20040302 Ver 1_COMPLETE FILE_20040301

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March 8, 2004
DWQ# 04-0302
Halifax County
Mr. Mark R. Lee
NC Wildlife Resources Commission
Division of Engineering Services
1702 Mail Service Center
Raleigh, NC, 27699-1702
SUBJECT: Edwards Ferry
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Lee:
You have our approval, in accordance with the attached conditions, to remove the existing concrete boat ramp and
replace it with a two-lane concrete push slab at the Edwards Ferry boat ramp on the Roanoke River in Halifax 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 3376 (GC 3376) which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit
Number 25 or 36 and Regional Permits 197800125 and 197800056 if issued by the U.S. Army Corps of Engineers. 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 and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 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 applicationfor anew certification. If the
property is sold, the new owner must be given a copy of the Certification and approval lettemand 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, as well as the additional condition listed below:
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.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Pre-construction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur; ,
iviwuaci r. caaicy, vvvc.u?.
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
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), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Mr. Mark R. Lee
March 8, 2004
Page 2 of 2
3. 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.
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 which conforms 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 Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Mark Lee, NCWRC, P.O. Box 303, Arapahoe, NC, 28510
040302
4,01 ISSUED FILE C U111
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appllbabk", r "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
[]Section 404 Permit ? Riparian or Watershed Buffer Rules
? S ction 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: ONE
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Wildlife Resources Commission ( Division of Engineering Services
Mailing Address: 1702 Mail Service Center
Raleigh NC 27699-1702
Telephone Number:252-670-4450 Fax Number: 252-249-0226
E-mail Address: surveyor&pamlico net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mark R. Lee
Company Affiliation: N.C. Wildlife Resources Commission (Eng. QfiVJflSprMfesd
Mailing Address: P.O. Box 303
Arapahoe NC 28510 Ni®
Telephone Number: 252-670-4450 Fax Number: 252-249-62N L1 I Y OLU I NON
E-mail Address: [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Edwards Ferry
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 11-02467
4. Location
County: Halifax Nearest Town: Scotland Neck
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Intersection of NC 903 US 258
In Scotland Neck along US 258 for 6.5 miles to Bridge over Roanoke River area is on right.
5. Site coordinates, if available (UTM or Lat/Long): N36^12.463' W77^23.077'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 4.0 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Roanoke River
8. River Basin: Roanoke
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: One lane concrete boating access area with a gravel parking
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
RemoveinQ existing concrete ramp and replaceing it with a two lane concrete push slab.
To double the access to the Roanoke River
11. Explain the purpose of the proposed work:
To relive over crowding of the boating access area during Striper fishing season.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts:
No impacts should acure ramp will be replace with a conc push slab that will pour beyond mean
High water mark and pushed into place with bulldozer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leases pecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-%16, or online at
www.uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] o review current thresholds for environmental documentation.
Yes ? No F
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )? 11 Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page t 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
1.2 ACRES OF EXISTING GRAVEL PARKING & CONC. RAMP. 1.5 ACRES OF
GRAVEL PARKING & CONC. RAMP BEING IMPERVIOUS AT PROJECT COMPLETION.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DW etland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No E?K
Is this an after-the-fact permit lication?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

/ c -
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

North Carolina Wildlife Resources Commission
Division of Engineering Services
FILE COPY
Edwards Ferry Access Area
Renovations and Improvements
Drawing Index
Sheet l: Existing Site Plan
Sheet 2-3: Proposed Site Plan
Sheet 4: Cut and Fill Plan
Sheet 5: Parking Layout
Sheet 6: Concrete Push Slab
Sheet 7-9: Concrete Abutment
Sheet 10-11: Wooden Floating Dock
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NOTES:
1. All Elevations Relative to
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2, Site Area: 4.0 Acres
3. No Wetlands Are Present
on Construction Site
North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
MR, Lee
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File Extension:
MR, Lee November 15, 2003 Sheet:
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Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
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1200 CUBIC YARDS TO BE CUT FROM RAMP
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Notes:
1) Post & Cable
Need:
1,245 Linear Feet of Cable
210 6" s6" Salt Treated Wooden Post
2) Handicap Parking
Need:
15.0 Cubic Yards Conc.
3) Parking
Need:
42 Conc. Parking Curbs
North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
M.R. Lee edwards[erry.dwg
Desi n B v, Fite Extension, 5
M.R. Lee December 17, 2003 Sheet;
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North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
M.R. Lee
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File Extension:
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2"x4" STUDS
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AT EACH CORNER
NOTE: DRILL HOLES
AFTER TACKING
WHALERS TO THE FORMS.

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THE LOCATION OF THE 2"x 4"'S
NEAR THE FOLLANSBEE PART WD-TM
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North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and improvements
M.R. Lee Vob Drawings\Dock
Cross-section 10,07.02.2.dwg
)esien Bv: File Extension:
M.R. Lee December 7, 2003 Sbee
)raven By: Date:
NOTES
Concre
utment
1. ALL DOCK HARDWARE TO BE HOT DIPPED
GALVANIZED STEEL EXCEPT AS NOTED BELOW
2. CONNECT FLOATING UNIT TO ABUTMENT
WITH:
3/4" STAINLESS STEEL HEX HEAD BOLTS
AND NYLON LOCK NUTS
3. WD-TM SINGLE "T" MALE CONNECTORS ARE
TO BE PLACED ON THE CONCRETE ABUTMENT
WD-TF SINGLE "T" FEMALE CONNECTORS
ARE TO BE PLACED ON THE FLOATING DOCK
SECTION AS ILLUSTRATED.
4. THE WD-TM CONNECTORS SHOULD BE ATTACHED
TO THE ANCHOR BOLTS ON THE OUTSIDE OF
FORM WORK TO ENSURE FIT AFTER FORM REMOVAL.
5 AN INTERNAL VIBRATOR SHOULD BE USED TO
CONSOLIDATE CONCRETE.
6. CONCRETE SHALL BE A DESIGN MIX OF 3500
PSI MIN. WITH A MAX. SLUMP OF 5".
MAX. AGGREGATE SIZE TO BE 314".
7. AFTER FLOATING CONCRETE, PROVIDE A BROOM
FINISH ON TOP SURFACE.
8. PLACE 314"X 3/4" CHAMFER STRIPS INSIDE
THE FORM WORK SO THAT THE FOUR VERTICAL
CORNERS AND THE TWO HORIZONTAL TOP EDGES
ARE CHAMFERED, AS SHOWN ON SHEET 3 OF 3.
9. ENSURE THAT ANCHOR BOLTS ARE SECURED
SUCH THAT THEY WILL REMAIN ALIGNED
DURING CONCRETE POUR. THEY SHOULD
BE FASTENED TO THE FORMS WITH NUTS PLACED
AND TIGHTENED ON BOTH SIDES OF THE FORMS.
North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
M.R. Lee Uob Drawings\Dock ^
Cross-section 10.07.02.2.dwg u[
1esian Bv: File Extension:
M.R. Lee December 7, 2003 S6ee
lrawn By: Date:
I - -61 1
Concrete
ADD VERTICAL PIECES OF REBAR
AT EACH INTERSECTION AROUND
THE PERIMETER.
112" DIA. GALVANIZED
4" STEEL ANCHOR BOLT
"
F4
16"
4"J 6"J
NOTE:
SUPPORT LOWER REBAR
i tment
NOTE:
REBARS NOT SHOWN
IN THIS VIEW
F 4-3/8"
GRID WITH CONCRETE ANCHOR BOLT DETAIL
CHAIRS
1-1/2" (min.-IF_
U L„
1 s" 2
MALE OR EQUIVALENT.

North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
M.R. Lee U°bDrawings\Dock ^
Cross-section 10.07.02.2.dwg lu
)esian Bv: File Extension:
M.R. Lee December 7, 2003 Shee
)yawn B : Date:
VV L-iin oil IV .
Notes;
1) All dock lumber to be pressure treated
with 0.4 CCA retention or greater.
2) Timber piles are to be pressure treated
with 0.8 CCA retention or greater.
3) All connectors to be galvanized coated.
Concrete
Abutment
Plan
6 Floating Dock Sections
North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
M.R. Lee
>esi B : edwarasferry.dwg
File Extension: 1 0
j
M.R. Lee December 7, 2003 Sheet:
hawn B : Date: 1
I
0 10 20
1 "=10'
Floating Doc
2" x f" F,dgewke
Flatwise
s
GALVENIZED NAILS ?

r r r r

4'x Y x 18" Poly-Floats
North Carolina Wildlife Resources Commission
Division of Engineering Services
Edwards Ferry Boating Access Area
Renovations and Improvements
M.R. Lee edwardsferry.dwg 11
Design Bv: File Extension:
M.R. Lee I December 7, 2003
11
0 4' 8'
1" = 4'
Floating Dock
Cross Sections
-r n v u "i i,i5vi,3