20040334 Ver 1_COMPLETE FILE_20040301

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 23, 2004
DWQ# 04-0334
Craven County
Tidewater Marine Company, Inc.
300 Madam Moore's Lane
New Bern, NC, 28562
APPROVAL of 401 Water Quality Certification with Additional Conditions
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to dredge, place fill in or otherwise disturb 4.75
acres of non-vegetated wetlands and coastal shoreline in order to install a bulkhead, travel lift, boat ramp, conduct
excavation at a lift site, grade and gravel working areas and cosntruct an office and storage building at 202 Old Cherry Point
Road in Craven County, as described in your application received by the Division of Water Quality on March 1, 2004. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3400,
which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use
your CAMA Permit when issued by the NC Division of Coastal Management. In addition, you should get any other federal,
state or local permits before you go ahead with your Project including (but not limited to) Sediment and Erosion Control,
Non-Discharge, Water Supply Watershed, Coastal Stormwater and U.S. Coast Guard regulations. Also this approval will
expire when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a' new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional conditions listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in
the 401 Certification has been completed;
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes., or rules occur; ff
e
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htt2:1/h2o.enr.state.nc.us/ncwetiands)
Customer Service #: 1-877-623-6748
Tidewater Marine Company, Inc.
April 23, 2004
Page 2 of 2
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project;
5. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [15A
NCAC 4B .0024]; see NCDOT publication, Best Management Practices for the Protection of Surface Waters
(March 1997);
6. All fuel storage and hazardous materials must be handled per the Environmental Protection Agency's Spill
Prevention Control and Countermeasure plan. Appropriate spill recovery and containment systems must be
available onsite.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality..under Section 401 of the Clean Water Act. If you
have any questions, please telephone Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
Sincerely,
/409AIan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett, DCM
Avolis Engineering, P.O. Box 15564, New Bern, NC, 28562
040334
MEMORANDUM
TO: John Dorney Regional Contact: tom Steffens
Non-Discharge Branch WO Supervisor: mger thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Tidewater Marine Co., Inc. County Craven
Project Number 04 0334 County2
Recvd From DCM Region Washington
Received Date 3/1/04 Recvd By Region
Project Type to install a bulkhead, travel lift, Boat ramp, etc....
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet I 1 5 i?
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA PT =\/F'\N' W-7-0 N F_ 27-(96) SC swNSw 30,110. 4.75 F_ F- F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue w/cond- all fuel storage and haz mat must be as per EPA/ SPCC plans w/appropdate spoil
recovery and containment systems on site
cc: Regional Office
Central Office Page Number 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G. Ross Jr., Secretary
February 27, 2004
MEMORANDUM: 0334
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Tidewater Marine Company, Inc.
WETLANDS 14;" 4, ?'PpUp
MAR t 2004
WATER QUi,,' ? 'o v,' u`"TiON
Craven County: Community of James City near New Bern at 202 Old Cherry Point
Road adjacent to the Neuse River.
Proposed Project: The applicant proposes to install a bulkhead, travel lift, boat ramp, conduct
excavation at the lift site, grade and gravel working areas and construct an office
and storage building.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 19, 2004. If you have any questions regarding the proposed project, please contact at (252) 808-
2808. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached..
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tidewater Marine Company, Inc.
2. LOCATION OF PROJECT SITE: Craven Co., in the Community of James City near New Bern, at
202 Old Cherry Point Road, adjacent to the Neuse River
Photo Index - 2000: 71-830 (indexed by K, L-10, 11, 12) 1995: 71-793 (indexed by K, L-14, 15, 16)
State Plane Coordinates - X: 2,587,600 Y: 494,300
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - February 24, 2004
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - February 13, 2004
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven Co.
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CS, EW and PTA
(C) Water Dependent: travel lift, dock, bulkhead and boat ramp - yes; office, covered storage, wash
pad, gravel drive - no
(D) Intended Use: Commercial
(E) Wastewater Treatment: Craven Co. sewer
Planned - Same
(F) Type of Structures: Existing - Gravel drive and several concrete pads
Planned - Bulkhead, travel lift, 10-slip dock, boat ramp, office, and
covered storage
(G) Estimated Annual Rate of Erosion: None
Source: site visit
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 7,440 fe for 480 fe boatramp 17,340 fe usurped
Estuarine Waters and Public Trust excavation of and 144 fe for by dock footprint
Areas of Neuse River travel lift bulkhead of which 3,232 fe
would be shaded
(C) Other 181,645 fe graded
Coastal Shoreline of which 4,142 fe
impervious
(D) Total Area Disturbed: 207,049 ft`
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to install a bulkhead, travel lift, boat ramp, conduct
excavation at the lift site, grade and gravel working areas and construct an office and storage building.
Will
Development Type Few DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not involve 5250 100 /(5250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
If. Public or commercial development
that does not involve the filling or 5400 100%($400)
0.
0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B, C. or D
below applies:
III(A). Fcr Private, non-commercial
development, If General water Quality .,, S2-50 100% (5250) .

Certification No.3301 (see a"ached) O ,0
" (50)
can be applied:
III(B): Fcr public or commercial
development, if General waver Quality $400
No.3301 (see a"ached) 100% (S400) (SO)
0%(SO)
can be applied:
III(C). If General Water
Certification No ee attached)
could be d, but DCM staff
dete ed that additional review nd S-00 60 (S240) 40% (5160)
ten DWQ concurrence is ne ded
ecause of concems related t water
quality or aquatic life: mow-
III(D). If General Water Quaii;/
Certification No. 3301 (see attached ) S4CO 60%(S240) 40% ($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more
than one acre of wetlands and/or S"' 60°0 (5285) 40°; (5190)
open waver areas:
FIELD INVESTIGATION REPORT:
TIDEWATER MARINE COMPANY, INC./CRAVEN COUNTY
PAGE #2
-------------------------------
9. NARRATIVE DESCRIPTION
Project Setting
Tidewater Marine Company Inc. owns a 4.74-acre tract of land at 202 Old Cherry Point
Road on the Neuse River adjacent to the Neuse River Bridge Interchange of US HWY 17/70 and
NC 55, in Craven County, North Carolina. The site appears to have been previously used as a
barge staging and loading facility. There are extensive areas of gravel on the site but with the
exception of several concrete pads the site is open. A steel sheetpile bulkhead with a concrete
landing is located along 120' of shoreline along the northeast corner of the property. Historical
filling of these lands appear to have formed a shallow water embayment underneath the bridge
interchange. The water depths adjacent to the landing are extremely deep with depths of -10' to -
11' only feet offshore. Seven dolphin clusters located in 6' to 9' of water extend east some 500'
from the landing. The remaining 480' of sandy shoreline is natural and appears to have
experienced only some slight storm-related erosion. Scattered Spartina patens and several small
pockets of Juncus roemerianus appear along the normal water line. Water depths along this part of
the shoreline are typical of a river system and remain shallow for the first 50' to 75' offshore.
There were no SAVs noted during the field visit. Three residential mobile homes border the site
to the east while the Neuse River bridge north bound lane is located immediately to the west. This
section of the Neuse River is classified as SC Sw NSW and is closed to shellfishing.
Project Description
Tidewater Marine is a service business that provides repair and maintenance services on
larger marine vessels. They propose to install a 60-ton marine travel lift with runway rails to haul
out and service boats up to 65' in length. Maintenance and repairs would be performed on the
boats and engines including pressure washing, boat bottom preparation and painting, and engine
maintenance and overhaul. To facilitate functioning of the travel lift, an odd shaped basin
described as 62' X 120' (for simplicity) in size would be excavated adjacent to the existing
concrete pad and landing. The basin would extend out to the -6' contour line. Approximately 825
yds3 of sandy material would be removed by a dragline and backhoe and deposited in a 120' X
120' temporary dredge spoil area in the southwest corner of the tract. The 60-ton lift would be
supported out over the basin by two 6' wide X 50' long concrete piers. A 4' X 40' service pier
would extend out from the easternmost support pier. Along the shoreline at the head of the
"basin" approximately 115' of steel sheetpile would be installed. A 36' X 90' wash pad with a
trench drain and interceptor would be installed landward of the steel sheetpile. As proposed much
of the bulkhead is landward of the normal water line except for the eastern corner that extends
some 12' waterward of that line. A 10-slip docking facility would originate from a point where
the concrete pad joins the travel lift dock, would be parallel with the existing mooring pilings and
would extend due east for 315' The dock would be 4' wide. Four 3' X 30' finger piers would
extend off the north side of the dock creating six 65' slips while four "side-to" slips would be
created on the south side of the dock. A small recovery dock and concrete boat ramp measuring
16' X 80' would be constructed in the northeast corner and would extend 30' offshore of the
NWL. A 4' X 80' access dock to facilitate loading and unloading of the boats at the ramp. A 16'
X 140' gravel road would lead to the boat ramp. A 50' X 150' office and covered storage would
be constructed along the eastern property line. A 64' X 140' stormwater pond is being proposed
FIELD INVESTIGATION REPORT:
TIDEWATER MARINE COMPANY, INC/CRAVEN COUNTY
PAGE #3
outside the Neuse River Riparian buffer but within the 75' Coastal Shoreline. Sewer and water
lines would be run along the western property line.
Anticipated Impacts
A proposed, excavation for the project would directly impact approximately 7,440 ft' of
shallow estuarine bottom. Approximately 825 yds3 of sandy material would be removed and the
area deepened to -6' NWL. Approximately 594 fe of Estuarine Waters and Public Trust Areas
would be filled as a result of installation of the boat ramp and steel sheetpile bulkhead. All
combined, some 20,868 ft2 of Public Trust Area would be usurped as a result of the 10-slip dock,
the travel lift and the boat ramp access dock. Of that amount some 3,232 fe would be shaded.
According to the application, approximately 4.17 acres would be graded and filled during site
preparation for the office, storage, stormwater pond, gravel drive, and concrete pad construction.
An additional 4,142 ft2 of impervious coverage would be added to the Coastal Shoreline as a result
of the concrete pad, gravel driveway and boat ramp access. According to the application, only 8%
of the Coastal shoreline would be impervious. A copy of the Erosion and Sedimentation Contol
Plan is attached. Also according to the application, a Stormwater Certification was approved on
October 10, 2003.
M. Ted Tyndall - Morehead City - February 27, 2004
AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
February 11, 2004 FEB 1 o HN
Mr. Ted Tyndall
NCDENR - Division of Coastal Management
Morehead City District
151-B Highway 24
Hestron Plaza
Morehead City, NC 28557
RE: Tidewater Marina
202 Old Cherry Point Road, New Bern, North Carolina
AE Project No. 03063
Dear Ted:
In response to your telephone comments of February 9, 2004, enclosed please find our revised
submittal consisting of the following:
• 25 Full-Size Sets of Plans
• $150 Check for Balance of $400 Application Fee
• "Green Cards" for NCDOT and Gwendolyn Shaw
• Revised Application Pages
As we discussed, we have already received our Coastal Stormwater Permit (#SW7031016 dated
December 18, 2003) and Erosion and Sedimentation Control Plan approval (CRAVE-2004-012
dated November 14, 2003).
Should you have any questions or need any additional information or assistance, please do not
hesitate to call.
Sincerely,
s, E.
Presi
&nt
rcrm De vi-MP 1
APPLICATION-
(To be completed by all applicants)
b. City, town, community or landmark
New Bern
1. APPLICANT
a. Landowner:
Name Tidewater Marine Company, Inc.
Address
300 Madam Moore's Lane
City New Bern State NC
Zip 28562 Day Phone [phone]
Fax N/A
b. Authorized Agent:
Name Avolis Engineering, P.A.
Address
P.O. Box 15564
City New Bern State NC
Zip 28562 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Tidewater Marine Company, Inc.
N07F. Permit will be isssed in name of landowner(s), and/or
projea name.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
c. Street address or secondary road number
-202 Q1 r1 C'harrcr pni nt Roam
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Neuse River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Bulkhead, pier, concrete wash pad,
dredging, filling gravel work areas,
gravel drivewav, boat ramp. boat dock
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Commercial
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. The site is proposed
to use a travel lift for hauling and
launching boats. Maintenance and repairs
will be performed on boats and engines.
The existing barge landing will remain
in use. An office and covered storage
are proposed to be built on the upland
port_iga of the site
Revised 03/95
Form DCM-MIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 4.74 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 8.0'
d. Soil type(s) and texture(s) of tract
Grass grown through existing gravel
and sand
e. Vegetation on tract Crass
f. Man-made features now on tract Sheet pile
and concrete barge landing
g. What is the CAMA Land Use Plan land
classification of the site? (consult the local kind use plan.)
Conservation
x Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
None
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach Zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes r._ No
Coastal (marsh) X Other
If yes, has a delineation been conducted? No
(Attach documenuuion, if available)
m. Describe existing wastewater treatment facilities.
Craven County sewer tap is available
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff
o. Describe existing drinking water supply source.
Craven County water tap is available
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form DCM-MIP-1
4
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal.
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Gwendolyn Shaw
Address 641 3 8th Street, NW
Phone Washington, DC 20012
Name NC Department of Transportation
Address P-0- Box 25201
Phone Raleigh, NC 27611
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Erosion Control - Dated 11/14/03
Perms No. CRAV7--2-079T--M'
Stormwater Permit No. SW7031016
Dated 12/18/2003
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the U day of f t-6 , 19 Z;-, ,q
Print Name JF%, x J L `
Signature .c.
Lando or Authorised Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
JUL-21-2000 FRI 03;38 PM NC DIV OF COASTAL MGMNT FAX NO. 2522473330 P. 11
Form DCM-,MP-2
EXCAVATION
AND-FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1, Be sure to complete. all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average FMW
Exis[ing Project
Length Width Depth Depth
Access
channel
(MLIN) or (NWL)
Canal
Boat
basin
Boat
rarrpx ",'y
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stsbilizaiion)

120' 62' -3.0' -6.0'
Soy 16? o -zs

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 825
b. Type of material to be excavated
River Bed
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards
1602 CY (Stormwater Retention Pond)
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On-site
b. Dimensions of disposal area 12 0 ' x 12 0 '
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for fixture
maintenance? X Yes • No
If yes, where? On-site
Form DCM-MP 2
e. Does the disposal area include any coastal wedands
(marsh), SAVs or other wetlands?
Yes X _ No
E Does the disposal include any ara in the water?
Yes -y- No
3. SHORELINE STABELMATION
a. Type of shoreline stabhlb2fim
x Bulkhead Riprap
b. Length 92'
c. Average distance waterward of MHW or NWL
of
d. Maximum distance waterward of MHW or NWL
0'
e. Shoreline erosion during preceding 12 months
None
(Source of information)
f. Type of bulkhead or riprap material
Sheet pile
g. Amount of fill in cubic yards m be placed below
water level
(1) 1iprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Ekdoding S6aceiae Stabetiaaatieu)
a. Will fill material be brought to site?
Yes x_ No
ff yes, `- `
(1) Amount of material to be placed In the
water N
(2) Dimensions of fill area
N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wedands?
Yes x No
If Yes,
(1) D'mwasions of fill area
N/A
(2) Purpose of fill
N.4a
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fencing, distance
between dredge area and spoil
deposition area, generally at
topography
b. What type of construction equipment will be used
(for example, dragiine, backhoe, or hydraulic
dredge)?
A combination of drag line, backhoe
a -,d dumaatruaks.. moil olaaed oil
upland deposition area.
c. Will wetlands be crssed in transporting equipment
to project eft? Yes Y_ No
N yes, eaplain steps that will be taken to lessen
eavironhaentai h4mcts-
Tidewater Marine Company. Inc.
Appiia" W PttiJesi Name -
i
Revised 03/95
Form DCM-M -3
UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed One office and
covered storage building
b. Number of lots or parcels 1
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 4.17 AC
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted Oc tober 10 , 2 0 0 3
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted October 10, 2603
i. Describe proposed method of sewage disposal.
City of New Bern public sewer
j. Have the facilities described in
received state or local approval? _
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source.
(e.g. well, community, public system, etc.)
Craven County Water
m. Will water be impounded? Yes _x No
If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Concrete, Gravel
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource' Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 8%
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Tidewater Marine Company, Inc.
Applicant or Project Name
Signature
. 1 104-
Date
Item i. above
Yes
AL-21-2000 FRI 03:39 PM NO DIV OF COASTAL MGMNT
Form DCM-MP4
ST.-Kw"'hUCT U-RES
(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 which relate to
this proposed project.
Dock(s) and/or Pier(s)
(1) X Commercial `Community Private
(2) Number one at 319'. 30' and 140'
(3) Leng h 489' (Total)
(4) width 4
(5) Finger Piers X Yes No
0) Number 4 (For Slips)
(ii) Length 30
(iii) Width
(6) Platform(s) Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Widtb N/A
(7) Number of slips proposed
(8) proximity of structure to adjacent riparian
propeny lines 30
(9) Width of water body 7 6 5 0 '
(10) Water depth at waterward end of pier at
MLW or NWL 6'
b. Boathouse (including covered lifts) Not Applicable
(1) - Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Not Applicable
FAX NO. 2522473330
# 3 ). Lu0t?
P. 43
.a
e. Mooring buoys Not Applicable
(1) Commercial -Community
:
(2) Number private
'
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) x Commercial -Community , private
(2) Number 14
(3) Length Pilings
(4) Width
g. Other (Give complue description)
Lift/launch pier for marine
travel lift
Tidewater Marine Company, Inc.
Applicant or Project Name
Signuture
Date
d. Breakwater (e.g. wood, sheetpile, etc.) Not Applicable
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
~
RELEASE E~~R PERMITS JCA 10~15~03 ~ „
~~~~~u'~~ l~l~~~~~i CAMA C~MMENT5 ~0 ~ 0 ~o`°~
.~ti .,Q
o ~ `mod Q•
DESCRIPTION BY DATE ° u':.=
T ~ ~ _
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t- ~0 ~1. tl e
~ ~ re9e ,,Pi~nAo EXISTING NEW ' er~tc : ~ ~ _ ~Aa ~ r L ~ ~ O ~
. T~ t Y w A ~ I
e. t~ enrie "g '1. ~ u W ~ r~
~ 51 ~ ° (9.0) P ~ . ~>d--; ~p~( f ~ ~
.e Rif.y ~ R _ HIGH POINT • H.P. y ~ r, ti, o X ~ oN
=mom
DIRECTION OF FLOW ~ ' •a-. ~ ~ = ,r,~,,;> a>~~ . ~ , ~ s ~ ~ti ~ \ a,'IMion,Pt~nt; ~ N ~ - ~
GRASS SWALE - - - - - ~ ~ sir . , ~df' Point- O O
a 7,~r ~ ~w
i'% ~ , x 7. i.,. , t PYa NEW BUILDING - ~ + Z O
it -A~ Z
I,r C ` ~ ` ' USE RIVER BRIDGE " DRAWING INDEX ~
, CONCRETE a -r_ j ^ f / t CS -COVER SHEET
l -_1- ~ - 9 US HWY~l7-N.G HWY55•.:- ~ C1 - XI TI E S NG CONDITIONS & OUERALE SITE PLAN
UTILITY POLE • . ~ - ~ ~ ~.~I ~ ~ ~ SITE ~ ~y:~ ~ ~ C2 -SITE GRADING EROSION CONTROL PLAN & DETAILS ti,~,.... ~
SPO i~ tL-~VATION - ~ ~ • C3 -LIFT-LAUNCH PIER /WASH PAD PLAN & DETAILS . ~
CONTOUR 6 • i . tip,, ~ - C4 - 10-SLIP BOAT DOCK RECOVERY DOCK PLAN & DETAILS t.,
5+r ,r • - ~ -fit' r~ WATER SERVICE W - _ w • } - y - ~ ~ C5 - STORMWATER POND PLAN & DETAILS ~
~.5--=- - "ifs SEWER SERVICE S - ` jY~ `f ~ ~ C6 -SITE UTILITY PLAN & DETAILS
UNDERGROUND ELECTRIC UGE- _ - ~ - ~ Q ,
, DRAINAGE PIPE 0 ~ ~ - a • ~
a_ _ G NORMAL WATER LEVEL _ 5 . t
~ ~ - 2 , .ova • s Ire ~oatr l! '~TreilM• ~ ROAD
?F i a- i ' r Puk ~ . I' ~ _ eM]~ .--i;~ Fool ~
ABBREVIATIONS ~ ,9K 1. ~ ~ _
x ~ '~1 CMP CORRUGATED METAL PIPE ~ ~ , .113, ~ 3 ltd ~f r, .
DI DUCTILE IRON PIPE ~ , ~ ~ ~ yG ~ ~
~ ~ ~ ~ r - INV INVERT ; G 7a: ~ s,; ~ yArt k
~ s~ ssx - ~ ~ i. ~e - ~ I~~) RCP REINFORCED C N R ~ ~ ` ~ i • ~ ~ ~ ~ 0 C ETE PIPE 9 ~ ~0 ;T , • ~
M1 a. ~ R W - - r~` f RIGHT OF WAY : p p $IMMONS•NO ' privo-fo ' =er
- AIRPOF Theater o, a Drivo-in 1 .Theater
e . ~ ~ ~ / w`
- z MI~' - °j ~
~y~ H x e~
;a~.'~.~. ~ ~ n C:;.,
~ as ame ' ame ~ l.:
C71• t / c. 1'
W w
w
h"'9
7 F - -I
w ~
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W F""1
I~ w
w
~ ~ w
3063CS.DWG

SITE OWNER NOTES: RELEASE fOR PERMITS JCA 10~15~03
TIDEWATER MARINE CO., INC. CAMA COMMENTS JCA 2 9/04 '~~~p11~~~1 ~llllll,~~~~~ 1. PHYSICAL AND TOPOGRAPHIC SURVEY COMPEETED BY: ~ ~
300 MADAME MOORES LANE ATLANTIC SURVEY & DESIGN, NEW BERN, NC, ~ • ~
NEW BERN, NC 28562 p 2. BOUNDARY SURVEY DATA OBTAIN ~ c _ ~ : ~ ED FROM SUR JEY OF WEYERHAEUSER ; _
SITE ADDRESS: COMPANY'S BARGE LANDING PLAT CABINET G SLID 1 - - ~ ~
202 OLD CHERRY POINT ROAD E 64 E = ~ 3. THIS SITE IS SERVED BY CRAVEN COUNTY WATER & SEW R N~~ DESCRIPTION BY DATE = , ..3.
NEW BERN, NC 28562 E . ~ z,
Revisions it
SITE DATA: IMPERVIOUS SURFACE SUMMARY ~ ~ o~` Square Feet , ~o~
TOTAL SITE AREA: 4.740 ACRES = 206,474 ~~~l~~llllllll l IlIU~11~~~~ ZES = 206,474 SE RIPARIAN AREA EXISTING IMPERUIO US AREA NEW IMPERVIOUS AREA _
SITE AREA INSIDE 75' AEC:.98 ACRES = 4; ~8 ACRES = 42,688 SF ZONE 1 - 30' NEUSE RIPARIAN BUFFER AREA 2 489 SF 1 _
SITE AREA OUTSIDE 75' AEC: 3.76 ACRES = ,956 SE 3.76 ACRES = 163786 SF ZONE 2 - 50 NEUSE RIPARIAN BUFFER AREA 2,826 SE 3,156 SF
TOTAL PROPOSED DREDGE UOLUME = 825 c - 75 CAMA A.E.C. 5 314 SF FLUME 825 cy 3 706 SF
OQ ~
O Q
O Off.
NEUSE RIVER C~ Z ~
U ~ ~
w ~,~(~~O U ~ 1 ~ W~
NEUSE RIVER ~ r,~ ' ~ ~ . .
~MiIJ W ~-1 ~ O W
,x, O~~W~
EXISTING CONCRETE SANDING
SLAB TO REMAIN
I~~ ~ P J~
EXISTING BULKHEAD , - DOLPHIN PROPOSED 60 TON LIFT LAUNCH PIER c~
TO REMAIN ~ I~ ~ ~ ~ DOLPHIN 1 I ' TO REMAIN E XtSTING MOORING DOLPHINS A ENLARGED VIEW SH T PROPOSED DREDGING LIMITS ~ o~ & B SIN. SEE EE C3 ~
~ ~ • . TO REMAIN ~ ~ ~ - - a _ (TYPICAL OF 7) ~ ~ o I 0~
• NEUSE RIUER BRIDGE INTERCHANGE , ~ _ ~ ~ _ PROPOSED 10 SLIP BOAT DOCK ~ o
~ e i ~ _ - 1 ~ U.S. HWY 17 70 \ SEED T E AI A E SHEET C4. ~ ~
DOLPHINS N.C. HWY 55 ~ ~ ~ ~ ~ DOLPHINS r, r~~~ ~ ~ o S 88°32 40 E _ ,G ~ . - - _ ~ _ ' ~ _ c ~
TO REMAIN ~ ~ ~ - ~ TO REMAIN 0 # ~-SLIP - - . ~ 94 ~ _ _ _ ~3~ SLIP #4 ~ ~
I i ~ ~ ~ ~ ~ 2 2 ! 80, ~ , . - ~ SLIP #5 ~ SLIP 6- # ~
i ~ INTERCEPTOR - ~ ~ o ~ ~
C1 C3 c h C1 C3 / ~ )
N.C. DEPARTMENT OF TRANSPORTATION / . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I / ~ - w ~ i ~ ~ o N / ~ ~ N
BD 1492 PAGE 459 ~ ~ _ ` ~ ~ ~ EXISTING MOORING _ ~ ~
/ ~ ~ WASHPAD RI(\ ~ WASHPAD RINSATE ~ ~ ~ ~ DOLPHINS TO REMAIN ~ ~~z
r a, x RECYCLING SYSTEM ~ ~ ~ . ~~~L ~ ~ (TYPICAL OE 7)
~ C1 C3 RECYCLING S' / ~ ~ , ~ , ~ , \ SLIP ~7 ~ ~ ~ SLIP g ~x Q ~ 318,4 # suP #9 ~oz~-`-
.l `I i ~ ~ / ~ SLIP IP ~
/ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EXISTING VEGETATION T I L ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ Ltiti.~_i > Om
/ ~ ~ ~ ~ TO REMAIN ;~~p~ --.J o 1
~a \ w ~o
9,l ~ ~ ~ ~ ~ ~z
~ I l ~ , ~ ~ ~ EXISTING VEGETATION ~
\ ~ ~ ~ EXISTING RACK LINE (SURVEYED) ~ ~ . - 9 , ~ TO REMAIN ~ _
~ ~s > N ~ PROPOSEh WASH PAD ~ ~ /
~ 1 ~ , fi' ~ i AND TRENCH DRAIN ~
50 ZONE 2-NEUSE RIPARIAN BUFFER LIMIT i ~ I. - i ~ SEA DETAIE, 'SHEET C3 { ~ EXISTING RACK LINE SURVEYED ~
~ ) I ~ ~,s
f ~a; ~ ~ ~ ` ~
/ 1 ~ _ ~ 30 ZONE 1 NEUSE RIPARIAN BUFFER LIMIT ~ sr ,s ~ ~
~ ~ 10.0 ~ s , o s , 10.0' % ' o~ ~ ~ 50 ZONE 2-NEUSE RIPARIAN BUFFER EIPu11T
NORMAL HIGH WATER/PROPERTY LINE s
f,, .................1 ~ ~ , I ~ O p'
7 ~ y. ~ 6' 0], ~ ~ S ~ 30 ZONE 1-NEUSE RIPARIAN BUFFER LIMIT
~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EXISTING VEGETATION 9 6 ~ ~ ~
1 ; Q~ ~ ~ F ~ ~ \ NORMAL NIGH WATER~PROPERTY FINE ~
' ~ 0 REMAIN S' ~ ~ ~ ,
` ~ , C' , ~9 S '~i . S~.
/ 60~ 9 ~ Ip~
~ `i . ~ BL i ~i ~ l ~ _ - ~ i ap r 1, ~ y, ~6,~y: , EXISTING VEGETATION ~ ~ ,~8 , F~~ , TO REMAIN
. . ~ ~ ; ~ ~ , , EXISTING WOOD PIER , i ~ ` p - ~~RACK LINE
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EXISTING GRASS & GRAVEL i~ , ~ . _ + ~ l
~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ SURFACE TO REMAIN i / ~ S, ~ ~ SS PROPOSED RECOVERY DOCK ~
.....I i ~ ; l ' ~ STORf~WATER DETENTIO OND > s BOTT0~1 WORK AREA , , 61 & CONCRETE BOAT RAMP ~
~ i ' SEE LAYOUT SHEET C2 ~ ~ ~ p F ~ 1 ~
.l ~ , .l ~ SEE DETAIL C, SHEET C4. ` - ~ ~ SEE ENLARGED VIEW SH ET C5 ~ E ~
\I ~ , 1. r' T EXIS IN CON RETE 'I t' ~ 1 j ~ o t ` ~ i ~
i ~ - i TO REMAIN ~ ~ , ~ ~ ~ ~
I ~ ~ ~ LIMIT OF IMPROVEMENT A EA 6~` , ~ ~ ~ ~ ~ ~ _
~r i I / ; 0 ~ ~ ~ ° ~ / ~
r EXISTING BARE GRAVEL ; MOBILE HOME ' ~ EXISTING WOOD PIER ~ ~ i ~ ~ NEW GRAUEE DRIVEWAY ~ ~ ~ Sp • O
i i I ~ SURFACE TO REMAIN EXISTING GRASS & GRAVEL ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I . ~ BOTTOM W01 ~ ~0', BOTTOM WORK AREA GENERAL WORK AREA ~ ~ ~
SURFACE TO REMAIN I ! l i ~ 4 i ~ 6 ~
~ - ~I ~ OqT I ~ . Q{
~ , t ~ l r~ SHED ~ ~ i~
/ i ~ ~ ~ ~t ~ ~ ~ EXISTING CHAIN 0 P ~ ~ N N S `l i ~s~ U
~ ~ ' ~ / EXISTING CHAIN ~ 5 ~ ~ N LINK FENCE ~ ~ ~ ~ ~ ~0 ~ ~ ~ i I , 1 sp ~ ~fJ ~ I ~ ~ o
~ I LINK FENCE S~ 0,`~ ~P. ~ ~ ~ ~ / ,0 ~ 0~ ~ GENERAL WOR AREA ~ ' , ; ~ ,'o ~ o l~~l~la~ i ' W Q, ~
. / ~ Sy ,0 QO 5~ G 1 ~ - 0 ~ 10:'0 ' ~O. /J~ ~ j ~'l~ jl~l a i ~ ~
I~ Q P 1~~ ~ 0 0, ~ ~ d ~ f' ~ l ~ ~ I I l i i H--i ~ ~ 1 ll ~
EXTENT OF EXISTING GRAUEL ~ ~ ~ ,E: ~ I I ~ ~ 0 G ~ ~0 ZO / ~ ~O ~ ~~r ~
TO REMAIN / , ~ 0 ~`l 0 5~ 60,G 60 i ~~'li~l ~ l~li~t ~
~ ~ ~ G p0 ; / ~ I I p`l ~y ~0 i 50,0 ~ ~ ~ ~ l ~ ~i,~ ~ l~ ~ ~
~ ~ i i ~ ~ i X T T / . % I ~ G5 EIS ING CONCRE E ~ / MOBILE HOME ,0`l 0 ,o ~ ~ o
i i ~ 0 - Q(~ 6~ ~~~p0 ~ 5 5 r ~ ~ - TO REMAIN ~ ~ o,~, I ~ i;~, - ~ o~ ~ ~ O , ~ ~ ~ ~ o ~ ~ i;~> 5 ~ ~
~ ~G 111 ~ _ 5 do W ~ , ~ ~
i... ~ ~P G ~ ! 1 ~ ,f' ~ ~
i ~ ~ .i. ~ 0,~ ~ ~ ~
~ - ~ ~ i . i ~ ~ , ~ O
0 I ~ ~ 1 ~ ~ ~ ~ ~ .
~ ~ S 50 ~ ~ : : : HA~~MAT STS _ ~ ~ ~ ~ ~ 18 ~ FQ ~ ~ HA~~MA fi STORAGE ~ " ~ ~ ~
~ ' C1 C6 i O ~ 9•.
i / Q ~ ~ ~5 J
tJ ~ _ 0 0~ ~`b ~ ~ ~ 50~- Q~F ~ ~ ~
i - ~ lam) ~ 7
~s ,o N ~ J(~i~ JJS9,, ~
~ , o~ ~ ~ ~ s ~ ~ ~ S~ ~ S~ 9 1~,9 l i H
EXISTING CHAIN ~ ~ ~ ' 6 « 6' : <<
0 LINK FENCE YO ~ ~5 0 ~ W
C ~ G~ tiF s~ c , ~ ~ tiF c tiF '
y - ~ G ~p ~ Y
\ i A of y GRAPHIC SCALE Ap
Ins r ~
'ro ~ 50 0 25 50 100 200
~q SEE SHEET C6 FOR SITE UTILITY PLAN G
EXISTING CRAVEN COUNTY SEWER
( IN FEET )
A EXISTING CRAVEN COUNTY WATER 1 inch = 50 ft.
EXISTING CONDITIONS g OVERALL SITE PLAN C LAN
C1 C"1 SCALE: 1=50 C1 C1 SCALE: I"=50'
FOR PERMITTING ONLY-NOT FOR RECORDATION, CONVEYENCE, OR SALESd I 3063C1.DWG

1
SITE DATA: CONSTRUCTION SEQUENCE 20 1 RELEASE FAR PERMITS JCA 10/15/03 a pll
_ a u»iiii~,.
1.OBTAIN ALL NECESSARY PROJECT PERMITS. ~ CAMA COMMENTS JCA x/9/04
TOTAL SITE AREA: 4.74± ACRES 2.INSTALL SILT FENCING. b~. ~ > ~ ~0 -,~>r, _ _ - ~ 6i7,
TOTAL DISTURBED AREA: SPOIL FILL AREA 4,17± ACRES 3.INSTALL GRAVEL CONTRO NTR L E ANCE. NEUSE r ~ - - _ ~ ~ ~':G': NEUSE RIDER No, L~SC~1~T1~N BY SATE
4.SEE DREDGE SPOIL DEPOSITION REQUIREMENTS THIS SHEET.
Revlslons ~~.'z,
5.SEED AND MULCH ALL DISTURBED AREAS UPON COMPLETION OF PROPOSED DREDGING EIMITs TOTAL VOLUME OF SPOIL MATERIAL: 825 CY
FINISH GRADING. i I ~ 10 SELF ANCHORING
~ ~ ~ i M U SILT FENCING, SEDIMENT TRAPS, GRAVEL CONTROL ENTRANCES 6" LAYER OF COARSE AGGREGATE / METAL POST ~ 6 O.C. MAX ~ ~
UPON TA SEQUENCE OF OPERATION: ES BL SHMENT OF FINAL VEGETATION AND PAVEMENT SURFACES.
OVER 12" LAYER OF STONE BASE 10
COARSE 12 GUAGE 6 X 6 WIRE MESH
1. SECURE PROJECT PERMITS. ~ s 88'32'x" E i ~ ~ A 1 • o o i~l ' •94,80' s
~ 2. CONDUCT PRE CONSTRUCTION CONFERENCE. ~ 0 0 ~ _ , , EDGE OF EXISTING 3' ~
3. INSTALL DRIVEWAY AND GRAVEL CONTROL ENTRANCE. ~ i~~ ~ - ~ ~ - - A EXISTING_ BARGE ~,LANDIN~~~ o FILTER FABRIC ~ - ROADWAY PAVEMENT O q ~ ~ U
4, GRADE ACCESS DRIVE. ~ ~ • • a.. , ~ ~ , , . ~ W ~
ti 5. INSTALL TEMPORARY DIVERSION DITCHES. i ~ 1 i 1 ~ Q~ GRAVEL CONTROL ENTRANCE t, O ~ ~ o
~ ~ ~ ~ ~ q 6. STRIP TOPSOIL AND STOCKPILE. _ T T ~ FLOW ~ C2 C2 NO 0 SCALE ~
~ ! ~ - o 7. TRANSPORT~PLACE SPOIL FILL. ~ ~ ~ ~ ~ Z
p i 8. FINISH GRADE SPOIL FILL, ~ ~
~~Qo
9. SPREAD TOPSOIL ON SPOIL MATERIAL. ~ ~ ' ' ~ ` ~ '1 , ~ w~ VEGETATIVE SEEDING Z, ~
10. SEED & MULCH ALL DISTURBED AREAS, DETAIL 4, THIS SHEET. - ~ ~ • ° ' , ~1, 3 WW AFTER COMPLETION OF GRADING ACTIVITIES AND THE ~ ~ U W
11. GRADE TO REMOVE T MPORARY IV T % ° . E D ERSION DI CHES & SEED. i ~ O ~ ' <1
12. REMOVE TEMPORARY DRIVE ~ ~ ~ CONSTRUCTION OF SWALES ALL EXPOSED AREAS SHALL ~ ~ ~ W ' (~U~~~
~ ~ ~ ' S 21'14'28" E 6.~ •I 7.6.9' 49.53' BE SEEDED TO THE FOLLOWING SPECIFICATIONS: p~ ~ Q ~ q
MAINTENANCE PLAN: • • ~5~5) ~ . SEED BED
,'7.,5 r ~ ` ~ LIME 1-TON PER ACRE
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE ~ ~ - ~ SILT FENCE FERTILIZER 1/2 TON PER ACRE
3 GRASS SWAEE ' s CHECKED FOR STABILITY FOLLOWING EVERY RAINFALL-PRODUCING i 6.0 ~ _ ~ SEED C2 C2 NOT TO SCALE
EVENT BUT IN NO CASE LESS THAN N Y C2 C2 " ~ EXISTING VEGETATION 0 CE SUER WEEK. ANY ~ SEPTEMBER THROUGH APRIL:
' l.la , ~ ss. REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES r~ ~ ~ ~ ~ i TO REMAIN ~o RYE GRASS 50 LBS PER ACRE ~
G_ i INTH T ~ E OPERA ING CONDITIONS INTENDED. ~ i F TALL FESCUE 50 LBS P R ~ ° °
2 SILT FENCE ~ ~ g0 , 7.92 w E ACRE N ~ ~ MAY THROUGH AUGUST: ~ Q °
- - C2 C2 ~O± LF 2, ALL AREAS SHALL BE FERTILIZED, SEEDED, RESEEDED AS , / ~ . ~ z i~
~ i ~ 74 ~ ~ EXISTING RACK LINE SURVEYED o t COMMON BERMUDA 40 LBS PER ACRE ~ -
NECESSARY AND MULCHED ACCORDING TO THE PROJECT 8.0) 77, oP , 476 F ~ PROCEEDUR 3 o ~ E 3
VEGETATION PLAN IN ORDER TO ESTABLISH AND MAINTAIN A ~ i ' ` ~ ~ J ~ ~ 7S 1 STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL ~ Q 1~ N
VIGOROUS, DENSE VEGETATIVE COVER. ! ' 6.2 ~ o ~s,~, d 4i,! ~ A 9. ~ ~ ° ~ INSURE APPROXIMATELY 75~ COVERAGE OF THE SEEDED ~ N wz,.
74~. ~ ~ A ' AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY ~ ~
~ ~ , 50 ZONE 2-NEUSE RIPARIAN BUFFER LIMIT 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC ROAD ~i~, ~-8.44 ' , . DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE ~ o X
~ ~ ~ SHALL BE REMOVED ON A DAILY BASIS, ' ' ~ ~ , v~~, s ~zQ TO BLOWING AND WASHING. ~ ~ 0
~ ~ ~ ~ a2 ~ ~ ~ ss o~, THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF NOTE: ~ z ~
~ \ a V ~9,R ~9' 4. SEDIMENT SHALL BE REMOVED FROM DIVERSION DITCHES WHEN ~ ti ~ ~ \ ~ F 30 ZONE 1-NEUSE RIPARIAN BUFFER LIMIT GRASS OVER THE ENTIRE DISTURBED AREA. IF N Y ~ ~ w o
_ ~ ~ ~ ~ 3.0 ~ f IT ACCUMULATES TO A DEPTH ONE THIRD THE OVERALL DEPTH i ~8.9~ ti ER LIMIT ECESSAR 1 , o JEGETAIL ALL SWALES IN ACCORDANCE ~ m o TH T T ~ ECON RAC OR WILL WET DOWN THE AREAS TO ASSIST WITH TH F' > ~
1 ~ ~ 4~r~, ~ E ROJECT VEGETATION PLAN ~
OF THE DIVERSION DITCH. ~ (1) 12 GATE VALUE 6s7 ~ , , 6.77 (3.9) -6.66 ~ ~ NORMAL HIGH WATER~PROPERTY LINE IN SEED GERMINATION OR AlD IN GROWTH IN TIMES OF ~ w QTY LINE w z ~o
i (1) MASONARY HE WALL EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE 3 GRASS ~ SWALE -o ~
~ ~ ~ s NOTE: 1 TRASH SCREE v (3~5, X5.0 7 0 CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF NOT lU A ~ ° C2 C2 SC LE o~~,
8 CHE~~K DAM T T 8.70 8.36 ~ \ ~ EX S ING SI E DRAINAGE PATTERNS DIRECT ~ ~ i l v ~ \ ~ Sae GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ~ N
~ CROSS SWAGE STORMWATER RUNOFF TOWARD THE NEUSE C2 C2 ~ ' ; ~ 150± ~ 666 ~ ~ \ ~ EXISTING VET ~ ; lF 1~ 4.5 ~ ~ ~ s - ACHIEVED AT LEAST 95~ COVERAGE OF DISTURBED EXISTING VEGETATION
7 / 1 9.11 ~VC ~ ~ C2 C2 6.7 ~ $Q, a, RIVER. PROPOSED DRAINAGE PATTERNS WILL ~ / ~ ~,3~ ~ ~ ~ ~ ~ _ , 'aQ;~~~: ~ TO REMAIN ~ X w AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY ~ o z
REDIR T T R T T T ~ ~ ~ as- ~ EC S 0 MWA ER RUNOFF 0 HE , ; ~ , , .RACK TO REMAIN THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND m °
z OF GRASS, o ~
STORMWATER POND VIA THE GRASS SWALES - ~ ~ i ~ ~ ~ BOTTOM,, WORK AREA ~ ~
DEPT T . ~A 6.94, 22 OUTLET PROTECTION 7 ~ ~ ; .5 CE D 3 GRASS SWALE ~ ~8.91~_ ~ ~ / . C2 C2 I
C2 C2 ' ~ STORMWATER DETENTION POND , , 7.46 ~ < , , 4 VEGETATION PLAN
85 ~ ~ ~ 8.68 ~ ~ V ~
~ ` SEE ENLARGED VIE SHEET C5 9,~" ~ s as55'23°~ ~s.ia' , q , ~ NOT TO SCALE . ~ C2 C2
~
~ ~ ~ 8,78 ~ ~ 8.95 1 ` / ~ ~ /a o o
l ~ ~ 5 i ~ ~ . ~ ~ ~ •o ~ ° 00 .o, o° °o0 0
~ 8.92 ~ 7-28 ~ 6.47 ~ r~ • 9.07 I • 000 °o °0 ~
aei ~6.5 ~ _ , " ~ i ~ ` " o ° o o°Oo ~ o 0 0 0 o Oo 0 o 0 00 0 00
X6.89 i ~ a93. V ~ ~ i 8.29 ~ 5.54 A ~ PIPE OR SWALE o00 0 0 o
~ a 6.77 9.0 ~ ~ ~ - ~ I s 90 ~ ~ 00 0 Oo
2 SILT F NCE ~ ~ 6.8~ H.P. ~ `v ; I~,~i~f~11~ I~l~~i I~ I~ II FI,1111~,Inl 0
1.85 -{1 C2 C2 300±1` L ~ ; ~ ~ ~ O o I~~ I i!i~'hvl (~11 I~Iti1 4'-6" SIZE AS INDICATED o - '
~ ~ ,9a5 ~ Safi GRASS SWALE a , _f o 0 7
~ ~ 8.90 C2 ~C ~ w~~ 2 FLOW ~ 0 RIP RAP 0 0
~ ~ ~ 8.95 w ~ i 00 0 ~ E l i ii,~~~ 0 O ~
I `O i. A ~ ~ ~ v 0 0 ~ O 0 ~ ~ 000 0 00 ~
w ~ 8.63 - _ _ o a ~ 000 000 0 E-~
~ ~ ~ 6.96 i - ~ s ~ <8,34 ~ ' 0000 0000 O W
I TEMPORARY DREDGE SPOIL AREA. PLAN o 00 0 000 ~
`7I ; i B.SS I +'f ~ ~ IL BE DEWATERED AND I NOT TO SCALE o 00 000 00 ~ ~ 00
I ; . . ~ ~ ~
i~ ~ ~ SPREAD ON SITE. SEE DETAIL 6 `6.62 ~ 6.59 ~ ~ 9a ~ ~ O H
~ THIS SHEET. o~ ~ I( ~.~I ,11~,~'. ( I,I I JJ (J 8 ~ ~i
~v ~ ~ i , ~ ~ ~ PIPE OR SWALE ~ i , ,11~ i i i~ i :(;111
,8.51 n ~ ~ O ~
~ r ` C~_ ' Q J 6 so ~ µ w 2~ j ~ ~ H ~ ~
X8.64 i' ,gyp Q O
5 1 0 8.85 / 8.65 5 A~~~ W .I SIZE AS INDICATED O RIP ~
FLOW ~ RAP W ~ ~ N
='8.70 ~ ~ ~ / ~ J ~ ~ ~ O 00 0 O 0 00000 00000 00
~ a ~ ~ cn ~ / O ~ 000 0 0 00 0 000 ~ O 00 0 00 0 O 4 0 0 00 0000 000 ~ O
/ ~ ~ ~ I~ 0000 000 00 000 00 ~ O 1 ~
9.46 Q ~ i~8.88 O FILTER FABRIC ~ ~
• ~ ~ B.J9 i ~ ~ W DREDGE SPOIL- 14,400 SF @ 1 ~ O , H
~ ~ 8,82 ~ ~ ~ a ~ 6~ ~ 2,0 DEEP = 1040 CY SECTION A-A U~ NOTE: ~
~ 1 . ~ 89 ~4 - _ ~"912 ~ ~ . NOT TO SCALE ~ O 1. PROVIDE AT SWALE & PIPE OUTLETS. (3 EACH) W ~
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE W
972 ~ry~ C1~ ~ - i H - y, ~ i ~ , Q
~9A, nr,. 9,22 ~ v r-7f~ 9Sy - rt ' ~ , ~ l ` ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ' ~ ~ REQUIRED DEPTHS. ~ ~XI TING, ~RA~ L ~ GR ~SS' SUR~A ~
~ 3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES. ~ O
S ~ r' - ~ ~ NOTES: _ ~ - - OVERLAP ALL JOINTS 1-0 . ~
I ~ 6 ~ CROSS SECTION @ FILL AREA IES_ 7 OUTLET PROTECTION ~ ~ 4, RIP RAP SHALL BE 6 1N DIAMETER (AVERAGE) AND ,..e, ~
~ ~ I, 1. VEGETATE SPA < % ~ C2 C2 NOT TO SCALE JEGETATE SPOIL AREA AFTER FILLING ACTIVITIES IN C2 C NOT TO SCALE PLACED IN TWO LAYERS. E-~ O W Q 2
~ - , ~ ~ ACCORDANCE WIl ~ORDANCE WITH THE PROJECT VEGETATION PLAN, SEE ~ ~
~ E T 4 ~ 1039 /~y , ~ ~ ~ , DE AIL ,THIS -AIL 4 THIS SHEET. ~
A 4' 4' 0~ N
T 11.94 NOTES: W
~ GRAVEL CONTROL ENTRANCE ~q 00 0 0
C2 O 0000 11.45 00 00 00 1. SEDIMENT BEHIND THE CHECK DAM
000 0000 000 SHALL BE REMOVED ONCE THE LEVEL
O 0000 0000 0 O 00 0 00 0 00 O 12" LAYER OF #57 STONE IS WITHIN 6" OF THE CENTERLINE
00 0 00 00 00 000 00 00 0000 00 ON UPSTREAM END CREST OF THE DAM.
00 O O 0 00 00 00 OO/~O On 0 00 /~00 O
/r~ r-~On r-~\ /ice r-~Or, ~l L \ //-l ~(-1.-.
tS v0v0v /0U~ 00 ` 0 v0~' 2 SHOULD SCOUR DLVELOP AT THE
A SITE GRADING EROSION CONTROL PLAN 0 0 0000p0090O0OvOv0 0/VA/VA/VA \ 00 00 ;~rr~rr~r 00~~00 DOWNSTREAM END, IT SHALL BE
N 00000 00000 / 0 0000 0 SCALE: 1"=40' 0 OOo 0 FLOW C2C2 O rrrr I1 REPAIRED I GRAPHIC SCALE rr~rr~rr~rr~ 3 IMMEDIATELY.
00 DIRECTION 40 0 20 40 80 7 60
~j\rr\rr,
8 CHECK DAM 3. PROVIDE 12n MIN. FINE GRAVEL C2
C2 C2 NOT TO SCALE PLAN PROFILE ON UPSTREAM END OF CHECK DAM. ( IN FEET )
I inch = 40 ft. 3063C2.DWG

WASH PAD RINSATE RECYCLING SYSTEM 3
`SEE SHEET ('1 FOR LOCATION C3PCI
EXISTING CONCRETE. LANDING �\
i SLAB TO REMAIN
2 WASH PAD ti
/ C3 C3 INTERCEPTOR 50' ZONE 2-NEUSE RIPARIAN
BUFFER LIMIT ' 30' ZONE 2-NEUSE RIPARIAN
/__\_75' CAMA LIMIT BUFFER LIMIT 6.0
(5.85)
i
" 80.0 A5,_ 5.,5 25.0
- PROPOSED NEW (SHEET
/ o" 00 PILE BULKHEAD 'I
Qo
TRE CH TRAIN
C31 C6
DREDGING LIMITS OF PROPOSED
LIFT / LAUNCH BASIN
-7
-6
CD
Qo 7- B
24.0' 1.
00
50.0' 40.0'
O li I��II� i �I�I�I. � VIII I ��..� iII�,�11iI Iiil IIIA
i' �' I � IIII�I bllii�l I III III I IIIIIII� I lij!il' ;i� II III I
(8.0) (5.85) LL
6.0
i
(
i
PRP WO
/ ,- I � ,0 OSED OD
'
SERVICE PIER
/ . EXISTING WOOD DOLPHIN
�j TO REMAIN
I
6
I
/ �.
-2 ---
-�.
A LIFT / LAUNCH PIER & WASH PAD I I AN / i� �_� — —ie"
PROPOSED 10 -SLIP BOAT DOCK
C1 C1 SCALE: 1"=10' L— `� '
,�, SEE SHEET C4 FOR CONTINUATION
I
I
� � I
SEE WASH PAD / TRENCH
DRAIN DETAIL THIS SHEET
/ **% TRENCH DRAIN�� ��
SLOPE: 1/8" PER 1' / SLOPE: 1/8" PER 1' ,� FILL MATERIAL= 133 CY
111; 61
\ T EXISTING GRADE
/ .
PROFILE - WASH PAD & LIFT / LAUNCH PIER SEE APPROACH SLAB /TIE-IN DREDGE MATERIAL=1,040 CY
3 C3 HORIZONTAL SCALE: 1"=10' DETAIL THIS SHEET SHEET PILE BULKHEAD
VERTICAL SCALE: 1"=10' PROPOSED MAXIMUM DEPTF
OF DREDGING = -6.0'
NEW SHEET PILE BULKHEAD - EXISTING SHEET PILE BULKHEAD
TRAVEL LIFT WHEEL ALIGNMENT TOP OF BULKHEAD / PIER ELEVATION = 6.0'
EXISTING GRADE --\\, 19.8 `
- 6
jHIGH WATER LEVEL 0.7±
I
I I 0 NORMAL WATER LEVEL
PROPOSED FINISH I
LOW WATER LEVEL -0.7±
BOTTOM GRADE
I I I
-7
C CROSS SECTION AT LIFT / LAUNCH PIER SEE TYPICAL PIER / PILE
C3 C3 HORIZONTAL SCALE: 1"=10' FRONT VIEW DETAIL THIS SHEET
VERTICAL SCALE: 1"=10'
CONCRETE WASH PAD ���--�``RENCH DRAIN E
i 7�\
�vc
#5 REBAR � \
EACH WAY
� � 1
I 1
I
EXISTING GROUND
i
WASH PAD / TRENCH DRAIN
NOT TO SCALE
00 o� APPROACH SLAB TO MATCH
WASH PAD SLAB ELEVATION
W21X62 STEEL I -BEAM
COMPACT FILL
BEARING SLAB
EXISTING GROUND - -- /
SUPPORT PILE
APPROACH SLAB / TIE-IN
NOT TO SCALE
BOAT DOCK DECKING
NOT SHOWN IN THIS
VIEW FOR CLARITY��.__�
TOP OF BULKHEAD / PIER ELEVATION = 6.0'
v 111 1111 Ill 5-6
ATTnni i nI 1TC-1Fr
STI
WIT
A
DECKING
TRINGER
2x10 GIRDER
HIGH WATER LEVEL 0.7±
0 AVERAGE WATER LEVEL
LOW WATER LEVEL -0.71
J
MAXIMUM WOOD FILE SPACING
SEE TYPICAL PIER / PILE (TYPICAL)
SIDE VIEW DETAIL THIS SHEET
6"X8" TREATED 6X16 STEEL I -BEAM
ole �� END STOP
TIMBER DECKING/ -" 2X6 TREATED
WOOD DECKING SERVICE PIER
ROUND W(JOD PILE
W21X62 STEEL 11 CONCRETE PIER CAP
- - _ 12" CONCRETE/ PILING
Aili
TYPICAL PIER / PILE SIDE VIEW
NOT TO SCALE
3' 6"
1 DECK SECTION
C3 C3 NOT TO SCALE �1
JJS
EVERY
ILE ROW
BRACE
FLUSH
I PILE (TYP.)
I HIGH WATER
)UND TIMBER
I ILE
- - _ MC I AL LkD
INE ET FRoAA.-
TRENCH DRA1►�-J RCMovRBLE STRAINED BASKET
�-I T 1-16" LAP (MIN.)
2 WASH PAD INTERCEPTOR
C3 C3 NOT TO SCALE
SIL Pu
W6X16 STEEL I -BEAM
6"X8" TREATED _ END STOP.� WOOD SERVICE PIER
TIMBER DECKING � �� NOT SHOWN IN THIS
VIEW FOR CLARITY
W21X62 STEEL/- EAIVi \
/ I I -- • ..Y.� i ( 1
i
I I �
it I I i
SII,
I
U i
i
TYPICAL PIER / PILE FRONT VIEW
NOT TO SCALE
CPNTRIF-U
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RECYCON)G S•YSr�M
:NARGE PUMP
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C3 C3 NOT TO SCALE
.GEE
-OCKING
\)OSS
BOVE MHW (TYP)
CONTROL fAN E L
5Y5rEM
�4P
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
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RELEASE FOR PERMITS JCA 10~15~03
CAMA COMMENTS JCA 2~9~04 ~~`~'11~9i; ~~~A1~
<'.'<< ,
.U`u~ c~.a '~;_j_ ND. DESCRIPTION BY DATE _ t,,
- ATTACI I OUTSIDE 4 - U
~ ~ 1 SLAP 2 SLIP 3 ''SLIP 4 SLIP 5 SLIP #6 ' SLIP # I ~ ~ # STRING( R TO PILE Revisions .~r;~`
- 23 23 ~Y WITH (b) 16d NAILS ~ 1/2 16" AP , L (MIN.)
I 2x6 DECKING ~~r~iuii~iiiuii~~"`
~ - _I I I - - I
12"~ PILE EXISTING DOLPHINS ----2x8 STRINGER I
ALIGN FIRST FINGER -I \ V 1. ~ ~ TO REMAIN TYPICAL ~ (TYPICAL i ~ ~ I I ( ) rN I
I ~ ~ ~ ~ ~ i ~ ~ PIER WITH DOLPHIN ,I I ~ _ ~ ~ ~ (2) 3/4" o 0 2x10 GIRDER ~
' I ~ ~ ~ Q ~ - ~ ~ Q 1I ~ o „ Q THROUGH ~
~ ~ I ~ ~ ~ o m 12 ~ PILE 12 ~ PILE I I I ~ = BOLTS O Q ~ ~ cn o ~ w O
o (TYPICAL) TYPICAL) ( 0 - ~ ~ ~ ~ ~ w ~ 2x8 CROSS Q ~ ~ > Q O
o ~ BRACING EVERY O
~ _ ~ 7 40.0 40.0 40.0 30.7' ` 30.7 30. _ ~ 8 BLOCKING ~ ~ z (1) 3/4 THIRD PILE ROW ~ ~ ~ ~ w o C~
~ rl i ~ ' THROUGH @ CROSS ~ ~ CUT BRACE ~
~ i ~ ~ ~ ~ \ I ~ ~ - z BOLTS (TYP) ~ O END FLUSH ~ Q
' od I - - ~ 9 ~ I ~ ~ I ~ o o O W~
1 1 ~ ~ ~ ~ WITH PILE (TYP.) 6 ABOVE MHW (TYP) w
°1 ~ ~ A f- i NORMAL HIGH WATER ~ ~ ~ O W
I i ~ i A ~ ~ ~ ) i a; O~~WE-{ ROUND TIMBER O ~ x ~
~ 'I ~ I I i I I ~ I I'~ I II il~ I; ~i I I li ~I~ i ICI ii ~ i ~I. II i I I P~ d I I
a \ ~ PILE 3-6
SLIP 10 SLIP ~ 7 4.0 SLIP #8 SLIP ~9 # SECTION A-A
e ~ ~ 6.0~ TYPICAL ~ 2 ~,`L ( ) f INGER PIER a ~ I '
TYPICAL OF 4 C4 C4 DECK SECTION 1
a ~ ( ) i ~ C4 C4 NOT TO SCALE
~ ATTACH BLOCKING TO
~ PILE AND STRINGER WITH o
~s ~ (3) 5/8" THROUGH-BOLTS ~ ~
~ 10ea. FREESTANDING PILES TOTAL ' ~ ~ o ~ ~
~o
~ I
c
48 ~ ~ c
W~~N N~
2x10 GIRDER CONTINUOUS w ~~c~
TO END OF FINGER PIER
A ENLARGED VIEW - 10-SLIP BOAT DOCK w ~~zx (6) 16d NAILS ~
C4 C4 SCALE; 1"=20' 2x8 STRINGER ~x _Q EACH END ~
~ ~oz DBL 2x8 °m~o~
LIFT /LAUNCH PIER ~ W BLOCKING ~om~
TIE-IN m o
+6 +s W 2x6 DECKING w W I
n +5 +5 ~ z~ ~ ~
_ _ +4 L ~
__+3 NEW SHEET PILE - +3 - ~ 'j N
BULKHEAD -
TIMBER 3 4 THROUGH BOLT U N ROUND /
0 0-NORMAL WATER LEVEL PILE (1) @ STRINGER
(1) @ GIRDER
-z _2 2 FINGER PIER
_-3 _-3
-4 C4 C4 NOT TO SCALE -4
-5 -5
-6 -6
8' MAX, „
8 4 PILE (TYPICAL) AV TYP. PILE SPACING--~ ~ ALIGN FINGER PIERS WITH PILINGS (TYP.) AVERAGE DEPTH AT
B 10-SLIP BOAT DOCK ELEVATION OU OUTBOARD END OF
C4 C4 SCALE: NOT TO SCALE FIB FINGER PIERS
- 1
DECK SECTION
GRAVEL DRIVEWAY C4 C4 ~
CONCRETE APPROACH EXPANSION JOINT „ 4 ~
I I ~ `n v a ~ ~ ~ , I ~ ~ ,I~. . , 4 " 8 ~
~ ~ ~ ~t tk S 7 , v ~ ~ o w fir{t ~s t ~ „ ~ ~ 4 ~
~ ~ 1 1 ~ ~ ~
I ~ l ~ ~ i CONCRETE BOAT RAMP ~ ~
T R PROPERTY LINE ~ NORMAL HIGH WA E / ~ ~ ~ u`' s~, H . Q
DECK SECTION 1 ~ ~ , ~ _ , . ~ SUBGRADE ABC STONE BASE ~ ~ ~ ~ UBGRADE ~ ~
W_ r O ~ ~ ~
NEW GRAVEL D°RIV WAY ° ~ ~ C4 C4 ~ / ~ ~ S 581000 W -2.5 NORMAL WATER LEVEL ~ .~j , ~ _ s~ f--{ ~i
1 ~ I ,I I I'~ ~ . 3 RECOVERY RAMP CROSS SECTION ~ 8 ~ o n
~l ° I ~ ~ 4 ~ a ~ ~ ~ O ~
~ ~ C4 C SCALE: NOT TO SCALE ~ ~ Q ~ ~ ~ ~
. 3.0 ti ~ C4 C4
o ~ ~ e ~ ~ z ~ ~
~ i 0 w(~P~ ~ ~
~ `~4+40 0+30 0+20 0+10 0 -0+10 -0+20 , o SUBGRADE ~ O ~
-2.7 _ ~ z w W ~
~ . ~ - - n - _ o ~ ~ _ ~ ~ ~
~ ~ ~ ~ O ~ ~ ~ Q ~ ~
QQ ~ ~ ~ Q w w
~ 1 ~ W E-+ Q ~ ~
' S 58°10'00" W ~ Qo °w ~ Q ~ mZ I o ~
0 ~ o cv ~ m w ~ ~ o
zw N , c0 O ~
60,0 20.0 + c~ + z w + ~ I oo ~ ~ ~F-W ' U
QQO.-' Qo
QQo z 30' ZONE 1~ NEUSE RIPARIAN BUFFER LIMIT ~ ~ ;r ~ z w ~ ~ cn cn n- i i i v i w
~~w ~ ~ w 5 ~
75' CAMA LIMIT 50' ZONE 2-NEUSE RIPA AN BUFFER LIMIT
-1%_-- _ - - - - - ~ ~ ~ - E--~ ~ ~ O - _ - ~ ~
AT'PRf~ACfi ~-F~LZbW { ~ F~LZbW E (STING GRAD
C RECOVERY DOCK PLAN qMP ~8 ~
C4 C4 _ - _ _ SCALE. 1 -20 0 F ~
0 FXl _ _ ~
- S~ - _ _ hU NORMAL WATER-LEVEL ~
- - O
~
-5
0+30 0+20 0+10 0+00 -0+10 -0+20 -0+30
0+60 0+50 0+40 0+30
GRAPHIC SCALE
C4 C4 HORIZONTAL = 1"=10' 20 0 10 20 40 80 I I C
4 D RECOVERY DOCK PROFILE VERTICAL = 1"=5'
( IN FEET )
t inch - 20 ft. 3063C4.DWG

I RELEASE FOR PERMITS JCR 10/15/03
2 CAMq C,~MM~.tiI ~~~R z g ~ ~ ~ , <;
A if ,
~~~~~c e L ° f.'.3 _
ND, DESCRIRTI~N BY DATE ~ t::
~ ~Y'
i 1i RevTSTOns ;cs
0 PERMANANT POOL ELEV. = 4.0' 4.5~. I J
~ //n~ylr,n~~innmP,~~~~~~
~I -
TRASH SCREEN
O
O ~ Q i U
1 OUTLET DEVICE I C''J W ~ O Q
EOREBAY C8 C8 O o i _ ~ ,
~ ~ O~ I
~i ~ l~ ~ ~ ~
-3.0 -3.0 N ~ I ~ i ~ ~ ~ I i ~
-2.0 -2.0 i ~ Q' W Q O E-+ W~
-1.0 -1.0 U, i I ~ WW
0.0 0.0 ~W~U W
1.0 1.0 O~~W~
2.0 2.0 (~U~~~
3.0 3.0 ~G~QOQ
~l ~I 1~~ ~(1~ STRAPS 24" O.C. ANCHORED
4.0 6,0~ , IN CONCRETE 9" MIN.
5.0 TRASH SCREEN (TYPICAL OF 4)
6.0 3 REBAR @ 6" O.C. E.W. ~ ~ u~ ~
~ 6.5 PROVIDE 36 DIA. ANTI-SEE C0 1~4" THICK METAL ~ ~
STRAPS 24" O.C. ANCHORED COLLARS CONTINUOUSLY ~
~.9 i , ~ ; TOP OF RISER CREST WELDED TO BARREL ~ ~ ~ RISER CREST = 6.0T IN CONCRETE 12" MIN. 40EF 18" CMP OUTLET PIPE z ~
,i,~ r ' TYPICAL OF 4 @ 20' O.C. ~ ~ 1 ( ) o~ ~ ~
cQ~ U N
~ ~ ~
A ENLARGED STORMWATER POND PLAN W = N
i
C2 C5 SCALE: 1"=10' SEE SHEET C2 FOR RIP RAP OUTLET PROTECTION ~ O X 24" CMP RISER - ~ z Q
REQUIREMENTS
~z~ 1-1~2"~ ORIFICE ~ ~ ~ o
°m ~
W' T - INVER 1 1 2 ORIFICE „ ~ 1-1 2 ORIFICE = 4.0' ~ ~ ~
~ ~ (PERMANANT POOL ELE VANT POOL EEEU ~ ~ ~ ~ ~ ~ w w
~ ~ • ~ ~ z ~ . ~ ~
z INVERT OUT TOP OF G OUT T P = ~ ~ 0 OF CONCRETE 4. ' ~ ~ a ~ ~ 0 ~ ~ ~ N
D .CMP • • ~ ~ ~ ~ ~ N
m ! N 23°32'54" E _ INLET PIPE 3.0 ~
o.
I TOP OF SLOPE HARDWARE CLOTH ANE ARE CLOTH AND ~ ~ ~ U ~ z ~ ~ ® m
~ ~ STAINLESS STEEL STRI ~I .SS STEEL STRAP ~ ~ ~ o
P ~ o~
w ~5' f ~ ~O- z ~ ~
cn 25' WIDE x 12 THICK CONCRETE
w PERMANANT POOL , ~ w 0 4 ANCHORAGE FOR PIPE
~o ~ . R19 1
TOP OF FOOTING = 1.0 FOOTING = 1.0'
ANCHOR 24" CMP RIS~i ~R 24" CMP RISER IN 5'z5'z1.5' ~
49.2' 49.2' CONCRETE SLAB. PLAT ETE SLAB. PLACE CONCRETE ~ ~
INSIDE OE RISER TO E ~ ~ 1 OE RISER TO ELEVATION D '
PROVIDE FIRM AND LE
SUPPORTI EA FOR RISER
- - - ~ A NCRETE ANCHORAGE
~ -
5' SQUARE
65.6' 25.7' POND BOTTOM TTOM
ELEVATION = -3.0' i N = -3.0'
1 POND Ol PON T T ~ D OU LE DEVICE
6 C5 C5 ~`L NOT TO ~ ~ C5 NOT TO SCAEE ~ ~ ~ ~
~ O ~
i` o ~ ~ W
~ O Q
~o°. ~o_
~ ~ ~
i ~ ~ ~
O ~
~ ~
B ENLARGED STORMWATER POND LAYOUT ~ ~
~ ~ ~ ~
C2 C5 SCALE: 1 =10 ~ ~ ~
~ ~ ~
~ ~
~ ~ ~ n
W ~
~ W
~ ~ W
O
~ ~
VEGETATED SHELF
ELEVATION= 4.0 , E~ O W O ~ ~
3 ELEVATION= 3,0
1 PERMANENT POOL ELEVATION = 4.0 ELEVATION= 3.0'
4 1~
6
6' 1 ~ 1 1 ,
FOREBAY ELEVATION= -3.0 POND BOTTOM ELEVATION= -3.0
2 2 2
7
2 STORMWATER DETENTION POND CROSS-SECTION
C5 C5 NOT TO SCALE
GRAPHIC SCALE
10 0 5 10 20 40
C5
IN FEET )
1 inch = 10 ft. 3063C5.DWG

1 RELEASE FOR PERMITS JCA 10 15 03 ~~~~~~.;"1°1101j~-~~o,
LIFT /LAUNCH PIER ~.r ~
WASH PAD INTERCEPTOR 2 CRMA CU,M~'IEN~S 2 y off. , •.~i ~
4" PVC DRAIN L1NE ~ ~ ~ ~'•~~d~_ C O -
N0. DESCRIPTION BY DATE
WASNPAD RINSATE II i~ ~ CHAIN LINK FENCE _ 2 PUC DRAIN PIPE :4
RECYCLING SYSTEM ~ rx x x x x x x
10-SLIP BOAT DOCK
D SEPTIC TANK 3 " „ 2 GATE VALUE ~'''%f~~
C6 C6 LIFT PUMP 24 x WASH PAD r ~~ti~~
x ~ 2 DRAIN.
1-1/2" Pvc sEwER FoRCF MAIN 24~~ I-- PIPE BOLLARD ,
` TYP. F 2 , x ( O
k X CONCRETE BLOCK a `CONTAINMENT DIKE
1-1~4" WATER SERVICE c~
~ ~ X oQ ~
X SLOPE 1 8" PER 1 / c~W Q~
x x x >r x x~ o~~ a
12 ~ o~.
o~ ~ ~a
RECOVERY DOCK ~ ~ ~ ~ ~
1-1 4" WATER BACKFLOW PREUENTER ~ p~ Q ~
FLOMATIC MOD. RPZ 1 - 1-1 2 ~ r-+ I W SERVICE U METER W ~ ~
APPROACH RAMP PLAN W
FLOW TO BOAT DOCKS O ~ W E-,
3 OFFICE, RESTROOMS & ~ ~ FLOW ~ ~ ~ x ~
~ 'h COVERED STORAGE , t ~ rr~ r l!,. ~U~QUQ
~ ~i GATE VALUE GATE VALUE
i,~l~~ ~~~1 ,'1~~ . , , J,,,~, CHAIN LPN `E NCE ,,~,~,/~l ~ ,!1,~,,; PROPERTY LINE ~
j~~~f lll~i ~ ~'Id'' ,,,1, ,,,,i,,,: ~ WITH SOCKING ~GA~
it ~1~~ ~,1; 2 ~11~ Ill!~'~ BACKFLOW PREUENTER ~ NOTES:
C6 C6 1" 1. PROVIDE BACKFLOW PREUENTER AS APPROVED BY THE ~
D ~ UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION ~ o
SEPTIC TANK C01~~f~~TE BLOCK FOR CROSS-CONNEC110N AND HYDRAULIC RESEARCH. ~ ~
5 EFFLUENT PUMP C6 C6 ~C~O~T>41~MENT DIKE NOTES: ~ ~
~ _ 2 1 1 ~2 WATER SERVICE ~ ~ ~ ~ BA 2. BACKFLOW PREUENTER SHALL BE PLACED IN A ~ ~ ~ ~ BACKFLOW PREUENTER z ~
_ ~ C6 C6 NC CONCRETE VAULT. 1. CONTRACTOR SHALL PERFORM LEAK TEST ~ C6 C6 NOT TO SCALE ON SEPTIC PUMP TANK TO a °
s 2 PUC SEWER FORCE MAIN ~ ~
4" CONCRETE SLAB ENSURE EXFILTRATION RATES DO Q N ~
1 HAlMAT STORAGE FRONT ELEVATION EXISTING CONCRETE SLAB NOT EXCEED 20 GALLONS PER Z4 HOURS. ~ ~ N
C1 C6 NOT TO SCALE ~W z~, 2.CONTRACTOR SHALL PROVIDE BACKFILL _
GRADING TO ENS R ~ ~ ° ~ X U E PO.~ITIVE DRAINAGE ~ o
~ z Q OF SURFACE WATER AWAY FROM ~
WATER SERVICE 1 NCSR X1113-OLD CHERRY POINT ROAD SEPTIC ~ PUMP TANK. ~ z ~
~~~c0
1-1~2" TO OFFICE C6 C6 1-1~4" TO PIER AREA 3.CONTROL PANEL SHALL BE PROPERLY ° o ~ m
LABELED INDICATING A 24-HOUR > ~ c~~
EMERGENCY CONTACT. THE CONTACT IS w w r~ ~ z~
A SITE UTILITY PLAN CITY OF NEW BERN WATER & SEWER: ~
C1 C6 SCALE: 1"=100' [phone] ~ ° ~
~ ~ 4. WET WELL VENT SHALL HAVE AWATER- ~ _
PROVIDE RED FLASHING LIGHT FOR
ALARM CONDITION AND AUDIBLE LOCKABLE CONT TIGHT SEAL AT BASIN COUI R AN ~ OCKABLE CONTROL PANEL MOUNTED D SHALL U x w
ALARM WITH SILENCE SWITCH AT REQUIRED Hf EXTEND UP TO A MINIMUM I ® ° z ~T REQUIRED HEIGHT W/HIGH 1EUATION OF m 2 STAINLESS STEEL WET WELL VENT WITH 10.0 FEET. PROTECT VENT ~ ~
LEVEL ALARM & .FUEL ALARM & SILENCER WITH SHRUBS. z BIRD SCREEN. EXTEND HEIGHT TO ELEV. 10.00' o ~
"COUGAR PANEL COUGAR PANEL BY OHIO ELECTRIC. 5.SEPTIC TANK, RISER COVEf~S, AND
ACCESS COVERS SHALL BE WATERTIGHT.
MEYERS S-24 COVER OR APPROVED EQUAL
EMERGENCY CONTACT LABEL 4" PVC DRAIN LINE TO PUMP WIRING INSTAI VENT HOLE CUT IN FIELD 6.SEPTIC TANK SHALL NOT BE PUMPED DRY WIRING INSTALLED IN 3/4"
WA H PA INTERCEPTOR CONDUIT-MIN 18" Bl S D DURING EXCEEDINGLY WET CONDITIONS. )UIT-MIN 18" BURY
BOLT DOWN
6"~ SDR 35 PIPE, SST FASTNERS
COUPLING, & CAP FINISH GRADE (VARIES) 2" 'ADE (VARIES) ~ ~ - ~ ~ ~
2"± BELOW GRADE FLOAT BRACKET / \
~ / \
/ \ JUNCTI N BOX p 1-1 4 BALL VALUE ~ ~
i ~ / STRIlCT. PLASTIC
L 1/2 X1 1/2 Xi/4 „ ~
WITH 1 /2 ~ x 2 LONG LEFT-OUT ROPE 24" I.D. CONCRETE RISER
STUD ~ 2 0, C. CAST IRON METER BOX
SEE SHEET C3 1"~ 1"~ BUTYL R R WITH BALL VALVE AND UBBE
„ SE. FOR LENGTH EDGE OF CLEAR BODY CHECK VALVE SEALANT IN JOINT
4 T~ CONCRETE SLAB TOf ELEVATION ~ ~ TYPI AL ~ ~ 1-1 /4" CLEAR-BODY CHECK U VE ( C ) THRUST 1-1/4" PVC SERVICE
BLOCK
5.0' 6 CLEANOUT CONNECTION
o TEE
4"~ INLET FROM 1.5 ~ .5 . ~ ~ ~ Q ~
RESIDENCE 1/2 EXPANSION = o ~ ~ ~ o m ~ ~
w w
METAL JOINT & SEALANT ~ 1-1 4" CORP RATI ~ 4 / 0 ON STOP
GRATE n w
- #3 SITRRUP ~ 12" O.C. 1-1/4" PUC TEE ~ 0
~ ~
PLAN „ o
"STAY-RIGHT TANK COMPANY Y
4" ~ MODEL PT-20 1600 GALLON W ~ ~ LOW PRESSURE
CAST IRON \ ~ , SEPTIC /PUMP TANK. SEWER SERVICE MAIN ~r ~
METAL GRATE SIZE UARI ES) / ~ ~
RIM ELEVATION=5.85' „ ~ _ HIGH WATER ALARM ~ / ~ a 1 1/4 PVC DISCHA E IPE ,
- ~ - 2.6 _ ~ ~
W PUMP ON SEE DETAIL B THIS SHEET E-+ ~
TANK WIDTH: INSIDE = 62" 3., 3, - 2z1 1/4 REDUCE - 2.5 ~ i~ ~ ~
OUTSIDE = 67" N r ,
12'
PUMP OFF E--; O ~ ~
N 4.. = 1.00 ~ ~
3 STIRRUP 4 ~ PVC O BOTTOM ~
@ 12" O.C. = 0.00 REFERENCE W
INVERT ELEVATION = 4.85 ( ) Q ~ ~ ~ ~
3 127" ~ ~ NOTES:
~ ~ U~
5@4 O.C. 1. PUMP SYSTEM FOR OFFICE AND WASH PAD
NOTE: CONTINUOUS TO BE PROVIDED BY THE CITY OF NEW BERN.
CONTRACTOR MAY PROVIDE MPA 1 2. SEPTIC TANK EFFLUENT PUMP WILL BE
SECTION @ CLEANOUT SUMP 4 INDIVIDUAL S.T.E.P. SYSTEM CO C PREFABRICATED TRENCH DRAIN COMPACT & LEVEL SUBGRADE MAINTAINED BY THE CITY OF NEW BERN.
SATISFACTORY TO ENGINEER C6 C6 NoT To scA~E 3. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM
4. SEPTIC ~ PUMP TANK BOTTOM ELEVATION REFERS TO THE
3 AND CAPABLE OF SUPPORTING TRENCH DRAIN INTERIOR BOTTOM ELEVATION.
THE LOADS IMPOSED. C6 C6 NOT TO SCALE 5. SEPTIC TANK SHALL NOT BE PUMPED OUT DURING
UNUSUALLY WET PERIODS IN ORDER TO PREVENT
n it nrn Tin r.,~~. rn n.. r. n. r.. ~r r~
IHL ~)LrIIU IHINK rKUM ILUHIINU UUI Ur IHL
GROUND.
3063C6.DWG