMENT OF SPECIAL INSPECTIONS
10
S-1m
OVERALL STRUCTURAL SITE PLAN
11
S-101
PIER FRAMING & DECK PLANS
12
S-301
PIER ELEVATION & SECTION
13
S-W2
TYPICAL SECTIONS
14
S-6➢1
STRUCTURAL DETAILS SHEET t OF 2
15
S-502
STRUCTURAL DETAILS SHEET 2 OF
16
S503
STRUCTURAL DETAILS ADDITIVE BID ITEM NO.1
17
Sb04
I STRUCTURAL DETAILS SHEET 1 OF 2 ADDITIVE BID ITEM N0. 2
18
SSOS
STRUCTURAL DETAILS SHEET OF 2 ADDITIVE BID ITEM NO. 2
19
5-506
STRUCTURAL DETAIL& SHEET 1 OF 3 ADDITIVE BID ITEM NO. 3
20
S-W7
I STRUCTURAL DETAILS SHEET 2 OF 3 ADDITIVE BID ITEM NO
21
S-W8
I STRUCTURAL DETAILS SHEET 3 OF 3 ADDITIVE BID ITEM NO
NOTE:
DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100-YEAR
FLOOOPLAIN AT ELEVATION +9.10 NAVD88 (+10.14 NGVD29) IS DESIGNED IN
ACCORDANCE WITH THE REQUIREMENTS OF EXECUTIVE ORDER NO.
123-UNIFORM FLOODPLAIN MANAGEMENT POLICY.
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PRELIMINARY
=IN.�21
NOTTO BE USED FOR CONSTRUCTION
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Refemno No.
PRELIMINARY G-002
NOT TO BE USED FOR CONSTRUCTION irvGER: 2 OF 21

GENERAL NOTES:
1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT
DOCUMENTS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT
DOCUMENTS SHALL CONSIST OF THE COMPLETE PROJECT WNUAL (SPECIFICATIONS) AND WORKING
DRAWINGS INCLUDING BUT NOT LIMITED TO: ADVERTISEMENT FOR BIDS; NOTICE TO BIDDERS;
INSTRUCTIONS TO BIDDERS AND GENERAL CONDITIONS OF THE CONTRACT, SUPPLEMENTARY
GENERAL CONDITIONS; DIVISION 1 REQUIREMENTS, TECHNICAL SPECIFICATIONS; AND ANY
RELEVANT ADDENDA ITEMS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE
DRAWINGS AND SPECIFICATIONS.
2, THE WORKING DRAWINGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL. THE CONTRACTOR
SHALL PROVIDE ALL EQUIPMENT, MATERIAL, SERVICES, LABOR, ETC, FOR A COMPLETE
INSTALLATION; INCLUDING WORK REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS AS
BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, WHETHER SHOWN OR NOT ON THE
DRAWINGS.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING
WORK DO NOT SCALE PROJECT DRAWINGS. REPORT ANY DISCREPANCIES IN THE DRAWINGS
AND/OR SPECIFICATIONS TO THE OWNERS REPRESENTATIVE FOR CLARIFICATIONS OR
ADJUSTMENTS PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL NOT BEGIN
DEMOLITIOWCONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN
RESOLVED.
4. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES, WORKING DRAWINGS, ANDOR
SPECIFICATIONS, THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING FROM THE OWNERS REPRESENTATIVE ANY CLARIFICATION
OR INTERPRETATION OF THE GENERAL NOTES, WORKING DRAWINGS, AND/OR SPECIFICATIONS IN
WRITING AND IN ADVANCE OF THE BEGINNING OF DEMOUTIO WCONSTRUCTION.
5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS
OF DEMOUTIONOONSTRUCTION AND INSTALLATION OF MATERIAL IS THE CONTRACTOR'S
RESPONSIBILITY.
6. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL
PROTECTION STANDARDS, LAWS, AND REGULATIONS.
7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THIS CONTRACT
FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF WRITTEN ACCEPTANCE BY THE OWNER IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
9. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE DRAWINGS ON
A SEPARATE WHITE SET OF PLANS PROVIDED BY THE DESIGNER. THESE ANNOTATED DRAWINGS
SHALL BE RETURNED TO THE DESIGNER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION.
9, THE NCDMF SOUTH RIVER FACILITY IS AN OPERATIONAL FACILITY. THE CONTRACTOR SHALL
COORDINATE ALL WORK WITH THE OWNER'S REPRESENTATIVE IN REGARDS TO OPERATIONS AND
ACCESS TO THE PROJECT SITE.
10. THE CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITY, CONSTRUCTION, MATERIAL STORAGE.
AND EQUIPMENT MOVEMENT WITH NCDMF OPERATIONS SO AS TO AVOID INTERFERENCE WITH AND
IMPEDANCE OF FACILITY ACTIVITIES.
11. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE
ANY DEBRIS RESULTING FROM DEMOUTION/CONSTRUCTION. DISPOSAL OF MATERIALS IS THE
RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME THE
PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS
SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL.
12. EXISTING CONSTRUCTION, INCLUDING UTILITIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO
REMAIN, SHALL REMAIN UNDISTURBED AND SE PROTECTED, UNLESS OTHERWISE NOTED.
13. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY AND ALL DAMAGES
THAT MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS A RESULT OF
DEMOLITIO WCONSTRUCTION.
14. ALL AREAS DISTURBED DURING DEMOUTIONICONSTRUCTION SHALL BE REPAIRED BY THE
CONTRACTOR TO THEIR ORIGINAL CONDITION, AT NO EXPENSE TO THE OWNER, UNLESS OTHERWISE
NOTED.
15. THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES, PEDESTRIANS, AND
VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
16. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, TURBIDITY CURTAINS,
BOOMS, TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES AS NECESSARY TO PREVENT
CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING
THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF
ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA.
17, ALL CONSTRUCTION, EXCEPT THAT WHICH CAN BE PERFORMED FROM SHORE, SHALL BE
CONDUCTED FROM BARGES, WORK BOATS, OR OTHER TEMPORARY PLATFORMS PROVIDED BY THE
CONTRACTOR, AS APPLICABLE.
IS. ALL BUILDINGS,SURFACE, AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE PROJECT
SITE ARE NOT NECESSARILY SHOWN HEREON.
19. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS ARE
APPROXIMATE. UTILITIES SHOWN ARE LIMITED TO FIELD LOCATION OF VISIBLE APPURTENANCES AND
DO NOT NECESSARILY DEPICT ALL UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UTLRIES PRIOR TO BEGINNING WORK VERIFY DISCREPANCIES WITH THE
OWNER'S REPRESENTATIVE.
20. THE OWNER SHALL HAVE THE AUTHORITY TO DESIGNATE ANDOR LIMIT AREAS OF CONSTRUCTION.
21. LIMITED STAGING AREAS WILL BE PROVIDED ON SITE FOR THE CONTRACTOR'S USE. THE
CONTRACTOR SHALL CONFIRM THE EXTENTS OF STAGING AREAS WITH THE OWNER'S
REPRESENTATIVE.
22. WHEN SPECIFIED GRADING REQUIREMENTS ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR
$HALL GRADE TO DRAIN ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION, OR OTHERWISE
DISTURBED BY CONSTRUCTION, AND ALSO TO MATCH THE ADJACENT GROUND.
23. THE CONTRACTOR SHALL NOT OVERLOAD EXISTING STRUCTURES DURING DEMOLITIOW
CONSTRUCTION. OPERATION OF ANY EQUIPMENT OR STORAGE OF MATERIALS WHICH WOULD
RESULT IN OVERLOAD WILL NOT BE PERMITTED. CRANE OUTRIGGERS AND OTHER SUCH
CONCENTRATED LOADS SHALL BE PROVIDED WITH CRIBBING TO PROPERLY DISTRIBUTE THE LOAD.
SAFETY OF PERSONNEL, REQUIRED EQUIPMENT, AND CONDITION AND SUITABILITY OF THE EXISTING
STRUCTURES TO SUPPORT MATERIAL AND EQUIPMENT LOADS IS THE CONTRACTOR'S
RESPONSIBILITY.
24, THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED FOR DEMOLITION AND
CONSTRUCTION ACTMTIES.
25. THE OWNER MAKES NO REPRESENTATION$ ABOUT SUBSURFACE CONDITIONS THAT MAY BE
ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT.
26. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO MEAN SEA LEVEL(MSL),
27. ELEVATIONS SHOWN ON THESE PLANS AND THE FOLLOWING REFERENCE DATA ARE BASED UPON
INFORMATION PROVIDED IN THE ISSUED FOR CONSTRUCTION DRAWINGS DATED 7R420DS AND ARE
REFERENCED TO NAVD88, UNLESS OTHERWISE NOTED. ALL CONTOUR ELEVATIONS SHOWN ARE
REFERENCED TO NORMAL WATER LEVEL. CONTRACTOR $HALL BE RESPONSIBLE FOR VERIFYING
ELEVATIONS PRIOR TO CONSTRUCTION.
NAVDBB = OM FT
NWL =-0.37 FT(NAVDSS)
NGVD29 =-0.96 FT(NAVD8S)
28, THE DIMENSIONS, QUANTITIES, AND OTHER MISCELLANEOUS INFORMATION INDICATED IN THE
DEMOLITION PLANS AND DETAILS CAN BE CONSIDERED TYPICAL AND WERE DERIVED FROM THE
ORIGINAL CONSTRUCTION DRAWINGS AS PROVIDED TO THE DESIGNER BY THE OWNER. HOWEVER,
THE INFORMATION SHOWN DOES NOT NECESSARILY REPRESENT ALL THAT MAY BE ENCOUNTERED
DURING THE COMPLETION OF THIS PROJECT THE CONTRACTOR SHOULD ANTICIPATE VARIABILITY IN
THE EXISTING CONSTRUCTION AND ALLOW FOR VARIATION IN THE PREPARATION OF HIS BID. THE
FOLLOWING RECORD DRAWINGS WERE USED TO CREATE THESE PLANS AND WILL BE MADE
AVAILABLE TO THE CONTRACTOR FOR INFORMATION ONLY.
A. SOUTH RIVER BULKHEADNAMP FACILITY
SHEETS 1 THROUGH S4
ANDREW & KRUSKE CONSULTING ENGINEERS, INC
RECORD DRAWINGS DATED JUNE 22, 1988
BCD ID NO. 4392164688D
B. ROADWAY IMPROVEMENT AND MAINTENANCE DREDGING SOUTH RIVER BOAT BASIN
SHEETS CO THROUGH S2
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
ISSUED FOR CONSTRUCTION DRAWINGS DATED JULY 24. ZOOS
SCO ID NO, 050656301
PROJECT SCOPE:
1, BASE BID:
A. REMOVE AND REPLACE EXISTING NORTHERN TIMBER PIER SUPERSTRUCTURE
B. EXTEND NORTHERN TIMBER PIER 15 FEET
C. REMOVE NORTHERN PIER WAVE SCREEN
D. REMOVE AND REPLACE FAILED TIMBER FENDER PILES
E. REMOVE FAILED B-PILE CLUSTER REMNANTS
F. REPAIR"ILE CLUSTER WIRE WRAP
G. PROVIDE MODULAR BLOCK RETAINING WALL AT SOUTHERN BULKHEAD
2. ADDITIVE BID NO, 1:
A. ENCAPSULATE NORTHERN BULKHEAD STEEL SHEET PILES WITH CONCRETE
3. AODRIVE BID 40. 2:
A. REMOVE ARTICULATED MAT BOAT RAMP AND REPLACE WITH SOLID PRECAST CONCRETE PANELS
4. ADDITIVE BID 40.3
A. WIDEN BOAT RAMP 10-0.
INDICATES ADDITIONAL
INDICATES GRID LOCATION ON
SHEET NUMBER WHERE
93 SHEET FOR PLAN, DETAIL,
REFERENCE IS MADE -\.
g4pi ELEVATION, OR SECTION
BRQ
INDICATES SHEET NUMBER WHERE
DRANK OR TAKEN FROM
REFERENCE BUBBLE DESIGNATION
9 I a
ABBREVIATIONS:
ACI= AMERICAN CONCRETE INSTITUTE NAVD= NORTH AMERICAN VERTICAL DATUM 1'' -
AISC= AMERICAN INSTITUTE OF STEEL NC=NORTH CAROLINA
CONSTRUCTION NCSBC = NORTH CAROLINA STATE BUILDING
ALT = ALTERNATE CODE
ANSI= AMERICAN NATIONAL STANDARDS NCDEO= NORTH CAROLINA DIVISION OF
INSTITUTE ENVIRONMENTAL QUALITY
APPROX = APPROXIMATE NCDMF = NORTH CAROLINA DIVISION OF
ASCE= AMERICAN SOCIETY OF CIVIL MARINE FISHERIES a
ENGINEERS NGVD = NATIONAL GEODETIC VERTICAL
ASTM= AMERICAN SOCIETY FOR TESTING AND DATUM
MATERIALS NIC = NOT IN CONTRACT
AVM= AMERICAN WIRE GAUGE NO.=NUMBER
AWS= AMERICAN WELDING SOCIETY NOAA= NATIONAL OCEANIC AND
BOTT = BOTTOM ATMOSPHERIC ADMINISTRATION
STW = BETWEEN NTS = NOT TO SCALE
CIF = CUBIC FEET NW- NORMAL WATER LEVEL
CIP = CAST -IN -PLACE O.C. = ON CENTER
CJ = CONSTRUCTION JOINT O.D. = OUTSIDE DIAMETER
C.L. = CENTERLINE P/C = PRECAST
CLR = CLEAR PCF = POUNDS PER CUBIC FOOT IS
CONC = CONCRETE PE = PROFESSIONAL ENGINEER
CONN = CONNECTION PEN = PENETRATION 4
CONSTR=CONSTRUCTION PSF= POUNDS PER SQUARE FOOT
CONT= CONTINUOUS PSI = POUNDS PER SQUARE INCH
CONTD=CONTINUED OTY=QUANTITY
CY = CUBIC YARD R = RADIUS
DEL = DOUBLE REINF = REINFORCED
DEMO = DEMOLITION REO'D = REQUIRED
DIA = DIAMETER SCH = SCHEDULE MJ
DIM=DIMENSION SCO= STATE CONSTRUCTION OFFICE
OWN =DRAM SER= STRUCTURAL ENGINEER OF RECORD �Q m
E=EAST SF=SQUARE FOOT Ww 4
EA=EACH BHT =SHEET
EJ=EXPANSION JOINT SI= SPECIAL INSPECTOR NJWm ��
EL = ELEVATION SP = SOUTHERN PINE W %m
ELEC = ELECTRICAL SPA =SPACES CZ mC W Z ¢
ELEV=ELEVATION SO=SQUARE NHS >
EMBED=EMBEDMENT 55=STAINLESS STEEL �0= w m
EO = EQUAL SSP = STEEL SHEET PILE
ETC =ETCETERA STA=STATION
'rN0 w¢
EXIST. = EXISTING STO = STANDARD W rn O O
FT=FEET STL=STEEL OY U
GALV = GALVANIZED SY=SQUARE YARD VO N
GR=GRADE S4S=SURFACED 4 SIDES Z❑
H = HIGH T= TON
HORIZ = HORIZONTAL THK = THICK
ICC= INTERNATIONAL CODE COUNCIL TYP=TYPICAL
10 = IDENTIFICATION UDLL = UNIFORMLY DISTRIBUTED LIVE LOAD
IN=INCHES JOIN = UNLESS OTHERWISE NOTED
INC =INCORPORATED USACE = U S. ARMY CORPS OF ENGINEERS
INFO=INFORMATION VERT = VERTICAL
INT = INTERMEDIATE VLF= VERTICAL LINEAR FEET
JT=JOINT W/= WITH FFF# (
K= KIPS OR 1" POUNDS ' = SECONDS OR INCHES
KSI = KIPS PER SQUARE INCH ' = MINUTES OR FEET
L = ANGLE OR LENGTH • = ASTERISK
LB = POUND It = NUMBER OR POUND
LF=LINEAR FEET B=AND a
LG = LONG ®= AT
MAX = MAXIMUM I = PLATE C
MHHW= MEAN HIGHER HIGH WATER 0=DIAMETER
MHW=MEAN HIGH WATER •=DEGREES g df ! 7E
MIN = MINIMUM z= PLUS OR MINUS
MISC = MISCELLANEOUS %= PERCENT
MLLW= MEAN LOWER LOW WATER 9 g
MLW = MEAN LOW WATER 3 LL
MPH = MILES PER HOUR
MSL = MEAN SEA LEVEL i
MT- =MEAN TIDE LEVEL
N=NORTH 0 5 t9 d V
WA=NOT APPLICABLE
NAD = NORTH AMERICAN DATUM u'
o�
PERMITS:
AM c
1, IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE
CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. I c
E
T 2. IS THE INTENTTHESE PLANS AND THE RESPONSIBILITY OFTHE CONTRACTOR COMPLY WITH
THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. ITSHALL BE THE CONTRACTORS
RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS.
�tN LtaoR'
�q,4 i
BEAL
onne
�RKE�P
SKaet
RNerenm No.
PRELIMINARY I G-003
NOT TO BE USED FOR CONSTRUCTION IINDEX: 3 of 21

1 2
3
4
5
'
.•
EXISTING CONC SLAB
••
`GONG BLOCK TYP
EXISTING
d.
4' •
d
EXISTING ELEC /
CONC BARRIER
EXISTING
PANELACCESS
•
•'•
APPROACHH SLAB
PLATFORM ru((
O
EXISTING ELEC
DUCT BANK n
4..'
6
B
g
PROX LOCATION OF
EXISTING STEEL
ISTING MECHANICAL
SHEETPILE BULKHEAD
--IL
ANCHOR BELOW, TYP
W/GONG CAP, TYP
EXISTTNG STONE FILL
I.
ZZn
si
W-
yp
JAE
m
Q ry
a
=W n
Q
yccK-
//
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=
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1
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®
Ny
EXISTING VIWL
--
CEO=
\\ \1
SHEETPILE1
NC]
>
EXISTING B-PIL� I
I
TIMBER PILE
EXISITNG BELOW\
WAVE SCREN
dN,_—
I \ \ I I
CLUSTER,TYP°1 I
GRADE COFFER DAM„
pL__
UUEXISTING
I'�
T_
Z
9 /I\
`\
FENDER I
SCOUR APRON, TYP
BOAT RAMP
\\
ARTIICULATED
CONC MAT
PILE, TYP
O L _
0
I
1
I
-_-_ EXISTING
TIMBER PIER
0.-L:-x
O
fill
1 I l I I I O m--x O EXISTING I I I I
TIMBER PIER
i
i
--
EXISTING I I�`
\
s B
I
�
1
3-PILE TIMBER 1
PILE CLUSTER
-
gE
EXISITNG UNDERWATER
j 714
1 ` `_
H�+gyg
rI
CONTOUR, TYP, SEE NOTE
I
I
o=
O __
O
wP
/
__
o
O
I / /
- o
E
ca
tH Aa��
��ssl
sEAL 'f
NOTES:
mine
1. FOR DEMOLITION PLAN ,SEE SHEET D-101.
t
`ApIEe"
FOR OVERALL STRUCTURAL SITE PLAN, SEE SHEETON
y P yet
1 SURVEY SHOWN IS FROM
3. RY FROM THE RECORDFEREFERENCED
•�..
RACTH
I DATIEDUCTION
ER BOAT BA T NWL.GS
RIVER BE ARE REFERENCED TONWL.CONTRACTOR
CONTRACTOR
IOK 05ERIFYIN0CURRENT lDGB ANDRIVERBED
lad ad tad tad
RESPONSIBLE
SHALL BE RESPONSIBLE FOR VERIFYING CURRENT RIVERBED DEPTHS PRIOR TO CONSTRUCTION.
SCALE: 1"=10'
Shcet
RSNlmlra Nojo
PRELIMINARY
(,.�pp
NOT TO BE USED FOR CONSTRUCTION
INDEX: L OF
4
5
pUWRG

ELEC PANEL
ACCESS
REMOVE & STORE
TIMBER STAIRS FOR
REINSTALLATION
,REMOVE CONC BLOCKS
REMOVE S STORE
LIGHTPOLE FOR
REINSTALLATION
EXISTING ELEC DUCT
BANK TO REMAIN
I
jI BELOW GRADE
COFFER DAM
I &PILE TIMBER TO REMAIN
REMOVECONC
BARRIER & BOLLARD
(ADDITIVE BID REM NO. 3)
CONIC MATS, TOTAL
(ADDITIVE BID REM
I PILE CLUSTER I
I TO REMAIN, TYP
a
�
1
ARTICULATED
y
/
I
CONIC MAT SCOUR
R1
/
I
APRON TO REMAIN
I 1 �
I 1
I
�
/
I
IN EXISTING UNDERWATER
1
I
CONTOUR, TYP, SEE NOTE 1
I
1
I �
I
1 I
I
P5
I
I I
I
I
1 I
INSTALL
WIRE WRAP
/\Ji) // / ��-� / I I TIMBER PILE CLUSTER
I p�
I �
I i i
I /
I i i
1 / /
/
`
LEGEND:
APPROXIMATE DEMOLITION
PHOTO LOCATION 6 DIRECTION,
FOR PHOTOS, SEE SHEET D-901
/ REMOVE FAILED TIMBER PILE /
/ CLUSTER REMNANTS, CONTRACTOR r
/ TO REMOVE IN ITS ENTIRETY O1
i
APRON
9
CONIC SLAB TO REMAIN
APPROACH/�
SLAB TO REMAIN
REMOVE ARTICULATED
y199SOU
•99
1904..Y9Yn9
i9Y999Y9Y9.
/9Y0Y9s9Y9.
V,
APPROX LOCATION OF
V
MECHANICAL SOIL ANCHOR
,9�Y
Y:Y=YaY:YEL
•
• 9
TO REMAIN,
,CJ9Y9Y91��
� C9�9�9Y9�
i
i9�9rY9Y9�I.
�t
-
,6*0-
•n�9�����•��99�L�C1
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9�imse
91
9Y9���9�9�9�
-
.0.0
MCI-DC,D9��99999�i
��9.9.9����9�9�9�i
-
PILE TO
TYP
TIMBER PIER
TO REMAIN
I
I 1
1 1
I 1
I 1
1 1
I 1
I I
1 1
I I
1 1
1 I
I I
1 1
1
i 1
i 1
1
1
I
1
1
I
1
1
1
1
1
1
1
1
1
/
a0
REMOVE FAILED TIMBER
FENDER PILE,
CONTRACTOR TO
REMOVE IN ITS
ENTIRETY, TYP (2 TOTAL
I I
I �
I
I
I � I
I I I
I I I
I I I
I I I
TIMBER
PILE C
PILE CLUSTER I
TO REMAIN, TYP
I � I
I I I
j I I I
lily
I I I
I I iI - I
I � I
I � I
I I �
gll�
I I
I I
1 I I
STEEL SHEETPILE
BULKHEAD WJ
CONIC CAP TO
REMAIN, TYP
REMOVE TIMBER STRINGERS,
BENTS. CROSS BRACING &
HANDRAIL AT EXISTING PIER,
PILES TO REMAIN
I
1 �
I \`
I
I
I
I
I I
/ 1
/ 1
NOTES:
1. HYDROGRAPHIC SURVEY SHOWN IS A REPRODUCTION FROM THE
RECORD DRAWINGS TITLED 'SOUTH RIVER BOAT BASIN,- BCD IDIJ
ONB80901 DATED 7242008 AND ARE REFERENCED TO NWL.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CURRENT
RIVERBED DEPTHS PRIOR TO CONSTRUCTION.
2. DIMENSIONS AND INFORMATION SHOWN ARE BASED ON THE TWO
REFERENCE DRAWINGS PROVIDED BY THE ONMER AND DETAILED IN THE
GENERAL NOTES ON SHEET G-M CONDITIONS ARE BASED ON VISUAL
INSPECTION BY MOFFATT & NICHOL DURING A SITE VISIT ON 5112019.
19-0' VJ 19a W-0
SCALE: I"-I(F
PRELIMINARY
NOT TO BE USED FOR CONSTRUCTION
r ptN C4N0� 9
J
wk§
d B
05
Sh.t
Reference NO.
D-101
INDF 5 OF 21

1 2
3
4
5
s�z
REMOVE 12'0 TIMBER
10'4'*
SB'4'4
FENDER PILE IN ITS
APPROACH
BOAT RAMP
ENTIRETY
SLAB
tt
S1
REMOVE TIMBER
HANDRAIL
D
REMOVE 2x12 TIMBER EXISTING SHEETPILE
�
CAP & CONNECTION
BULKHEAD W/CONC
TOP OF RAMP CAP TO REMAIN
REMOVE DEL 2x10
EL t1.0 (NAVDBB)
TOP OF BULKHEAD CAP
SHARDWARE
TIMBER BENT CAPS &
EXISTING CONC
EL H.5 (NAVDW)
10..
REMOVE DSHAPED CONNECTION HARDWARE
APPROACH SLAB
aCD
RUBBER FENDER •
TO REMAIN
'�ROry
•
REMOVE EXISTING
ARTICULATED CONC
• •
MATS TO LIMITS SHOWN
N RMAL WATER
i
REMOVE 2x8 TIMBER CROSS
• • BRACING, BLOCKING, 8
ABANDON EXISTING
REMOVE 64 TIMBER CONNECTION HARDWARE,MECH
S
WATER 8 CONNECTION SEE NOTE 2 TYP IS TOTAL�CHOR,
APPROX EXISTING MUDLINE,
HARDWARE, TYP
TOP OF COFFER DAM
EL VARIES
RESTORE EXISTING GRADE SLOPE AFTER
EL-7.5 (NAVDBB)
/
W�
12'0 *TIMBER PILE
MAT REMOVAL WHERE NECESSARY PRIOR
W ID
TO REMAIN, TYP
REMOVE 14'-0'* HIGH
TO INSTALLING SOLID PRECAST PANELS
as tV
IM 6 9
VINYL SHEETPILE WAVE
= r- .
L1
SCREEN 8 TIMBER
EXISTING BELOW GRADE
vl W m
a
WALERS IN ITS ENTIRETY
COFFER DAM TO REMAIN
LL Q °`
z
ZO
C
C3 DEMOLITION SECTION ADDITIVE BID ITEM NO. 2
=R''a'
8l-=0
o F
o
o-m1 scAtr:: wtira->>_
�w
APPROX EXISTING
F y p
o
MUDLINE, EL VARIES
QVl
W
;t
My
ZG VI
a
M
NOTES:
eq
1. FILL ABANDONED SCREW AND BOLT HOLES IN TIMBER PILES
WITH TREATED WOOD FILLER MATERIAL.
3y
2, CONTRACTOR TO REMOVE EXISTING CROSS BRACING AFTER
INSTALLATION OF NEW TIMBER BENT CAPS TO MINIMIZE
&
•
-
y
MOVEMENT OF EXISTING PILES DURING DEMOLITION.-
fE
;
C1 DEMOLITION SECTION
6tet SLAIE:ITTO
3 1�
a h
m
3 B
w "
D�t9dV
�
o
I:
E
_
CA
A
ea as ea ea•
wTme
SCALE: IM'=1'-V
��a
"a`k�'g
sw
t9)
SCALE: 1/2'=1'-(r
Sneer
Reference
No.
PRELIMINARY
D-301
NOT TO BE USED FOR CONSTRUCTION
INDEx: a
of i1
.!
1 2
3
4
5
C
SHDWN BASED T2YS1' DRAWING

1 2 3 4 5
REMOVE TIMBER REMOVE ITB TIMBER *07
STRINGERS, FENDER PILES IN THEIR
BENTS, CROSS ENTIRETY, TYP (3 TOTAL) —
BRACING & - E'2"0 TIMBER REMOVE TIMBER
HANDRAIL. PILES 1 v: ,<, IN THJR STRINGERS, BENTS, CROSS
-C REMAIN `ll - "-` `� BRACINGBHANDRAIL
M $
;.. -.,
�' - "="��"' REMOVE VINYL
REMOVE VINYL REMOVE FAILED TIMBER SHEETPILEWAVE c+_
SHEETPILE FENDER PILE CONTRACTOR / SCREEN REMOVE TIMBER STRINGERS
AALE SCREENB TO REMOVE IN ITS ENTIRETY, TIMBER WAITERS BENTS, CROSS BRACING B B
c. -- TYP (2 TOTAL) HANDRAIL, PILES TO REMAIN
WK
DEMOLITION PHOTO t 2 DEMOLITION PHOTO 2 3 DEMOLITION PHOTO 3
0.101 NOLTO SCALE 0.101 NOTTO50ALE 0.101 NOTTOSLLLE W W Q p
www—
O
W C C z
N,=— HS 0
QU~O t
REMOVE FAILED TIMBER REMOVE & STORE V
PILE CLUSTER REMNANTS, LIGHTPOLE FOR 1 a 80 0 O
CONTRACTOR TO REMOVE MISSING REINSTALLATION— GY U aa IN ITS ENTIRETY CABLE WRAP 0O W p
20
— B _
d pp
4 f_ L.RR-EMOVE& �' W
--s - '— - REMCVE STORE TIMBER
OONCBLOI'S STAIRS FOR a S t G c
�� REINSTALLATION•": y(� y
d 5
a DEMOLITION PHOTO 4 5 DEMOLITION PHOTO 5 6 DEMOLITION PHOTO 6 m
P 101 NOT TO SCALE D101 NOT TO SCALE 0101 NOT TO SLALE $ 4
p g u
05
w �
Mao
� � s
o
_ I�
!. = IE._
_IMF
-6
REMOVE CONC BARRIER
$ BOLLARD (ADDITIVE
BID ITEM NO 3) ,,ggtH cm."
Y'�FSS1�%YT
REMOVE ARTICULATED
A CONC MATS (ADDITIVE Aa n411f a y
BID ITEM NO. 2) r �G1NEEe ayo e
2TL'R.1�F' g
sva tyT
A.n_. $heel
Rebrenm No.
7 DEMOLITION PHOTO 8 DEMOLITION PHOTOS PRELIMINARY D-901
D101 NOi TOSCALE 0.101 NOT TO SCALE
NOT TO BE USED FOR CONSTRUCTION INOE%: T OF 21 .!
1 2 1 3 4 5 C
IX NG STALES SHdMi BASEll ON 1 U'M WM

DESIGN CRITERIA:
1. TIMBER FIXED DOCK.
A. UNIFORM LIVE LOAD ............................ 70 PSF
B. CONCENTRATED LIVE LOAD ............ . ........ 400 LB POINT LOAD
CONCRETE AND REINFORCING STEEL:
1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301"SPECIFICATIONS FOR
STRUCTURAL CONCRETE", UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL REINFORCED CONCRETE
MATERIALS SHALL BE PROPORTIONED, FABRICATED, DELIVERED, AND PLACED IN ACCORDANCE WITH ACI
318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETP.
2. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST
EDITION OF THE "ACI MANUAL OF CONCRETE PRACTICE' INCLUDING BUT NOT LIMITED TO: ACI 301
SPECIFICATIONS FOR STRUCTURAL CONCRETE' AND ACI SPE6 "ACI DETAILING MANUAL".
3. ALL REINFORCING BAR SPLICES SHALL BE CUSS "W TENSION LAP SPLICES IN ACCORDANCE WITH ACI
318, CHAPTER 25, UNLESS OTHERWISE NOTED.
4, ALL CAST4N-PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145t PCF).
5, MINIMUM CONCRETE COVER FOR STEEL REINFORCEMENT SHALL BE 3', UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
6, PROVIDE &P, W CHAMFER ON ALL EXPOSED EXTERNAL CORNERS OF CONCRETE, UNLESS OTHERWISE
NOTED ON THE DRAWINGS.
Z ALL JOINTS BETWEEN CAST -IN -PUCE CONCRETE AND HARDENED CONCRETE SHALL BE CLEANED WITH A
ROUGHENED SURFACE OF 1/4' AMPLTTUDE AND COATED WITH A BONDING COMPOUND IN ACCORDANCE
WITH MANUFACTURERS RECOMMENDATIONS, UNLESS OTHERWISE NOTED.
8, CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. CAST -IN -PLACE CONCRETE ...................... 50D0 PSI Q 28 DAYS
B. PRECAST CONCRETE DECK PANELS .............. 6000 PSI 0 28 DAYS
Q PRECAST CONCRETE BOAT RAMP ................ S XI PSI Q 28 DAYS
D. CEMENTITIOUS GROUT .......................... 8000 PSI Q 28 DAYS
9. REINFORCING STEEL SHALL BE IN ACCORDANCE WITHASTM A915. CONCRETE REINFORCING MATERIALS
SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. REINFORCEMENT FOR CONCRETE. ASTM A 615. OR 60
STRUCTURAL AND MISCELLANEOUS STEEL:
1. ALL STEELWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN,
FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO
AWS D1.1.
2. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A.
MISC PLATES, BARS, S SHAPES ....................
ASTM A 38. GALV, LION
B.
BOLTS, LAG SCREWS, 8 NUTS ....................
ASTM A W7, GALV, LION
C.
THREADED ROD...... ............ ............
ASTM F 1554. GR 55
D.
CAST IRON OGEE WASHERS ......................
ASTM A 4B
E.
SS PLATES 8 SHAPES ............................
ASTM A 276, TYPE 316
E
SS BOLTS/ANCHORS.... .......................
.. ASTM A 10 OR ASTM F 593, TYPE 310
G.
SS NUTS. . ....... .... ......... —_
.......... ASTM A 194 OR ASTM F594, TYPE 316, 8 ANSI B1822
H.
SS WASHERS ...................................
ANSI B18.22.1 (TYPE A -PLAIN), ANSI 818 71.1
(LOCKING), TYPE 316
3. ALL STEEL SHAPES,PLATES, OTHER FABRICATIONS, AND ALL HARDWARE INDICATED SHALL BE ZINCCOATED
OR GALVANIZED BY THE HOT -DIPPED PROCESS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A 123
AND/OR A IM, AS APPLICABLE, AFTER FABRICATION, UNLESS OTHERWISE NOTED.
4. FIELD TREAT DAMAGED GALVANIZED STEEL FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD
GALVANIZED COMPOUNDS, OR APPROVED EQUAL, CONFORMING TO THE REQUIREMENTS OF ASTM A 780. IN
ADDITION, ALL EXPOSED THREADED SURFACES SHALL BE PAINTED WITH TWO COATS OF HIGH ZINC DUST
OXIDE PAINT AFTER INSTALLATION OF THE NUT.
I. ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
2. TIMBER PILES SHALL BE DRIVEN TO THE TIP ELEVATION INDICATED ON THE DRAWINGS. USING A HAMMER OF AN
APPROVED TYPE, WITH A CAPACITY AT LEAST EQUAL TO THE HAMMER MANUFACTURERS RECOMMENDATION FOR
THE TOTAL WEIGHT OF PILE AND CHARACTER OF THE SUBSURFACE MATERIAL TO BE ENCOUNTERED.
3, SPUDDING AND/OR JETTING OF TIMBER PILES SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS.
4. TIMBER PILES SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND Ti FOR TIMBER IN SALTWATER IMMERSION.
5. ALL SOLID SAWN LUMBER AND TIMBERS SHALL BE TREATED WITH ACZA OR CCA IN ACCORDANCE WITH AWPA (USE
CATEGORY SYSTEM STANDARD Ui-14, USE CATEGORY STANDARD 5B) FOR TIMBER SUBJECT TO SALTWATER
IMMERSION. MINIMUM PRESERVATIVE RETENTION SHALL BE 2.50 POUNDS PER CUBIC FOOT.
6, FIELD TREAT ALL CUTS AND ABRASIONS IN TREATED TIMBERS AND PILES IN ACCORDANCE WITH THE AMERICAN
WOOD PRESERVERS ASSOCIATION STANDARD M4. TRIM ALL CUTS AND ABRASIONS BEFORE FIELD TREATMENT.
COATALL DEPRESSIONS OR OPENINGS AROUND BOLT HOLES, JOINTS, OR GAPS INCLUDING RECESSES FORMED BY
COUNTERBORING, WITH PRESERVATIVE TREATMENT USED FOR TIMBER AND PILES.
7. TIMBER RELATED MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A.
TIMBER PILES..... ....... ........... ............
ASTM D 25
B.
TIMBER BENT CAPS ..............................
SP NO. 1 DENSE (S4S)
C.
TIMBER STRINGERSIHEADERS......... ..........
.. SP NO. I DENSE(S4S)
D.
MISC TIMBER.. .. . . — . . . ..................
... SP NO. I DENSE(S4S)
E.
TIMBER DECKING .................. .............
SP SELECT GRADE DECKING
F.
CONNECTING BOLTS 8 NUTS.... ..... ............
. ASTM A 3D7, GALV, LON
8. V%HEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE
CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT WOOD. CONNECTIONS SHALL PULL AND HOLD MEMBERS
BEING JOINED INTO CLOSE CONTACT.
9. WASHERS SHALL BE CIRCULAR FLAT SMOOTH AND SHALL CONFORM TO ANSI B18.22.1. USE DOCK WASHERS OR
OGEE WASHERS WHERE INDICATED OR REQUIRED.
10. CHECK ALL BOLTS BY BURRING THE THREADS AFTER THE NUTS HAVE BEEN FINALLY TIGHTENED. RECOAT EXPOSED
PORTION OF BOLT WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT.
11. COUNTERSINK ALL TIMBER HARDWARE TO PROVIDE 1Q' MINIMUM CLEARANCE BETWEEN BOLT AND/OR NUT AND
THE OUTSIDE SURFACE OF TIMBER MEMBER BEING JOINED.
12. BORE HOLES FOR THRU BOLTS WITH A BIT 1116 INCH LARGER IN DIAMETER THAN THE SHANK OF THE BOLT.
13. TIMBER PILE WORKING (UNFACTORED) LOADS:
A. 12-O TIMBER PILES ............................... 12.5 KIPS
Le
m
wa 4
y
LLwjm
2
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5fteel
Reference No
5-001
INCE% 8 OF 21

Ioi
Shan ad of Special Inspections
Present: North Cardin. Upson of Marine FSM1Ies-Sau1M1 Riser- Dock Sbuchrtal Repade
locution'. Saulb allver. NC
Owner's Rel>esentatrva: Andy Canyon
Canners Address: 3e41 Arendell Strand, Nom ease Or , NC 281
This Stetereent of Special Inspactions Is submitted as a condraton for PermitIssunee in
aanMance wire i Special Inspection resettlements dine 2010 Norm Carolina State Builder,
Code, It indsdea a Sdredule of Spacial Inspection Semces applicable to this Protect, the
ire of the Special Inspector, the idmt0y of other appeared agendas retained for wndueeng
Social hommetbnq and the as,wrad irepedor pudifintians. This SatmrOMd Spectel
lnapxYbnswaspnpamdbymefollowing Dwory dR :
Ja seem .... zP as .PE seW3hd
The Specal Intel shall keep records doll special inWsvtiom and teals and snail lumahe
reDorls fo the Slade Londncnon Olfice anti the Desgren d RecoN- Repada mall mdlcu[a g
co woos ion t ter or teded wan Mesas rgi cpsh in conformat to weh ma dide attention
construction tlocummts. Diswvered determinationspareshall be brought t0 the Imi rid attention
del Conbaclor far correction. If Meham,Constra are netweeded, Dealer.
of
shall be bry Ins to thes enthrone
d con Sam,Constrainthe Cn Olfice and the Designers d Record
The Special Inspections pognm does rot Mteare the Cpneactor of his or Mr reaponsibirNes.
Interim reports sled be su0rtrined fo this, Sam ConlAudion Office. Came, and ma Desynars
of RecoN.
heerlm Repast Fn01ax MonMty
A Final Report ofSpedat Inspections dooJrnerrerg correlation of all models Special
Inspector, tasting, and correction d any aisrxpandes should the subnined Peter to iaseares
of a CoNiWts of Use and Occeparney.
Job Site safety and mean anal methods of nortbudlore an sdely the responsibility of the
Contndo,.
Career's Authwvamh Accepted for ma SCO by:
Spnaba. Date Sgn.. Date
2 d 5
Schedule of Special Inspection Services.
The following sbsste wmprge the repaired s3ledulrs of shallot napec0ons for the. project.
The conswdten a faces ancient mature special Inspection for this Preject are as fdbas.
❑ $M1uelva Sam a high Seraen IsA4ne ❑ taera"a Inear[n[
❑ webme of srulwL SwN
❑
Ramme] aaereaat. Pia. a Sam Cdumm
❑ hcsd-Forma steel oM
❑
wri I —Pr mlard Maarel
onsan❑ wam l
classes
rinmwtmn
f. Stall FramiJ�Gf�s
fuN
❑
Faenmaa Fnrsh bmn
® fNwx. GawNon
]
"s-hesewm Pa..—&,.
❑ namaaycaama�aae
❑
fai cxra
® yeas,
❑
fabini.q fell at 5yslern.>sF.
❑ Jdb
❑
sptlal Insrai her Wmd Reslssara
Driven Deap Fo ae a
❑
Swabllnzl>ASlorrslaSeivriclaama—
❑® Dwl-,- a cep PoUMau.n.
,..� ir.wonr.t.—'r — 4 p.ada. a Im,mnm.rmna..
P.a.�rsma=—"-�,..n-haafXa,IM1rra
Avmrraaw sowmalt..arait. Aavm. a.
Inspection Agenda
Firm Name B Point ofAmmel
Con an
pllpsal Erlil
1. 8pertlsape[W8st)
2 Tea VAPc/RA-1)
x TaskeA fral
a oetrrMYtl Fprw
faa-11
s oew(a.p
{
I
Note: The Inspection am thanrg age alf WA M engaged by e. Amer M the Retaliated
D"in Prolemb l d RewN acing as et owners agent, and rmt by the Canbam m
Subwneader wM1ne aark Is to the impeded or tested My rorMict of interest must be
disclosed to the State Conavudon Mine pra to camrrincirg work.
Seismic Castle Category: IE A 0 a 0 e 0 D
I5W[vnred Speed vady. ❑ toluenes ❑ 'where, 0 ai2lench
Vand EJ,Pyyre Category'. ❑ e 0 c 0 0
)d5
Scttdule of Soedal Inspection Sanlees
Concrete ConsbuceP
kne"Peon Tat
Tat
Nee
rs.efsCaada
aleabr6
IIICNC
fetal
Alert
1. kT)ave-r-n.rrqudag peura
❑
P
AO tlsA.
IaM.,again essae.A
261Mx
germ
m e.]
a aakyrdr96aaamaarav—artiar:
d
an vMfa'valEedlin eraarradge.ndr
❑
v
zsa
/CIM6a
1Tn.3
M ASTM AIpa uq mYtlra 4Y
❑
P
MMA
G. InspM snple paafilM wepsi 6ryn
lnsrea;u.ema ores cure agwrr
❑
<
AaxseC121i
4z
a wrraae Azmla'
InswRanenwa uuin conoew
❑
P
AN
a. Inamn. adnarcno3laaaann
❑
e
AO
A❑
Mrderwe mrvewws MreoneNa
1743A
iq'aNIY it Warm PeellW
pare
wrrwma
anirsn�
❑
v
MJ l)d]
a ashy
nrdes'.eonesrve ancnm pnrlWb
nareerma mower¢w+m wlanlaoanarPa
❑
F
MA 1)A:
a. lnspen memaerraiannwv nubbin
narn.m rm
❑
P
Micrs.
im.i.
4 Cdixr mi. eeagn�aM veray Ue mlHmb
leas aunn9 ineralwlon
21
1ebt3,
el
YIS,
�a
❑
C
teexl0
6 RYrm renew yamnenl.ladaugaM1rla
In anangm lmb.pMmm strAap era aavatM
cla
ctJ2
f.e'sards—i-asarnpaww.1.
Mho, rat.
.a.
AamA.
safe
❑
C
ACI 1e3
tMs.
d Impact--te aM a,—, res, plc .la,
poperapprvatnn.amnyuae
19ox7.
BNa
❑
C
t)qs.
). DelenrepansapxansVrca-n l,a—1
aze raAA..e
e
toads
byaliwmnwemmlrtcYv.'.aara
q Nclacsarron,gpaa
❑
P
/O"
190e1
6 Vslry wnec wrnrg
mream lxsnquas
neasnrernarhii
'A86
x Iru�rnon lwPremessel-mrcreta
❑
Mho
v. OMene apmlm;mMwaatraaslre twm
,
. 1mpKm,9rma�oIWMMIXeaVestinpte.
ass ne Per 1. ran. ale alma. alfxemson,
TIPC-1—:;-
PT a mls Irvmaand a sal aseal
11,t 1arame, a>e®N nwneaalz
Inexact Itir. M.ao, tralgn atdamnaiom
of tn. mrmaerrranoer bun1J.
❑
talifigir'nes
CtlIM.mJl wstremmla PSTM b1atY
enancmMferem W
.alb w wupRrq Memo
.d5
Senedbte of Specal Inspection Sergioes
Wood Construction
trrtpassail0t
Test
FJp
naeelerle
Nr CaalY
API
IIpY
alPeld
IICNC
1. Fetinmmr®eAMtlm Jgeramasrd.A.M
meet wttI
Mahnaa
w lelements anal
❑
C
1701
In VtyfeenretwAuelTabir6M
Jess
❑
e
Intel
e. a.
..atfiretasMmmpiurm I—
cal nacorn imm of l_adiratwn
Im's
1Jo5.5
2 Iky.b] dupnraama
AWS
snearnirp
saam the .aarnig
❑
P
1J115.51
arctlparel
eu. mr.af emM one
❑
P
AtrIG
tfie.6t
rr"
a myth mirom
artlatr}lrg al plv nNg panel �gawe
a
a1PN
I2J.,2
❑
P
JTn.x1
e waaM-w atamenian,Tn.arr.rYny
am apamg mmpnxefeM lm n.oa.m
ao.r.wrd.
x Far�fer.le-aonnad.a Darer
❑
v
1Jrms3
awm.n W fed m moo. rNvlalcon
r.eMu
Sofa
Schedule of Special IMpediort Sonseas
Orton Deep Foundations...
Mspesnan Task
Tilsit
Tfee
Na(♦laaP
WO
APrO
a
11AlmNd
NM
1. YeMyNNapbMYbn mOawb.
❑
C
1M)
aIu area laa/e mn1/ cN the
mYralloramnlwb
a. obrwpiabtlreed Orlre
O
C
t)Ex)
Ay.Ma. ras
eah"
rrpk.eANre.rWA.
J. IredNOMpsptaa Mmaea
❑
c
1)ai.)
b mr[leaa ed call romY tlr
lma
.. VSMr
❑
c
trek)
riamatesslatwts
lrarnr®.a Cap., rwean p.
lm a pwr.Ovl. r.p.r p.rwkr.
m.aeae ae+or nwar. p.ed eu
w..rd�tmyaa.e enomtr
a1MaMiNnu.a�eeamieMYY,TY]alYrbbfeeeebGY�p
madana—anaem.sya�s`a.aevd mass.
•w�as.ob•n®a....aaea.rwuersur
sa=o.w'e.r...a.*"•.no-a:A r.m,.�a�r.aarsrrrre�v+we+l.r.ao+la+wrr
PRELIMINARY
NOT TO BE USED FOR CONSTRUCTION
N�
as 9
o_
dues 4
W�wm 0 n
ME a 1--,0
z0,- w
aU�p wya
Q 6F'NO N Z
WY O
pV U
VO H
zo
3
<H CM0, ±
q.A
7 SFAL i
i
oJJme � ii
Q'tGINEEp,y�J
¢1F'R. Pfff`
sFAt
Sheet
Reference No.
S-M
Hai 9 OF 21

LEVEL GRADE
RETAINING WALL
da
BEHIND WALL
CONC SLAB
REINSTALL
*
§
(ADDITIVE BID
ITEM NO. 3)----
EXISTING
TIMBER STAIRS
65-
d
EXISTING77
PANELACCESSACCESS
PLATFORM,
SEE NOTE
x
CONIC APPRO
q
SLAB(ADDIT
b
BID ITEM NO.
EXISTING ELEC
DUCT BANK
w_
REINSTALL
Y
0
d
<
EXISTING LIGHTPOLE
m
a i
N
V
W=
Y
<10
EXISTING STONE FILL F
p
C=
w
➢,2
xa
iIr
\ \
\ \
EXISTINGBELOW 1
GRADE CDFFER DAM ®
\ \
1
\s960 E PIC CONC BOAT RAMP
\ 1 I
1 1
ER 1 I (11PDITNEBID fTEMNO. 3)-
1
; \\ I
PILE CLUSTER, BYP
PILEEXISTINGCLUSTER,
I _
\
T
1
I
I 1 1
l l
1
1
11
\6\
1
Kl—EISTING UNDERWATER
II Il II
1 I I CONTOUR. TYP, SEE NOTE 1 I
/
WI/
I INSTALL RE WRAP
I
\Bl�
/ TO EXISTING& PIUE
TIMBER PILE CLUSTER,
SEE NOTE 3
/
�
r
�
I
I
I
EXISTING
TIMBER PIER I
I
I
I
I
I
I
i
i
i
i
i
i
/
,
/
/
/
/
/
9
CONC SLAB
EXISTING CONC
APPROACH SLAB
CIP CONC
CLOSURE POUR
SHEETPILE BULKHEAD
W/ CONC CAP, TYP
Zrz
w
BS M aQ�F
N jZ;
JmWF
0
S—
w
w
m
BZ
w
\� O
\ \ m
I\ TYP(4 TOTAXI �—
I I \\
I \\
w 1 \
1 �
I
1
I
1
I 1\
NOTES:
1. HYDROGRAPHIC SURVEY SHOWN IS A REPRODUCTION FROM THE
RECORD DRAWINGS TITLED 'SOUTH RIVER BOAT BASIN; BCD IDN
050656301 DATED 724riON. CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING CURRENT RIVERBED DEPTH$ PRIOR TO CONSTRUCTION.
2, DIMENSIONS AND INFORMATION SHOWN ARE BASED ON THE TWO
REFERENCE DRAWINGS PROVIDED BY THE OWNER AND DETAILED IN
THE GENERAL NOTES ON SHEET G-M. CONDITIONS ARE BASED ON
VISUAL INSPECTION BY MOFFATT 6 NICHOL OUR ING A SITE VISIT ON
5H2O1B.
3- INSTALL NEW WIRE WRAP AT EXISTING& PIUE TIMBER PILE CLUSTER
SHOWN. WIRE WRAP SHALL CONSIST OF 6 TURNS OF 1.0 GALVANIZED
CABLE WITH 3 CLAMPS AT EACH END. STAPLE EACH TURN TO EACH
PILE. CENTER WRAP 5'-0 BELOW EXISTING WRAP.
4, TEMPORARILY BRACE EXISTING ELECTRICAL PANEL ACCESS PLATFORM
DURING CONSTRUCTION OF NEW RETAINING WALL.
\ BULKHEAD CONC ENCASEMENT
(ADDITIVE BID ITEM NO. 1)
AB1 ism SF P/C CONC BOAT RAMP
1 6501 (ADDITIVE BID ITEM N0. 2)
I
D1 j
$309 1
R �
EXISTING SCOUR I
APRON, TYP
I
�19/ FOR PIER PILE AND
FRA\ SEE SHEETS-1 1
16-WBOAT RAMP SEE SHEET $-101. 1
ADDITIVE BID fiEM NO.2) FOR PIER DECK P
( SEE SHEET S-101.1 ,
I
I 1 �
I I r
I I �
I I I I
I I I 1
NEW TIMBER 14
FENDER PILE, 1 I
( TYP(7TOTOL)
I
I I I I
I I
1 EXISTING 3 PILE
1 TIMBER PILE CLU
1 I I
II
1 � I
1 1 I I
1 I l
1
1 I n I
I m I I
1VL' 0'-0' 101Y illii
SCALE: I"0'
PRELIMINARY
NOT TO BE USED FOR CONSTRUCTION
L
�14
�e
8
8
N�
Qua N
=
0:
a: Ww w
We
w
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aVjO
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SNeat
Retelenca No.
S-100
INDE%: 10 OF P

/
/
8641't
/
/
/
pgf
C.L. BENT
C47Y
C.L. BEM
EXISTING TIMBER PILE BENT SPACING 4SPACES Q104Ts•404Ts
C.L.
/
BENT /
.pI
C.L. BENT
T$'
8'
O
1 T. . TYP
9® BENT
SPACING
i
I
51-T TIP
a 4BENT
SPACING
Q 3
I 5�1
1 5
NEWIEXIST PILE BEM
DESIGNATION, TYP
/
/ 6
/
1b'
/
/ GALV THRU BOLT WI
OGEE WASHERS, TP/
/ / 7
31'p7�ON8
f
NEW 12'0 TUBER
PILE, TYP (4 TOTAL)
I I
/
EXISTING 12"B
TIMBER PILE, TYP
I
2104 TIMBER
BEM CAP, TYP,
SEE
BDJ
BxB TIMBER
STRINGER,TYP
4xe TIMBE
CORBEL, D3
US TI BER
BLO ING, TYP —
C.L. PIER
-----
_
--- y
— —
w
8301
TYP, SEE IHXM
o.
J
PILEROW
_-----------
6x12 TIMBER
___ T
/
_�__—___ II— -------
TUBER BLOCKING
___—_
wl —
—_ ain
DESIGNATION, TYP J
EXISTING SSP
BULKHEADW/
EDGE BEAM, TYP
12"0 TIMBER FENDER PILE
W/ 8"xS5W- "DSHAPED
RUBBER FENDER, TYP
C�
am1'
'k I
T FENDER PILE, TYP,
EE A3
PIER EXTENSION
CONIC CAP
/
NOTE: — — — — — — —
— — — — — — — — — —
— _ — — _
— — —
— —
FOR TIMBER PILE SCHEDULE, SEE SHEET SaDP.
C1 PILE AND FRAMING PLAN
slap scAle. vc-ro
CONIC PANEL C
PANEL,
CONIC PANEL, TYP, UON
NC PANEL
CONIC PANEL
6x12 TIMBER
EDGE BEAM, TYP
5 anz
TIMBER STRINGER
BELOW, TYP /
/ YB GALV CARRIA /
/ BOLT, TYP, SEE /
sam
8xo2
/
b
7 =Al
118" GAP. TVP
178" GAP,717
SLOTTED P/C CONIC
TIMBER
DECKING. SEE Q'I
8302
O
O TIMBER FENDER PILE W/
RUBBER FENDER, TYP
/
0 / O
PANEL, TYP
EXMING&PJLE — — —
EXISTING SSP
C1
L
I
TIMBER CLUSTER
BULKHEAD W/
S3o1
CONIC CAP
/
�_ _ _ — _ — _
_ _
— — — — — — —
— — —
— — — —
rAIN DECK PLAN
slop xxe:llnra
1•a as za 4•a
SCALE: 31B"�1'-0"
PRELIMINARY
NOT TO BE USED FOR CONSTRUCTION

1
2
3
4
5
8t
NEW 12"OTIMBER
FENDND ER PILE, TYP
E1+90(NAVD88) TYP
TOP OF FENDER
TOP OF BULKHEAD
EL+4.5 (NAVD88)
CAP
EDGE
EL+5.0 (NAVD88), TYP
� fi
D
BIM�BLIER
TOP OF DECK
BOTTOM OF
EXISTING SSP
NEW 8"A" D-SHAPED
SLOTED PtC
PANEL
CONCBEYOND,
m
BULKHEAD WI
RUBBER FENDER,
TYP, SEE NOTE
TYP
CONC CAP
i NYV
EXISTING
-1
MUDLINE,
EL VARIES
K
WQ
t
N
O
NEWWEXIST PILE BEM
W W 4
DESIGNATION, TYP
y
gJ$Wm
N
1 2
3
4
8
7
8
ZjKm'
2'
gKQVF'
F
NOTE:
0=
w'
THROUGH
BOLT MOUNT RUBBER FENDERS TO TIMBER
pXjy—p
w
PILE
PER MANUFACTURER'S RECOMMENDATIONS.
W .1 O
L)
w
00 w
=�
a
a
C1 PIER ELEVATION
6101 SGIE'1C•1'd'
�1
R
b
i g
B
TOP OF BULKHEAD CAP
TIMBER DECKING
SLOTTED PIC
PROVIDE 1/B• GAP
3
ppp
6
EeE
6 8
EL+4.5 (NAVDW)
CONC PANEL, TYP BTW PANELS, TYP
TOP OF DECK
a
M
"ti.'. _i'•;;
+4.5 (NAVD88)
a
a
is
..
..
..
..
B
.:::(' .�
L
s
S a o
i i p9i
-
TIMBER
TIMBER
EXISTING SSP
EXISTING
BOTTOM OF
STRINGER, TYP
CORBEL
TIMBER
NEW
N
BULKHEAD W/
TIMBER
TIMBER EDGE
BEYOND, TYP
BLOCKING
TIMBER
S g
o
CONC CAP
PILE, TYP
BEAM BEYOND
TIMBER BENT
BEYOND, TYP
PILE, TYP
& $0 LL
CAP, TYP
V�
gN
'EL-037(NAVDSB)
QS R i
0ajj
n
S
EXISTING
Li Li
Li
MUDLINE,
61
ELVARIES
o
-E
NEWEXIST PILE BENT
o
E
j
DESIGNATION, TYP
SI
1 2 3 4 5 8 7 8
p
ZV'�ESSto2 y
ac
A
Al PIER SECTION
EIEf
�],INE6�pyS
1
Stet -0•
WI PE
q
4'V
17 ' 2'-0' a'p'
Sheet
SCALE: 3IB"=1'-W
Reference No.
PRELIMINARY
S-301
NOT TO BE USED FOR CONSTRUCTION
INDEX: 12 OF 21
1
2
G
1
31
5
IXUWNG

SLOTTED P/C
CONIC PANEL B' GAP, TYP-
TOP OF DECK
EL+4.5 (NAVDSS),
SEE NOTE 1
TIMBER
STRINGER
BEYOND-/
TIMBER BENT CAP J
TIMBER CROSS B3
BRACE, TYP, SEE
EL+9D(NAVDW) EL+9.0(NAVD88)
-- NEW 12"0 TIMBER
SLOTTED P/C
New 1r IIm
FENDER PILE
CONC PANEL
I
FENDER PILE
TIMBER EDGE
EL *5.0 NAVO88
PROVIDE
1/e"GAP, TYP
BEAM, TYP
EL+5.0(NAVDS8'
TOP OF PECK
TIMBER BLOCKING
EL+4.5 (NAVDSB)
-:
w
TIMB CKING
SEE NOTE 1
TIMBER
IR
STRINGER
BEYOND
TIMBER
I
®I
TIMBER
CORBEL, TYP
TIMBER BENT CAP
I®
CORBEL, TYP
®\
ro
TIMBER CROSS B3
BRACE, TYP, SEE awe
GALV THRU BOLT
GALV THRU BOLT
W/OGEE
WEE
WASHERS, TYP
® I
1
WASHERS, TYP
NWL 9 AlmO I
EL-0037(NAVD88) BLOCKING, EL -0,37 (NAVD88) BLOCKING,
SEE A3 SEE A3
e RUBBER I S3o2 FENDER,
EXISTING FENDER, PIES rP TIMBER
TIMBER PILE, TYP SEE NOTE 2 SEE NOTE 2
EXISTING
MUDLINE,
EL VARIEI
PILE TIP UNKNOWN
1 74Yt I I.-_ I PILETIP
C.L. PILE OL PILE EL D(NAVD88)
NOTES:
1. CONTRACTOR TO FIELD VERIFY AND MATCH TOP
OF DECK TO TOP OF EXISTING BULKHEAD CAP.
2. THROUGH BOLT MOUNT RUBBER FENDERS TO
TIMBER PILES PER MANUFACTURER'S
RECOMMENDATIONS.
61 SECTION
81°t SCFLE Y4' 1'd
PILE SCHEDULE
PILE
LOCATION
PILE TYPE
PILE
CUT-OFF
ELEVATION
(NAvo98)
ESTIMATED
FILE TIP
ELEVATION
(NAvoee)
BID LENGTH
(VLF)
DRIVEN PILE
TIP ELEVATION
(NAW88)
PROVIDED
PILE
LENGTH
(VLF)
A7
12"OTIMBER
3.38
41.0
45.00
AS
12"0 TIMBER
3.38
41.63
45.00
87
12"0 TIMBER
3,38
41.63
4TW
BS
1210 TIMBER
3.38
41.0
45.00
C2
12V TIMBER
900
38.00
45.00
C3
12"O TIMBER
900
36.00
45.00
C4
12"0 TIMBER
9.00
38.00
45.00
C5
12"O TIMBER
9.00
36.00
45.00
CB
12"O TIMBER
RIX
I -WD0
45.00
C7
12"OTIMBER
9.00
1 3 Do
45D0
CS
12'0 TIMBER
I 9D0
1 36.00
45.00
C.L. PILE C.L. PILE
NOTES:
1. CONTRACTOR TO FIELD VERIFY AND MATCH TOP
OF DECK TO TOP OF EXISTING BULKHEAD CAP.
2. THROUGH BOLT MOUNT RUBBER FENDERS TO
TIMBER PILES PER MANUFACTURER'S
RECOMMENDATIONS.
63 SECTION
5191 SCAtE: Y4+1'JI'
tN cww
C�
lq
�f
111Ai°a�
TO WALL
WALL
4
TO WALL
WALL
4
T
CHAMFER, TYP
LEVEL GRADE
EL
SEE NOTE
SEE N
CIP CONC
/-
RETAINING WALL
e•.�
3" CLR
I•�"'
TYP
APPROX
AB BARS
EQUALLY SPACED,
TYP EACH FACE
BARS Q I'-0" O.C..
TYP EACH FACE
p6 BAR
3 3g
uwee) z•s
NOTE:
TOP OF RETAINING WALL TO MATCH TOP OF ADJACENT
BULKHEAD CAP.
� �
�
� �
� a
A
B5 SECTION
=
YY
h
q
p �
o C
i g}'?"'
�5' €
�m2
V
o
u
AM
E
E
CM°
2-0' 0'-0' 1A' 2'4'
i a SEAL
3 ro7ne }}
9J R. yfl S
l
55eet
Rekrenoe No.
PRELIMINARY
S-302 a
NOT TO BE USED FOR CONSTRUCTION
INI]EX: t3 or n
5

i 2
C.L. STRINGER C.L. BENT
I
6912 TIMBER
EDGEBEAM, W Ti
3M"0 GALV STL
1 THRU BOLT WI
OGEE WASHER, TYP
II II II I I I I
�31 II
I I 1 I I I I I/ I 11 11 I\ I I
I I I I 3x3x,/2 GALV STL
4x5xB"LG \ ' ANGLE, TYP
`
A\ TIMBER IA
4x3xiR GALV STL BLOCKING ,/rBxr LG GAJLV LAG BOLT
ANGLE, TYP W/ OGEE WASHER, TYP
SA TIMBER TIMBER PILE BELOW
STRINGER
2x14 TIMBER BENT
B C CAP BELOW, TYP
PLAN TIMBER
4,2" EDGE BE
F 2111
w O 1/B" GAP TYP
b z TIMBER STRINGER,
w SEE NOTE 2 TIMBER BLOCKING, 1 P/C CONC PANEL, TYP w F
`4 EL MS SEE NOTE 2 I m Z
Q' - _OL.BOLT F
-a --- ------w -- - - - -4 o
d. 1 v Typ. m GALV
1- m O O O g THRU BOI
0
______
BOTTOMEDGE ______ GALV LAG
BEAM BEYOND. TYP BOLT, TYP
314-0 GALV STL
THRU BOLT, TYP
GALV STL ______
ANGLE, TYP
TIMBER BENT
CAP, TYP
SECTION A -A
1/B" GAP
TIMBER
EDGE BEAM
PIC CONC PANEL
C.L. BOLT
„R"
EL MS
TIMBER
EDGE BEAM 1 P/C CONC
4
PANEL
Y
EL -4.5
0
4
F
--_—
- -
GALV THRU �.�
m C
GALVSTLANGLE
BOLT, TYP
I I
GALV STL ANGLE
�
b
I I
I I
BOTTOM OF STRINGER
I
I I
I
SECTION B•B
I I
TIMBER
BEM CAP
NOTES:
„M"
1. PRECAST CONRETE PANEL NOT
TIMBER PILE
TYP GALV THRU
SHOWN IN PLAN FOR CLARITY.
BOLT, TYP
2. SET TOP OF TIMBER BLOCKING AND
STRINGER TO BOTTOM OF PRECAST
C.L. BOLT
CONCRETE PANEL.
SECTION C-C
At CONNECTION
aw, acALE z-,'n
L
EDGE BEAM
� 05 TIMBER CORBEL
314"0 GALV STL
THRU BOLT W/
OGEE WASHER, TYP
C.L. BOLT C.L. BOLT
D3 TIMBER CORBEL
atot SCALE t+1'L'
V P/C CONC PANEL PB GALV STL
CARRIAGE BOLT
W/ OGEE HER WC CONC
• PANEL
a x
J c
0
I I d
1 AA
II
TIMBER CORBEL I
NOTE:
SET TOP OF TIMBER CORBEL TO BOTTOM TIMBER
OF PRECAST CONCRETE PANEL. STRINGER
C3 SECTION C4_ CONCRETE PANEL ATTACHMENT
3-0m SGIE:3y1'-0' 6101 SGlf:2"1'tl
TIMBER BENT m
CAP, TYP OB�'LO�MNG
w
---TIMBERPILE BELOW�100 GALV BOLTW/—� --
OGEE WASHER, TYP J
TIMBER
STL ANGLE, TYP FENDER
TIMBER EDGE PILE
BEAM, TYP
PLAN
TIMBER EDGE BEAM
SxSxVLG
P/C CONC PANEL TIMBER
BLOCKING
GALV BOLT—+ _
127
TIMBER
FENDER
TIMBER 0 PILE
BLOCKING
L+
TIMBER BENT
CAP BEYOND
� � SECTION
r A3 1 TIMBER BLOCKING AT FENDER PILE
6101 SCALE.,,?.,.d.
9 1
2x14TIMBER
BENT CAP, T
314"0 GALV STL
THRU BOLT W/
OGEE WASHER, TYP
PLAN
TIMBER EDGE BEAM
GALV STL ANG
TIMB
BEN
EL -4.5
E
GALV THRUER
T CAP
BOLT, TYP
I of
W� m
ww 4
I
SEE NOTE I
yKW�
ra
i
I OI
¢
wKaW
w w
00
EXTEND NOTCH
IN PILE REO'D
�w
=
AS
om
ONwo
Jm
NEWOR
pY U
N
c
EXISTING PILE
U L)
z o
3
PILE
pb
ELEVATION
�1
NOTES:
o w C
1. TIMBER EDGE BEAM AND STEEL ANGLE NOT
3
SHOWN IN PLAN VIEW FOR CLARITY.
3 sp
2. CONTRACTOR MAY UTILIZE OLD MOUNTING
R
y
S
LOCATIONS IN EXISTING TIMBER PILES FOR
HARDWARE REQUIRED TO ATTACH BENT CAP TO
:
a
e j
PILE. OLD LOCATIONS MUST NOT CONFLICT
8
WITH THE ATTACHMENT OF STEEL ANGLE, IF
EXISTING HOLES ARE ABANDONED FILL WITH
TREATED WOOD FILLER MATERIAL.
3
r !
¥ w
65 TIMBER BENT CAP
stot s6YE: t 1 r 1
Z
y
$ 3
9
3 B
w §
b
�
s
- 0
E
I jis
SCALE: 1' 1'4T'
,q-1Y cAgo�i
d`
ra av r t'a
sEAL
mina
SCALE:I I1r
C Cd C 1'd
R. p
mu t91
SCALE: 2 m1'4Y
PRELIMINARY
=R;S=
NOT TO BE USED FOR COUCT)
C
5
fW4YMNC. SfSI FS SNdM.19LSFIl ON 41L' R111MNG

BULKHEAD CONIC
1 I 2 1 3 1 4 1 5.
1'e's C.L. STRINGER C.L. STRINGER
TIMBER m 3 EQUAL SPACES 1
DECKING O �.L ANCHOR
C.2 U I T3M' ROD GALVTHREADEDABED 1IB'MIN _®
SdR TIMBER EDGE a TYP ROD W/ OGEE WASHER,GAPTYP
LAG BOLT, TYP BEAM, TYP 'e 'e I FIELD DRILL 8 EPDXV TIMBER I TIMBER EDGE
MB' MIN EMBED, TYP DECKING BEAM, TYP
�I lip I mN li
4
.. TIMBER BENT 12'O GALV D
CAP BELOW, TYP �l LAG BOLT, TYP
I S
2 I J STRINGER, TYP
2A8 TIMBER HEADER
340E RING
mod. .. SHANKNAILSAT 62 SECTION ;
C EACH END, TYP SaE2 BCAIE' 11Rti1'm B
A —AE ®
PIC CONIC C
TIMBER I I PANEL C.L STRINGER 3 EQUAL SPACES C.L. STRINGER
STRINGER, TYP
I i I US" IN
� GAP, TYP
TIMBER DECKING
A + I BOTTOM OF PIC CONC I TIMBER EDGE
U IIII� I PANEL BEVONO BEAM, TYP W m
a N
ww 4 J
;Ap L TIMBER PILE Z W EV F N
d•
____—_ BELOW, TYP ----- — _ LL J W m w w
asoz 2X8 TIMBER 2>aee G N
NOTE: STRINGER, TYP R V w
TIMBER DECKING NOT SHOWN FOR CLARITY. 21B TIMBER HEADER, ] Z t
NOTCH AS REQ'D 4W TIMBER KO O N
BLOCKING, TYP Cn W CI C
Cl TIMBER DECKING cY
s,ln BCNE: ,-.ra C2 SECTION
Up N
C.L BOLT C.L BOLT 6a02 SGIf t t!3'Yt'd- 2 0
2x6TIMBER
DECKING, T
BULKHEAD CONC CAP —
GALV EPDXY ANCHOR
yj
NOTCH O O
STRINGER
BOLT, TYP
TIMBER HEADER
� PIC CONIC as
I
AS REp 0
BOTTOM OF EDGE TIMBER BLOCKING
NOTES: BEAM BEYOND
1. TIMBER PILE AND BENT CAP NOT SHOWN FOR CLARITY.
2. PROVIDE MINIMUM IIB'GAP BETWEEN DECK BOARDS AND
BETWEEN DECK BOARDS AND ADJACENT CONCRETE PANELS.
3. ADJUST WIDTHS OF TIMBER DECK BOARDS AS REQUIRED TO
COMPLETE SPAN.
B1 SECTION
ssoz NOTTo BCALE
2a8 TIMBER 2-16d RING SHANK NAILS
1 DECKING, TYP� �® EACH STRINGER, TYP
BULKHEAD CONC CAP TIMBER HEADER
TIMBER HEADER
GALV EPDXY ANC�Rr
A
PIC
TIMBER STRINGER
CONIC
e
PANEL
u `BOTTOM OF EDGE —TIMBER
NOTES: BEAM BEYOND, TYP BLOCKING
BEYOND
1. TIMBER PILE AND BENT CAP NOT SHOWN FOR CLARITY.
2. PROVIDE MINIMUM lfr GAP BETWEEN DECK BOARDS AND
BETWEEN DECK BOARDS AND ADJACENT CONCRETE PANELS.
3, ADJUST WIDTHS OF TIMBER DECK BOARDS AS REQUIRED TO
COMPLETE SPAN.
Al SECTION
5! NOT T030ALE
12*0
BOLT,
,CE
NOTE:
CONTRACTOR MAY UTILIZE OLD MOUNTING LOCATIONS IN
EXISTING TIMBER PILES WHERE FEASIBLE. NEW CROSS BRACING
SHALL BE INSTALLED AFTER DECK INSTALLATION IS COMPLETED.
B3 CROSS BRACE CONNECTION
S ` BtlLLE: V.l•a
3M'0 GALV THRU
BOLT, TYP 2a TIMBER CROSS
�BRACE,TTP
TIMBER GUSSET
%Ai�\ CROSS BRACE BLOCKING
sass eruE:,,.r.,'k�
a
a E a
3 �
H2
V �C_IdV
S � o
c
-e
o
E
SN CARO��
1'J C4Y 1'J YO REAL
AonToe
SCALE: 1'•1'-0' Y�T,�OINE
RiLL
SCALE: 1 1l2'�1'-0'
Sheol
ReRearxs NO.
PRELIMINARY S502
NOT TO BE USED FOR CONSTRUCTION INDFJC IS of 21

1
2
3
4
5
i
25'-1•x
2T-1(•x
REMOVE EXISTING NG STEEL PLATE 8
n
STEEL CHANNEL FROM BULKHEAD
EXISTING BULKHEAD
CONIC CAP
EXISTING BULKHEAD
S65'o3
CONC CAP, TYP r AS I CONIC ENCASEMENT
I
5 wa
TOP OF BULKHEAD
TOP OF BULKHEAD
D
EL 4.5(NAVI)W)
EL4.5(NAVD88)
e
I
§u
§
I
I
j
1
I I
NWLEL-0.37 a
�'(NAVD88)
.•
oNWL EL-0.3] a
�
1
1 r(NAVD88)
£
I
CONC ENCASEMENT
`
e
Q
L
CONIC BOAT RAMP
IF
EXISTING SSP BULKHEAD C.L. TIMBER PIER
B,
- }
ssha
NOTE:
TIMBER PIER NOT SHOWN FOR CLARITY.
Dt EAST
BULKHEAD ELEVATION
D4 SOUTH BULKHEAD ELEVATION
S1W EST
fr1W SGllE: 1Nti1'-0'
N�
W
� BI
Wa
W
JO
2
EL4.5(NAVD88)
EL 4.5(NAVD88)
EL 4.5(NAVDW)
20-0't
LLEWm
w W
.
-
1B'S•t
W���
OF
C
C
'
c
<
(FIELD VERIFY)
_���
J
Qa
EXISTING
IS
BULKHEAD
EXISTING
BULKHEAD
r
EXISTING
BULKHEAD
q
EXISTING
EXISTING
Bi
i =
w
d
d
CONC CAP
[N
G
CONIC CAP
d '
M
4
GRAVEL
CONIC CAP
d'
h
frw3 EXISTING
p' O
U
O
GRAVEL
FILL
d
GRAVEL
FILL
d
FILL
G
BULKHEAD
O' W
a
TOP OF BULKHEAD
CONIC CAP
O Y V
G
Q
Q
Q
a
EL 4.5(NAVD88)
Z� W
7
1
7
II
L3X.i , TYP u
1
L3x3)w, TYP
II
��
LWX.V8, TYP
II
a
o
ROUGHEN
.
II
ROUGHEN
.
II
ROUGHEN
.
II
BOTTOM OF
EXISTING CONC
II
BOTTOM OF
EXISTING CONC
II
BOTTOM OF
EXISTING CONIC
II
§ I
a NWL EL-0.37
o w
CAP TO 1W
.
''a_
CONC
r
CAP TO 1/4•
ice.
ICONIC
f
?'
CAP TO 114'
ry CONIC
f
q
V
(NAVD88)
rL
y
N
2
o
x
AMPLITUDE d O AMPLITUDE d O AMPLITUDE d 0
II - ENCASEMENT °' 11 - ENCASEMENT z II ENCASEMENT `* 2:
•
w
e w
Al
I
rd w
w w
Al
II'
y w
w w
CONC ENCASEMENT
LIMITS OF CONIC
R
b
SS03
1�
N
SSW
�I I�
rc w
>
SSW
,.I' NWL EL -0.37
¢ N
>
ENCASEMENT
` APPROX EXISTING
e
d
..1
a II
Y NWL EL-0.37
- d Q 11 Y NWL EL -0.37
11.
d a 11 (NAVD88)
I GRADE, EL VARIES
11.
(NAVD88)
(NAVD88)
jl
Ir
II CONIC BOAT
- Ir RAMP, EL VARIES
/ �1 /\` "
§ m
B5
NORTH BULKHEAD ELEVATION
E
=
''
S1W
SCAlE: 1N'h'-0'
B
j
W14'CHAMFER
{
IXISNN G GRADE,
El
I
I
I EL VARIES
1
7t MIN
1 e't MIN
I We MIN
b
I
B
EXISTING BULKHEAD
w LL
I
EXISTING SSP
BULKHEAD
I EXISTING SSP
BULKHEAD
EXISTING SSP
BULKHEAD
CONIC CAP BEVOND
wgni
NOTE:
NOTE:
NOTE:
EXISTING
POUR TO TOP OF
�' �` o `�
CLEAN
SURFACE
OF EXISTING STEEL SHEET
CLEAN SURFACE OF EXISTING STEEL SHEET
CLEAN SURFACE OF EXISTING STEEL SHEET
GRAVEL FILL
EXISTING SHEET
PILE BULKHEAD
PILE WALL TO SSPCSPS STANDARDS PRIOR
PILE WALL TO SSPCSP6 STANDARDS PRIOR
PILE WALL TO SSPCSPB STANDARDS PRIOR
TO PLACING CONCRETE.
TO PLACING CONCRETE.
TO
PLACING CONCRETE.
dd -
Bt
SECTION
62 SECTION
B4 SECTION10
j
SSa3
SCECTION
SSW SCALE: PION
S5W SCALE YI-•1'-0-
- L3 TYP
-
II
11 d CONC
c
-tl
iI ENCASEMENT
L
L
3"3
TYP
EXISTING SSP
a
E
Z
BULKHEAD
A5 SECTI.ON
/•a as /•d- za
1>'<�10y
4i
g
BEnL
as E:1/4'=1r'
FRONT FACE OF
L3 ENCASEMENT
r0
ENCASEMENT
SUPPORT ANGLE, TYP
R R.
PL
g
SCALE: 1/2'=1'-0"
At SECTION
za as 1•P rn
SSW SCALE I?•1'41'
SCALE: 3/4"=1'41"
Sheet
Reference
No.
PRELIMINARY
S-503
NOT TO BE USED FOR CONSTRUCTION
INl S tS
OF 21
1
2
3
4
5
22YM•IX W!43

1 I 2
EXISTING u
GONG BARRIER r
EXISTINGCONC
D3 d. I APPROACH SLAB
GOING
5501 OSURE
P
11 WR
PANEL
CONNECTION,
A
PANEL TYPE B, TYP
B
OPTIONAL CURB All
ssa
B
EXISTING STET
B SHEETPILE
BULKHEAD W/
CONC CAP
B
PANEL
DESIGNATION, TYP
EXISTING -\ `EXISTINGDONC
TIMBER PIER \\ SCOUR APAQN, TYP
NOTE:
PRECAST CONCRETE PANELS SHALL BE LOWERED
INTO PUCE USING LIFTING INSERTS. PUSHING OR
SLIDING PANELS INTO PUCE IS PROHIBITED.
rB1 PRECAST CONCRETE BOAT RAMP PLAN
9-tee IXAIE:]n IW
EXISTING
BULKHEAD
GONG CAP
EXISTING
GRAVEL
FILL 4 44
•
IN ENCASEMENT
(ADDITIVE BID NO,1),
SEE NOTE
PRECAST
GONG PANEL
I
CURB, CURB
SEE NOTE
ELVARIES
, EXISTING CONC
BENT
PLATE, TYP
UL BULKHEAD - ---
NOTE: GEOTEXTILE
CURB ON BULKHEAD SIDE OF PRECAST CONCRETE PANEL
NOT REQUIRED IF ADDITIVE BID NOA IS SELECTED OR IS IN
PLACE. CURB ON BULKHEAD SIDE OF PRECAST CONCRETE
PANEL REQUIRED IF ONLY ADDITIVE BID NO, 2 IS SELECTED.
Al SECTION
EXISTING GONG
APPROACH SLAT
EL
6" GRAVEL
GONG
CLOSURE /
POUR, TYP -
CLOSURE POUR
EXISTING SHEETPILE
BULKHEAD W/GONG CAP
PANEL TYPE B, TYP
ABANDONED EXISTING
MECHSOILANCHOR, '
TYP IS TOTAL)
REMOVEASRED'D GEOTEXTILE
D3 SECTION
M B :1/1'•1'V
EXISTING GONG
APPROACH SLAB
�PRECAST GONG
PANELTYPEA
L
63 CONCRETE CLOSURE POUR
6401 8CAlE:1?•1'-0'
THREADED GONG
ROD, TYP PANEL, TYP
R CURB, TYP
u u
5'k4Dcl& 4• LONG _1f
SS TYPE 316 BENT
PLATE, TYP 3/4.0 SS TYPE 316
THREADED ROD W/
NUTS 6 WASHERS
PLAN
CC
PA
BENT
PLATE,
ELEVATION
A3 PANEL CONNECTION
B&M 8GLE'. t'=1'd
ROD
{ CONIC ENCASEMENT
(ADDITIVE BID NO.t)
I
yNWLEL-0.37
t (NAvoee>
EXISTING GONG
APPROACH SLA
E.41:L1N
ELd.4t(NAVDBB),
CONTRACTOR TO
FIELD VERIFY
� EXISTING CON(
SCOUR APRON
GRADE COFFER DAM
64 SECTION
8301 SCAlE. 1'•1'd'
N
0
W- m
d W
W yl
f
W K oe J ti
�UF wM
��Z �> I
cc a ¢ F
PRECAST GONG ON ` p
PANEL TYPE A WO Y L0,1 Q
VO n 2
zo 8
• N )
YB BAR
g o W
ONC CLOSURE POUR
• R @}$ AB _Bi
1
Si
s a a k j
a
B S
o y�J
1111/ = d
e
- e 1
9•-P e'a' a'a Ba
I, I )L
SCALE: 3116•=1'-V
SCALE: 1/I'=1'11'
ont
immillia
SCALE: 1/C=t'-0"
sx �
SCALE: 1 =1'4r
9
sneer 2
Rekrenre No.
S-5 4 t
PRELIMINARY
NOT TO BE USED FOR CONSTRUCTION
INDEX: tT Or zt
5

J
PANEL TYPE
J
PANEL TYPE
NOTE:
CURB ON BULKHEAD S10E OF PRECAST CONCRETE PANEL
NOT REQUIRED IF ADDITIVE BID NO.1 IS SELECTED OR IS IN
PLACE. CURB ON BULKHEAD SIDE OF PRECAST CONCRETE
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BULKHEAD TOP OF CAP AND TIMBER PIER TOP OF DECK ELEVATIONS SHOWN. HARE WRAP SHALL CONSIST OF 8 TURNS OF 1-0 GALVANIZED
ARE AT ELEVATION M.5 NAVDSS BASED ON RECORD DRAWINGS CABLE WITH 3 CLAMPS AT EACH END. STAPLE EACH TURN TO EACH
A
PROVIDED. THE ENTIRE SITE IS WITHIN THE ll l YEAR FLOODPLAIN PILE. CENTER WRAP FBELOW EXISTING WRAP.
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g
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ABOVE GRADE.
t0d
NOTE: 2. HYDROGRAPHIC SURVEY SHOWN IS A REPRODUCTION FROM THE 170 Vd and
DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100-YEAR RECORD DRAWINGS TITLED'SOUTIi RIVER BOAT BASIN,' SCO IDS
w
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FLOODPLAIN AT ELEVATION i8.0 NAVM (a9.111 NGVD29) IS DESIGNED IN 050858501 DATED 7242008. CONTRACTOR SHALL BE RESPONSIBLE FOR SCALE: IMV
SMM
ACCORDANCE WITH THE REQUIREMENTS OF EXECUTIVE ORDER NO. VERIFYING CURRENT RIVERBED DEPTHS PRIOR TO CONSTRUCTION.
123-UNIFORM FLOODPLAIN MANAGEMENT POLICY. S. DIMENSIONS AND INFORMATION SHOWN ARE BASED ON THE TWO
Re/emw�No.
REFERENCE DRAWINGS PROVIDED BY THE OWNER. CONDITIONS ARE
2
BASED ON VISUAL INSPECTION BY MOFFATT 8 NICHOL DURING A STTE P R E L I M I N A R Y
VISIT ON 5112019.
NOT TO BE USED FOR CONSTRUCTION
IMIpC 1 of 1
1 2 3 4 5