20030629 Ver 1_COMPLETE FILE_20030522

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NCDENR
North Carolina Department of Environment and Natural Resource:
Division of Coastal Management
D3-06ZI
63Mz/
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
July 11, 2003 ?q ,??t
CERTIFIED MAIL Y1E LA DS/1 GR V
RETURN RECEIPT REQUESTED .
JUL 1 5 2003
William Berry, Keech, Jr.
7201 Free Union Church Road
Pinetown, NC 27865
Dear Mr. Keech:
vVATER QUAUTY SECTION'
This letter is in response to your application request under the Coastal Area Management Act (CAMA) and
state dredge and fill law to excavate an access channel and a 7-slip upland basin; install a boat ramp; construct a
dock around the basin perimeter; install two riprap groins on each side of the entrance channel; install riprap along
the shoreline; and install 16 RV campsites on site your property off SR 1149 adjacent the Pungo River near
Scranton, Hyde County, NC. Processing of the permit application, which was received by the Division of Coastal
Management's Washington office on May 12,2003, is ongoing.
During the multi-agency review of this permit application; the NC Division of Water Quality (DWQ), 401
Wetlands Certification Unit, by way of the attached July 7, 2003, correspondence has determined that additional
information is needed to properly review your proposed project. Please provide this office with a copy of the 401
Certification for this project.
You will be given three working days to respond to this request for additional information from date of
transmittal of an e-mail or fax, or five working days from date of mailing. If you provide the copy of the 401
Certification within the required time, DCM staff will resume processing the application and the processing clock
will not be suspended.
If you have any questions concerning these matters, please feel free to contact me by telephone at (919)
733-2293, extension 240 or email me at [e-mail].
Sincerely,
-?
Je Schaffer
Assistant Permits & Consistency Coordinator
cc: Steve Trowell - DCM, Washington
DCM, Morehead City
John Domey, DWQ Wetlands/401 Unit t
Hood Richardson, 110 West Second Street, Washington, NC 27889
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: hftp://www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer-50% Recycled \ 100% Post Consumer Paper
"*
QG
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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
July 7, 2003
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
William'Be ; Jr_%"& Sally Brooks Keech
7201 Free Union Church Road
Pinetown, NC 27865
Subject Property: Harry Brooks, Sr. Farm Project, SR1149, Sladesville, NC
Pungo River [03-03-07, 29-34-(12), SB NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Dear Mr. & Mrs. Keech:
DWQ Project No. 03-0629
Hyde County
Page 1 of 2
On May 22, 2003, the Division of Water Quality (DWQ) received your application to impact wetlands, waters and
protected riparian buffers to construct the proposed RV campground and boating access facility. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ
will require additional information in order to process your application to impact protected wetland, streams and/or buffers
on the subject property. Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0508 and 2B .0259(8) and will place this projection hold
as incomplete until we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information:
1. Buffer Establishment around Basins
New boat basins (such as the one you are proposing to construct) are considered by the DWQ as a modification of
the existing shoreline. As such, a 50-foot buffer that meets the requirements of Sections (4) and (5) of 15A NCAC -
02B .0259 must be established around the newly created shoreline / basin. All associated upland development (e.g.,
parking areas, septic systems, buildings, camping sites, etc.) and any new impervious surfaces shall not be located
within the newly established buffer or any existing protected buffers. Your do not depict the establishment of these
buffers and show development within 50 feet of the basins. Please establish a buffer around the basin, move all
proposed development greater than 50 feet from the basin and submit new plans to this office for our review. Water
dependent structures (such as the boat launch ramp) and pedestrian access paths may be allowed.
2. Riprap / Stone Groins enclosing Coastal Wetlands
Your plans depict riprap/stone groins enclosing CAMA marsh/coastal wetlands. This is typically not allowed. Please
revise your plans to avoid enclosing the CAMA marsh/coastal wetlands or provide additional justification for the need
and purpose of the riprap/stone groins in this area.
3. Ditches
Your plans depict "6'WIDE Ditch(es)" discharging into the proposed boat basin. The buffer rule requires that a
stormwater shall be directed to flow in a diffuse manner at non-erosive velocities through the entire protected streai
buffers without re-concentrating (15A NCAC 02B .0259(5)). Please provide a stormwater management plan for th
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetiandst
Pam kof 2
project that specifies all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through
the protected buffers as described above will be achieved.
Please respond within three weeks of the date of this letter by sending this information to me in writing and Tom Steffens
of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will assume that you no
longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call Mr. Bob Zarzecki at 919-733-9726 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
cc:
mey,
Unit, DW
Hood Richardson, 110 West Second Street, Washington, NC 278 9
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
.tt n ??`: ?? 2003
R4M
DWQ030629
July 7, 2003
bz

IN REPLY REFER TO
Regulatory Division
Action ID No. 200310626
03-641q
ag 3 z
JUt
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
July 7, 2003
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dear Mr. Huggett:
MI&HQUAL
OT
Reference the application of William B. Keech for a Department of the Army (DA) permit
to excavate an access channel and boat basin, place rock riprap material along the shoreline, and
construct a boatramp, dock, and groins, on property located off State Road 1149, adjacent to the
Pungo River, near Scranton, in Hyde County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the application
and your field investigation report.
We recommend that the following conditions be included in the State authorization:
All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit.
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized,
or if, in the opinion of the Secretary of the Army or his authorized representative, said structure
or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate,
or alter the structural work or obstructions caused thereby, without expense to the United States.
No claim shall be made against the United States on account of any such removal or alteration.
3. No vegetated wetlands will be excavated or filled.
4. Excavation will not exceed - 3 feet below the elevation of mean low water (MLW).
p,._ JIL
-2-
5. The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands are not authorized.
6. The fill material will be clean and free of any pollutants except in trace quantities.
Metal products, organic materials, or unsightly debris will not be used.
7. No attempt will be made by the permittee to prevent the full and free use by the public
of all navigable waters at or adjacent to the authorized work. Use of the permitted activity must
not interfere with the public's right to free navigation on all navigable waters of the United States.
8. The permittee will maintain the authorized work in good condition and in conformance
with the terms and conditions of this permit. The permittee is not relieved of this requirement if
he abandons the permitted activity without having it transferred to a third party.
9. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
V4."*4
Raleigh Bland, P.W.S.
Regulatory Project Manager

-3-
Copies Furnished:
Mr. John Dorney
Water Quality Section
ivision of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
OF WAT?9 Michael F. Easley, Governor
O? QG William G. Ross Jr., Secretary
9 North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E. Director
- I Division of Water Quality
o ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 11, 2003
DWQ Project No. 03-0629
Hyde County
Page 1 of 2
William Berry, Jr. & Sally Brooks Keech
7201 Free Union Church Road
Pinetown, NC 27865
Subject Property: Harry Brooks, Sr. Farm Project, SR1149, Sladesville, NC
Pungo River [03-03-07, 29-34-(12), SB NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Tar-Pamlico River
Buffer Protection Rules (15A NCAC 2B .0259) with ADDITIONAL CONDITIONS
Dear Mr. & Mrs. Keech:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact approximately 0.61 acres of waters and approximately 0.5 acres of protected riparian buffers for the
purpose of installing riprap/stone groins along approximately 2,300 feet of shoreline and dredging an access channel at
the subject property, as described within application including revised plans sealed by Hood L. Richardson, PE on July
22, 2003 and received by the Division of Water Quality (DWQ) on July 28,, 2003. After reviewing your application, we
have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water Quality
Certification Number(s) 3351 (GC3351). The Certification(s) allows you to use Regional General Permit(s) 1980000291
when issued by the US Army Corps of Engineers (USAGE). This letter shall also act as your approved Authorization
Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Control, Non-discharge, and CAMA 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 and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, 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 any additional conditions listed below.
Conditions:
• Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwebands
Page 2 of 2
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Tar-
Pamlico riparian buffer protection rule as described within 15A NCAC 213.0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Attachments: Certificate of Completion
GC 3351
V
P.E.,
or
cc: Hood Richardson, 110 West Second Street, Washington, NC 27889
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
DW Q030629
Date: September 11, 2003
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MEMORANDUM
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TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WO Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name William Berry Keech, Jr. County Hyde
Project Number 03 0629 County2
Recvd From DCM Region Washington
Received Date 5/22/03 Recvd By Region
Project Type excavation of Channel for recreational activity
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req. CAMA Waters PT @N F 29-34-(12) SB NSW 30,307. 12.10 ?- ?-

Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
HOLD: Plat shows rip rap along south shoreline enclosing CAMA Marsh. Not allowed
If permitted as shown, new basin has 50' buffer around the new perimeter, no development allowed,
around basin except access to water dependent structure, we launch ramp. 6' wide ditches (existing
or to be built?) that daylight into boat basin channel not allowed,
cc: Regional Office
Central Office Page Number 1
401 comments
?. ' 7
Subject: 401 comments
Date: Mon, 25 Aug 2003 08:12:30 -0400
From: Tom Steffens <[e-mail]>
To: Cyndi Karoly <[e-mail]>, Bob Zarzecki <[e-mail]>,
mike horan <[e-mail]>
the following comments have been entered into the file pro system. one
has no tracking numbers yet that I could find, see below
proj name rew date type rec reg comments
03-0838 Ola Oyefusi 22-Aug 401 3-Jul Hold -applicant has to justify
need for bulkhead
03-0962 Trish Sugarek 22-Aug 401 13-Aug Hold - applicant to provide
following info" copy of septic permit, deed, and plat showing buffer &
CAMA lines to qualify for general variance
03-0819 Calvin Osborne 22-Aug 401 14-Jul Issue w/cond- applicant must
stay Win .1 acre
03-0837 J. Mel Reid 22-Aug 401 15-Jul Issue w/ cond- applicant must
stay Win .1 acre
03-0804 Clarence Gibbs 22-Aug 401 7-Jul Issue n/c
03-0864 Harry Schiffman 22-Aug DCM 7-Jul HOLD applicant has to explain
plug
03-0831 Henry Russell Grant 22-Aug 401 17-Jul Issue w/cond- culvert
must be installed under road
03-0629 William Berry Keech Jr. 22-Aug DCM 5-Aug Issue n/c
03-0899 Franklin D. Williams 22-Aug DCM 16-Jul Issue n/c
03-0900 Willam D. Reynolds 22-Aug DCM 16-Jul I Issue n/c
03-0917 Currituck Co. Southern Park 22-Aug DCM 24-Jul Issue n/c
03-0878 Teresa B. and E.L. Banks 22-Aug 401 21-Jul HOLD Applican mnust
provide current copy of current septic permit
03-0868 Horace Ward 22-Aug DCM Issue n/c
03-1007 Denny Hardy 22-Aug 401 19-Aug Issue n/c
Redco Properties LLc pob 277 Kinston NC isolated
wetland permit - Issue n/c
questions or commenta call or write
tomsa
1 of 1 8/25/03 10:09 AM
(A
Date: 7-2!8-0'5
To: ? ARO
? FRO
? MRO
(? RRO
Triage Check List
Project Name: Q 01! VW -1?0 Ver c-1.
Mike Parker
Ken Averitte ?
Alan Johnson ?
Steve Mitchell
From: (Q ? %V -
DWQ#: s2 3 - 0Co a5
County:+-
WaRO Tom Steffens
WiRO Noelle Lutheran
WSRO Daryl Lamb
Telephone : (919) '133- t
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
E' Minimization/avoidance issues
Et Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
DQ Mitigation Ratios
? Ditching
? l Are the stream and or wetland mitigation sites available and viable?
[9 Check drawings for accuracy
? Is the application consistent with pre-application meetings?
® Cumulative impact concern
Comments:

-ems *l0
[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
July 24, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTEDWET'Afi1 CROUP
7002 0860 0004 30791944
JUL ? r• Cu;;J
Mr. John Domey
Wetlands/401 Unit
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
NATERQUALITYSECRON
Re: Your Letter Dated July 7, 2003
Harry Brooks Sr. Farm Project
SR 1149, Sladesville
Pungo River (03-03-07,29-34-(12) SB NSW
Request for More Information
Dear Mr. Domey:
Enclosed is the requested information.
7 V ly our ,
od L. Richardso , PE, PG, PLS
H LR/sab
Cc: Mr. Steve Trowel, Washington Regional Office
05- D(f r l
[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists 'NUL?y?D81401 MOUF
110 West Second Street ess
Washington, North Carolina 27889 2 2003
July 21, 2003 VVATERQUALITYSECTIQN
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7002 0860 0004 30791913
Mr. John Domey
Wetlands/401 Unit
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Your Letter Dated July 7, 2003
Harry Brooks Sr. Farm Project
SR 1149, Sladesville
Pungo River (03-03-07, 29-34-(12) SB NSW
Request for More Information
Dear Mr. Domey:
Mr. and Mrs. Keech have directed me to notify you that we are in the process of
providing the additional information relating to the 401 Certification.
Mr. & Mrs. Keech desire that the permitting process continue until permits are issued.
Very truly y rs,
ood L. Richardson, PE, PG, PLS
H LR/sab
Cc: Mr. Steve Trowel, Washington Regional Office
W Ar?R Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
Q? 7 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
July 7, 2003
DWQ Project No. 03-0629
Hyde County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
William Berry, Jr. & Sally Brooks Keech
7201 Free Union Church Road
Pinetown, NC 27865
Subject Property: Harry Brooks, Sr. Farm Project, SR1149, Sladesville, NC
Pungo River [03-03-07, 29-34-(12), SB NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Dear Mr. & Mrs. Keech:
On May 22, 2003, the Division of Water Quality (DWQ) received your application to impact wetlands, waters and
protected riparian buffers to construct the proposed RV campground and boating access facility. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ
will require additional information in order to process your application to impact protected wetland, streams and/or buffers
on the subject property. Therefore, unless we receive the additional information requested below, we will have to move
toward denial of your application as required by 15A NCAC 2H .0506 and 2B .0259(8) and will place this project on hold
as incomplete until we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information:
1. Buffer Establishment around Basins
New boat basins (such as the one you are proposing to construct) are considered by the DWQ as a modification of
the existing shoreline. As such, a 50-foot buffer that meets the requirements of Sections (4) and (5) of 15A NCAC
02B .0259 must be established around the newly created shoreline / basin. All associated upland development (e.g.,
parking areas, septic systems, buildings, camping sites, etc.) and any new impervious surfaces shall not be located
within the newly established buffer or any existing protected buffers. Your do not depict the establishment of these
buffers and show development within 50 feet of the basins. Please establish a buffer around the basin, move all
proposed development greater than 50 feet from the basin and submit new plans to this office for our review. Water
dependent structures (such as the boat launch ramp) and pedestrian access paths may be allowed.
2. Riprap / Stone Groins enclosing Coastal Wetlands
Your plans depict riprap/stone groins enclosing CAMA marsh/coastal wetlands. This is typically not allowed. Please
revise your plans to avoid enclosing the CAMA marsh/coastal wetlands or provide additional justification for the need
and purpose of the riprap/stone groins in this area.
3. Ditches
Your plans depict "6'WIDE Ditch(es)" discharging into the proposed boat basin. The buffer rule requires that all
stormwater shall be directed to flow in a diffuse manner at non-erosive velocities through the entire protected stream
buffers without re-concentrating (15A NCAC 02B .0259(5)). Please provide a stormwater management plan for this
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
project that specifies all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through
the protected buffers as described above will be achieved.
Please respond within three weeks of the date of this letter by sending this information to me in writing and Tom Steffens
of the DWQ Washington Regional Office. If we do not hear from you within three weeks, we will assume that you no
longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call Mr. Bob Zarzecki at 919-733-9726 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
Sincerely,
cc:
rn 1
etlands/401 Unit, DW
Hood Richardson, 110 West Second Street, Washington, NC 278 9
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
DWO030629
July 7, 2003
bz

Subject: Re: tartdies
From: Tom Steffens <[e-mail]>
Date: Thu, 03 Jul 2003 12:47:40 -0400
To: Bob Zarzecki <[e-mail]>
imap://bob.zarzecki%40dwq.denr.ncmail.net @nplex Lncmail.net:143/..
,a I 4*8!?CX4:'k
I just put my comments on Keech in to File pro,,,echos what you have just
said.
Bailey marina a very contoversial project, this is an addition to a previous
project we rejectedbecaus eit was too big and impacted PNAs, shellfish, and
others, so they submitted it piecemeal. they broke it up into two separate
projs. I don't have th epaper work, but suggest we HOLD for further review
if there is a way. I think the other agencies may have something to say
(DMF). This is a Basnight special
Suggestions?
Bob Zarzecki wrote:
Tom:
030629 Keech - 16-Unit Camper/RV Camp, boat ramp, bulkhead, stone
shoreline stabilization, jettys, and a boat basin... shoreline
stabilization looks ok...Pungo River, Tar-Pamlico Basin ...did not
propose to establish new buffer around proposed basin... parking area,
access drive, septic (right at 50 feet) and "future development" w/n 50
feet of boat basin.... recommend sending back for more information
regarding establishment of buffer around basin... talk to Steve Trowell
he sent a memo to you and Jim on May 20, 2003...
030396 NC Seafood Industrial Park (Bailey marina) - 28-slip marina, boat
ramp, parking area, wave attenuator ... looks like an expansion to an
existing facility... located end of Harbor Road (SR1140),
Wanchese...Frank Jennings, III submitted on March 26, 2003...I don't
have a recommendation ... you guys need to look at this one (no buffers)
- Bob
Tom Steffens wrote:
Bob,
I don't have the tardies, Keech and seafood industrial pk..at least not
locatable. I cleaned my boxes and fixin to submit to mike and cyndi and
you my comments on all the apps.
call and page
toms
Tom Steffens <[e-mail]>
Environmental Specialist II
DENR/DWQ/WaRO
.401 Wetlands
1 of 1 7/3/03 12:51 Plv
rl-- NDUM
John Dorney Regional Contact: tom steffens
Non-Discharge Branch WO Supervisor: Roger Thorne
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name William Berry Keech, Jr. County Hyde
Project Number 03 0629 County2
Recvd From DCM Region Washington
Received Date 5/22/03 Recvd By Region
Project Type excavation of Channel for recreational activity
Certificates Stream
Permit ..Wetland Wetland Wetland ' Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. 'Req.
LAMA Waters O Y O N 29-34-(12) SB NSW 30,307. 12.10
F ___F_ P7 _0N (^_f _I,-fir-f -F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
HOLD: Plat shows rip rap along south shoreline enclosing CAMA Marsh. Not allowed.
If permitted as shown. new basin has 50' buffer around the new perimeter
no development allowed

around basin except access to water dependent structure ,
,
ie launch ramp. 6' wide ditches (existina

or to be. built?) that daylight into boat basin channel not allo _
wed,
cc: Regional Office
Central Office Page Number 1
Y
imap://bob.zarzecki %40dwq.denr.ncmail.net @ nplex l .ncmail.net:143/..
Subject: 401 comments
From: Tom Steffens <[e-mail]>
Date: Thu, 03 Jul 2003 12:54:06 -0400
To: Cyndi Karoly <[e-mail]>, Bob Zarzecki <[e-mail]>, mike horan
<mike. horan @ ncmail.net>
The following have ben entered into File pro. The 4 projects on the
bottom did not have Vs that I could find, but here are the comments.
proj name rew date type rec reg comments
03-0166 John Geewax 21-Jun 401 24-Apr Issue n/c
03-0622 David Purifoy DCM 22-May Issue n/c
02/---/1925 Belle Oaks SID 401 27-May Issue w/con- Deed restrictions
required on lots with 404 delineations
03-0653 Staff NCO Club MCAS 401 11-Jun Issue n/c
02-1650 NC Parks and Rec - US17 Visitors Center (mod) DCM 9-Jun
Issue n/c
03-0700 Camp Leach Estates/ HOA DCM 9-Jun Issue n/c
03-0776 Alice Redding DCM 24-Jun Issue n/c
03-0868 City of Elizabeth City DCM 9-Jun Issue n/c
03-0760 Tom Bruno 401 30-Jun Isuue n/c
03-0613 Dare Co Well Site 401 22-May Issue n/c
03-0687 L.S. mary Wright DCM 30-May Issue n/c
03-0166 Johnn Geewax DCM 30-May* Issue n/c
03-0629 William Berry Keech Jr. DCM 20-May HOLD: Plat shows rip
rap along south shoreline enclosing CAMA Marsh. Not allowed.
If permitted as shown, new basin has 50, buffer around the new
perimeter, no development allowed, around basin except access to water
dependent structure, ie launch ramp. 6' wide ditches (existing or to
be built?) that daylight into boat basin channel not allowed
Wade Cooper DCM Issue n/c
Harvey Wagner DCM Issue n/c
Douglas E.Alexander DCM Issue n/c
R. V. Owens III DCM Issue n/c -------note: this is a new project on a
site listed in File pro that says no 401 needed which it didn't at that
time. But the CAMA has us looking at it anyway.
? or comm .....call or write
toms
Tom Steffens <[e-mail]>
Environmental Specialist II
DENR/DWQ/WaRO
.401 Wetlands
1 of 1 7/3/03 12:56 PM

MEMORANDUM
TO:
FROM:
DATE:
SUBJECT:
Applicant:
Project Location:
Mr. John R. Dorney, Environmental Biological
Division of Water Quality Supervisor
Doug Huggett
Major Permits Processing Coordinator
20 May 2003
CAMA/Dredge and Fill Permit Application Review
William Berry Keech, Jr.
J-t.
Off SR 1149 (Montgomery Road) on the East side of the Pungo River in
Hyde County, near Scranton, North Carolina
Proposed Project: Applicant proposes to excavate a 40' wide x 150' long access channel (50'
below NWL and 100' in uplands) to a 210' long x 100' wide upland boat
basin with seven slips and a 12' wide x 25' long boat ramp. A 4' wide x
568' long dock is proposed around the perimeter of the proposed boat
basin. The applicant proposes two 20' wide x 50' long riprap groins, one
on either side of access channel in the Pungo River, and 10 - 5' wide x 25'
long riprap groins along 2,350' of shoreline proposed to be stabilized with
raprap with an average alignment 9' waterward of the NWL. The proposed
boat ramp and boat basin are to provide water access for 16 proposed RV
camp sites.
Please indicate below your position or viewpoint on the proposed project and return this form by
10 June 2003. If you have any questions regarding the proposed project, please contact Steve
Trowell at 252-946-6481, Extension #291. When appropriate, in depth comments with
supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended
changes are incorporated. See attached.
This office objects to the proposed project for reasons described in the
attached comments.
Signed Date
MEMORANDUM
TO: Jim Mulligan
Tom Steffens
FROM: Steve Trowell_:S7--
DATE: 20 May 2003
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
PROJECT LOCATION: Off SR 1149 (Montgomery Road) on the East side of the
Pungo River in Hyde County, near Scranton, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit for William
Berry Keech, Jr., which was received by me on 12 May 2003. I am considering this
application complete, have acknowledged receipt, and begun processing.
If you have any questions do not hesitate to contact me.
ATTACHMENT
ST/sg

TYPe
FEE
' ':.. ....
`-
1430016014351000931625 6=) 43001602 435100095 2341)
L. PfNete, non-oomrnerraal _
development that does not invda
the b'ft or excavationof any . S250 . 100% MM) OX (SO)
wetlands or open water areas:
IL 'Public or commerral development
that does not irw ve the mg or .:
eu? of ary wets or open .
waterarear - $400 _ 1007. (S400) D% (SD)
lll. Fordevelopmetd ftad in"
the
fiffmy arhd/ai emaava5ai of up to 1
acre of wetlands and/or open water
areas, defem 'UAB, C, or D
111(4 Far Private, non-commercial
development H General water Quality 5250 100% (5250) 0%(SO)
Certification No.3301(see attactw4
can be applied:
111(Bx For pubk or commercial
developnunt N General water Qtratdy
5400
100• (5400)
0% (SO)
Certification No.3301(see attached)
can be applied:.
111(C) If General Water Quality
Certification No. 3301 (see attached)
could be applied. but DCM staff
determined that additional review and $400 60% (5240) 40%($160)
written DWQ connamence is needed
because of concerns related to water
quality or aquatic life:
lllpD NGene ralWater Qualify
Certification No. 3301 (see attache S400 60%(S240) 40% (5160)
can not be applied:
M For development that involves
the filling and/or excavation of more
$475
60,
?, (52E5)

40°? (5190)
than one acre of wetlands andlor
open water areas:

W
A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Mr. William Berry Keech, Jr.
2. LOCATION OF PROJECT SITE: Off SR 1149 (Montgomery Road) on the east side of the Pungo River
in Hyde County, near Scranton, North Carolina.
Photo Index - 2000: 118-1436;T-22 1995:118-1282;V-17 1989:2-91-5;1-10
State Plane Coordinates - X: 2,729,800 Y: 648,600
Belhaven Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Date of Site Visit -13 August 2002
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 12 May 2003
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Hyde County
Land Classification From LUP - Rural (High Ground)/Conservation (Water)
(B) AEC(s) Involved: EW, ES, PTA, PTS
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned, - 2-Septic tanks with 2-drain fields
(F) Type of Structures: Existing - None
Planned - 16 RV campsites, upland boat basin, boat ramp, dock, riprap
groins, riprap shoreline
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands N/A N/A N/A
(B) Non-Vegetated Wetlands 2,000 ft2 (Access 3,250 ft2 (Stone Groins)
Pungo River bottom Channel) 21,150 ft2 (Riprap)
(C) Other 4,000 ft2 (Access ±440,000 ft2
Upland Channel) 21,000 ft2 (Spoil disposal) 55,860 ft'
(Boat basin) (Gravel drive and parking)
(D) Total Area Disturbed: 526260 ft2 12.1 ac..
(E) Primary Nursery Area: No
(F) Water Classification: SB NSW Open: Yes
8. PROJECT SUMMARY: Applicant proposes to excavate a 40' wide x 150' long access channel (50'below NWL and
100' in uplands) to a 210' long x 100' wide upland boat basin with 7 slips and a 12'wide x 25' long boat ramp. A 4'
wide x 568' long dock is proposed around the perimeter of the proposed boat basin. The applicant proposes two 20'
wide x 50' long riprap groins, one on either side of access channel in Pungo River, and 10 - 5'wide x 25' long riprap
groins along 2,350' of shoreline proposed to be stabilized with riprap with an average alignment 9' waterward of the
NWL. The proposed boat ramp and boat basin are to provide water access for 16 proposed RV camp sites.

t
William B. Keech
Hyde County
Project Setting
The project site is a 213 acre tract located on the east side of the Pungo River in
Hyde County off SR 1149, Montgomery Road, near Scranton, North Carolina. The
majority of the tract is row crop farm land. The farm is surrounded by pine plantation
managed and owned by Weyerhaeuser Timber Company. Vehicular access to the site is
down an unimproved dirt path along the northern edge of the ag fields. The ag fields and
associated drainage ditches are oriented in a north south direction parallel to the river
shore. There is a wooded area that buffers the northern half of the ag field adjacent the
river shore. The area of field immediately adjacent the river has suffered more erosion
than adjacent wooded areas as evident from the wider sand beach and the half moon
shaped erosion escarpment. The south side of the tract is border by an area woods and a
gut with associated marsh that transitions to a wooded 404 swamp. The shoreline is a
sandy estuarine beach resulting from the eroding adjacent uplands, ag field and
woodland, with a ± 3' high escarpment. Water depths are generally shallow ranging from
l' to 3'. Observations made from the shoreline did not detect the presence of any
submerged aquatic vegetation.
The Pungo River at this location is classified as SB-NSW by the Environmental
Management Commission and Coastal Waters by the Division of Marine fisheries.
Project Description
The applicant is proposing to. develop the western ag field adjacent the river shore
into a RV camp site with boating access. The proposal includes a 100' wide x 210' long
upland boat basin with a 40' x 150' access channel. A 40'wide x 50'long channel is
proposed in the Pungo River with two 20'wide x..50'long riprap groins proposed as
stabilization leading to a 40'wide x 100'long channel through highground to the proposed
basin. The access channel and boat basin will have a final depth of -3' below the normal
water level (NWL). The access channel and basin in highground are to be stabilized with
a bulkhead. The upland channel and boat basin. are to be excavated landward of an
earthen plug to be left in place until all upland excavation is complete. A 12' x 25' boat
ramp is proposed with two- 2'wide x 50'long launch/finger piers, one on either side of
ramp, in the basin. A 170'long x 100'wide graveled area is proposed to provide boat
trailer parking. The south side of the basin is proposed to have seven slips defined by
mooring piles. A 4'wide x 560'long dock is proposed around the perimeter of the basin
on the landward side of the proposed. bulkhead. The applicant is proposing to stabilize
2,350'of shoreline along the Pungo River with granite riprap averaging 9' waterward of
the NWL with the riprap toe. The applicant is:also proposing 10 - 5' wide x 25' long
riprap groins. The applicant proposes to locate 16 RV campsites adjacent the north side
of the basin inside a ± 30' wide gravel loop road.. The campsites will have access to a
proposed septic system.
I
A
Anticipated Impacts
The project as proposed will result in the excavation of 2'000ft2 of Pungo River
bottom. The proposed riprap groins and riprap shoreline stabilization will result in the
filling of 24,400 ftz of Pungo River bottom. There will be some short terns turbidity
during construction. The project will increase boat traffic and their associated impacts in
the immediate area.
Steve Trowell Washington Regional Office - 19 May 2003
A
[phone]
HOOD RICHARDSON, PA
Engineers - Surveyors - Geologists
110 West Second Street
Washington, North Carolina 27889
May 7, 2003
Mr. Steve Trowell
Coastal Area Management
NC DENR
943 Washington Square Mall
Washington, North Carolina 27889
Re: William B. Keech, Jr. and
Sally B. Keech
CAMA Major Permit
Hyde County
Dear Mr. Trowell:
This project will consist of the construction of a 100' x 210' boat basin with access channel and
16 camper trailer sites with on-site water and sewer facilities. There will be 2,300 feet of stone
riprap shoreline protection installed with (10) 25-foot groin.
Two fifty foot long by 15-foot wide (at the water line) stone riprap access channel protection
jetties are proposed. The request for jetties to be more than 25 feet long is justified because the
minimum wind driven fetch for this site is 1.5 miles. This condition will generate large waves.
A natural earthen plug will remain in place at the shoreline until construction activities are
complete and water inside the boat basin is clear.
Very truly yo s,
2od Richardson, PE'
BLR/sab
Cc: William B. and Sally B. Keech
r
"Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. 'Landowner:
William Berry Keech, Jr. and
Name Sally Brooks Keech
Address 7201 Free Union Church Road
City Pinetown, State NC
Zip 27865 Day Phone [phone]
Fax None
b. City, town, community or landmark
5 miles West northwest of
biaaesville.
c. Street address or secondary road number
,worth of S.R. 1149
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) On Pungo River.
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name
Hood Richardson
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
16 Unit camper/RV camp,
boat ramp, bulkhead, stone shorelin
stabilization, jettys, and a
boat basin.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
Address 110 West Second Street
City Washington, State NC
Zip 27889 Day Phone [phone]
Fax [phone]
c. Project name (if any) Harry Brooks, Sr.
Farm.
NOTE: Permit will be issued in name of imdoweer(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a . County Hyde
Revised 03/95
c. Will the project be for public, private or commercial
use? Private /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. 16 Unit camper sites
will be used mostly in Spring,
Summer and Fall. All units are
.on wheels and pulled by over the
road vehicles. Construction will
consist of draglines, backhoes
and pile drivers for the boat
basin. Stone shoreline protection
will be installed by dracrline or
backhoe.

s
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
None. Groundwater absorption
permit is attached:
a. Size of entire tract 213 Acres n.
No individual lots.
b. Size of individual lot(s) Only camper spaces.
360' by 130' camp site for 16 camp sites.
c. Approximate elevation of tract above MEW or
NWL 4 feet
d. Soil type(s) and texture(s) of tract
Sandy Clay Loam
e. Vegetation on tract 90 Acres farmland,
123 Acres wooded.
f. Man-made features now on tract None.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
None. No zoninq_in mainland Hyde
County.
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Attach zoning compliance cerrificate, if applicable)
j. 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
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
water run-off.
o. Describe existing drinking water supply source.
None. A well will be installed.
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 77.0203 for a
detailed description.)
1. Are there wetlands on the site? X Yes No.
Coastal (marsh) X Other 4 0 4
If yes, has a delineation been conducted? No proposed
(Attach doatmentation, iifavailable) Activities in
wetlands.
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 tc
guide agency personnel unfamiliar with the area to the
- Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Weyerhaeuser Company
Address C/O Barbara Khoury
Phone P.O. Box 1391
New Bern, NC 28560
Name 252-633-7286
Address
Phone
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.
• 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.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the _2 day of 003
Print Name William Berry Keech, Jr.
Signature
Landowner or authorized Ag
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM W-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.
RPvi%pd 03/95 n .
Form DCM-MP-2
e. Does the disposal area include any coastal. wetlands
(marsh), SAVs or other wetlands?
Yes = No '
f. Does the disposal include any area in the water?
Yes k_ No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead ! X Riprap
N/A
If y?s,
41) Amount of material to be placed in the
I water'*
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? N/A
Yes No N/A
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
b. Length Bulkhead 860 ft., Riprap 2 , 350 Feet.
c. Average distance waterward of MHW or NWL
Ripra will be 9 feet-wide at the
Waat?-,r line, bulkhead in new boat
q3.n .
d. ximum distance waterward of MHW or NWL
9 feet at the waterline for the
riprap shore protection.
e. Shoreline erosion during preceding 12 months
2 feet.
(Source of information) local average.
f. Type of bulkhead or rip'rap material wood or
vinyl bulkhead!, granite riprap.
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 1 , 600 Cubic yards
(2) Bulkhead backfill N/A
h. Type of fill material Sandy clay loam
i. Source of fill material On site.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes x No
5. GENERAL
a. How will excavated or fill material be kept on site
and: erosion cont;oiled?. Behind bulkhead,,
silt fence, berms. Plug for boat
basin at. shore will remain in pla
until other work is complete.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dragline, backhoe, dozer, barge
trucks.
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes; explain steps that will be taken to lessen
environmental impacts.
William Berry Reech, Jr.
Applicant or jest Name
Signature
-5`• a - 3
Date
Revised 03195 -

Form DCM-MP-2
ZXCAYATION
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 Flumd
Existing Projed
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
50' 40' -1.5' -3'
100' 40' N/A -3'
+4 el vation
None
210' 100' +4' 3'
25' 12' 2.5' 3.0 '
(10)25 1 51
50' .20'

:$ Nfjtti
None
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL. in cubic yards '111
50' x 40' x 1.5'/•27 = 111 yds3
b. Type of material to be excavated Sandy Loam
c. Does the- area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No N/A
d. Highground excavation in cubic yards 4, 7 0 0
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area on-site
b. Dimensions of disposal area 8 0 0 by 5 5 0 f eet .
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 future
maintenance? X Yes No
If yes, where? on the 213 acre tract
in the agricultural fields.
1.5 miles minimum fetch
requires 50 foot breakwater
for protection of the entrance
to the boat basin
Revised 03/95 0
Form DCM-MP-3
iTPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed 16 RV camper sites.
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 Application submitted.
i. Describe proposed method of sewage disposal.
Ground absorption system.
b. Number of lots or parcels No lots.
c. Density (give the number of residential units and the
units per acre) 0.075 RV camper units
per acre.- f6Units.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 12 Acres
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 5 / 5 / 0 3
j. Have the facilities described in Item i. above
received state or local approval? Yes.
(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).
Rain water.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
New well.
m. Will water be impounded? Yes No
If yes, how many acres? N/A
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Granj,}fr Marl -, Concrete .
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. None
n. If the project is a oceanfront development, when
. was the lot(s) platted and recorded? N/A
William Berry Keech, Jr.
App7Kor. Project Name
?tvd I
Signature
S'- ?-
Date
Revised 03/95 "10
Form DCM-MP4
6TRUCTURIES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. ' Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
To be constructed in the
a. Dock(s) and/or.Pier(s) new upland boat basin.
(1) X Commercial -Community _ Private
(2) Number One
(3) Length 568
(4) Width. 4 1
(5) Finger Piers X Yes No
(i) Number 2
(ii) Length 130 feet, 50' over wateif.
(iii) Width 2 feet
(6) Platform(s) Yes No N/A
(i) Number N/A
(ii) Length N/A r.A R
(iii) Width N/A P?AIE?-"
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines 450 feet
(9) Width of water body 1.5 miles
(10) Water depth at waterward end of pier at
MLW or NWL N/A
b.
Boathouse (including covered lifts) NONE
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number 10
(2) Length(s) 25 feet
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A
(2) Average distance from MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Mooring buoys NONE
(1) _ Commercial -Community _ Private
(2). Number
(3) Description of buoy
(Color, inscription, size, anchor, etc:)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
Mooring structure (boatlift, moorin ilin s etc.)
(1) X Commercial -Community _ Private
(2) Number 16
(3) Length None
(4) Width None
g. Other (Give complete description).
Day marker Piling for boat basin
channel.
William Berry Keech, Jr.
AppII 7,t or ,jest Name
Signature
S • -z . e
Date
#t
ught
2 `I _t2/ ���--- 1
j BELHA
VEN N. C.
USGS MAP SE/4'BELHAVEN 15' QUADRANGLE
WILLIAM BERRY BEECH, JR. N3530—W7630/7.5
SALLY BROOKS BEECH1951
HYDE COUNTY MAY 2003 ` PHOTOREa/LSED 1974
AMS 5655 11 S SERIES V842
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_ _.._._.._.._..._..
r', LOCATION MAP
WILLIAM BERRY KEECH, JR.
iff
SALLY BROOKS BEECH , t
\ HYDE COUNTY MAY 2003 `.
122
,1.. . 1- .. .
• 1
F I , 45 264
• ray ?? /'" +?? ? .?/Oet
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1149
f. I ? ? f OdkY? 1.? 1148
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1139
114
14
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BELL
Bra
HYDE COUNTY ice-?? C
P A M L i s o •? ???•roti NOPITH CAROLINA
iuoml rG
•? •\ ..? \.,??. ISLAND
t`[! `l.\\ n f? COVE `Z Ia.?
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
I Attach this card to the back of the mailpiece,
or on the front if space permits.
. Article Addressed to:
William Berry & Sally Keech'
7201 Free Union Church Road
Pinetown, NC 27865
DWQ# 03-0629 - Hyde County
A.
X
? Agent
B. Receivedey (feed Name) C. Date of Deliver)
-11-03 )te
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
rtifled Mail D press Mail
? Registered LJ Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) 13 Yes
Article Number
(rransfer from service jabs 7002 2"-uu 0003 u275 1574
,s Form 3811, August 2001 Domestic Return Receipt 102595-02-M-154
UNITED STATES POSTAL SERVICE "First-Class hrtIT '
Postage,& Fees Paid
P NA i asps
PeU.n No, X4(3
• Sender: Please printer , address, a2d.Z1°d--ir;:is_b •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
liiiiiiiiiiiiiii{ieiii{iilitillf
SCALE: 1' = 50"
401 CERTIFICATION INFORMATION
1.THERE ARE NO NEW POINTS OF PROPOSED BOAT BASIN
ONCENTRATED SURFACE WATER FLOW INTO C FFER. VARIES ~ OR ACROSS TO 50 FOOT BU
NOTE 1: I,FAVE NATURAL PLUG UNTIL
~ 2' 2' FNGER PIER WORK IS COMPLETE AND WATER ~OT - ;I+ +I IS CLEAR. LAST WORK IS TO
NEW SURFACES INSIDE THE 50 FOOT ~ 2, ALL Q ~ REMOVE PLUG. v;<'; WALKWAY
- BUFFER SLOPE LESS THAN 1% a I ES NON EROSIVE SHEET FLOW VELOCITIES WHICH PROV D OCITIES • ~T N VEL
N 2 FEET SECOND ON GRASSED SURFACE OF LESS THA / CE ~ PROPOSED ; ;;;1;~ 25' ED SURFA .BOAT RAMP; ~~s. , I
swa~E, TIPYCAL THESE SILTY CLAY LOAM SOILS, REFERENCE; IN ON CONSTRUCTION SITE VCE; Ln~• ITES' ~ I ;.X
(NOT To scA~E) GUIDE FOR SEDIMENT CONTROL RUCTIONS ~ ; _
DENR AND USDA, 1979. MAGNETIC 6'WIOE DITCH . , ~ • iS0' i.: ~ Nf,
I PROPOSED ~ ~kw ~ x ~ ~
T-3, P. 11B BOAT RAMP ~ ' I I_-z ~ -x -sue -3 ~
CALCULATION: I _ ,~5'
TO PAMILICO RIVER MAXIMUN VELOCITY OVER A 50' WIDE - - - ~ BULKHEAD I - - - - - i 2' FINGER PIER
A 1~ SLOPE. STRIP OF LAND WITH i i i ~ z
_ _ ~2-~3-2-.2--F-t--Sec.) 0.5 Ft. = 5.6 Ft/Sec. Gh ~ / 6 Ft SE'C. ~i PROPOSED ~ GRAVEL PARKING I x
V AREA I x ~ i _ ; ~
ELEVATION DATUM: N. G. D. 1929 THIS VELOCITY IS ACCEPTABLE. ~ 3
NOTE: DATUM IS ONE FOOT 0 ~_z ~
BELOW NORMAL WATER LEVEL _ _ ~ Z _ - o x _ ~ x O I")
' N 86'59'23"E 'E G -3.2; L. - Q\L~~ x x 26,00 o
RIGINAL BOUNDARY LINE 47 O 0 DER . 2 CD
- OPT
x _ ~ 4 -2bl .3` ~ ~ - ~ I
Lu RIP RAP PROTECTION O 10 STOP AT ALL CAMA ~ - ~ ~ ~ r v~ 2'4
O MARSH/COASTAL WETLANDS x _ . 4 O AT ALL SHORE LOCATIONS, x_ ~x 4 x, _ v.J '..S ~V.L ~~a
O p _ - CAMA MARSH TO BE ~ rr; ~ ~ STAKED BY DIVISION Of _ ~ S _ STONE RIP RAP ~s x 15 _
N - - ~-„\x - COASTAL MANAGEMENT BEFORE Q CONSTRUCTION BEGINS. x NE JETTY _ x ~.5 x STO t5~ 15' 23G , ~ ~ I w
- z ~ e< ~ ~i ~ -1/1'+ I ~ _ l~ ~ G CE ~ ~ ~ Z - 50' ~ x c T FEN ',YO~ . ~ 5' yj/~ x Slb _ ~ ~ J
' ~ - . x x ~ ~.6 15 - ~0 _ - so' x~ .4 0 ~ n,R~ our ~ ~
J ~ ti 5 ~ Z.4 ~c~ No ~ 2 3 ~ ; ~ d~ L. 3 Q q v ~ ~ i~ F s~ p,REA - o
0 V ~'~~zi yzr~.rrisr~rzr- ,.T~ ~ ~ SILT FENCE %~gE~ Z ~,~Nt UR
22 0 ~ mmmr~ ~i..~- NE RIB ~ ~ OF w[u ~ 4.91 o
~ F x z i 25' STI C.n R01 25 STO ~ ~ oo' . % L~M~ ~ +oo' ~ ~ m GR01N ~ :f1ry-~ ~ ' - % '"a" scrnc s,~ cxnnNa
P G Z P~' '~'~zzi~ ~~m-azi 2.9 ~ I.- WLYERT I ~ . ° - ~k'~ ~~1Df °RC~ q EXISTING DIT _ - ;2. ~ . _ cH . 3 , ~ , E I i--_ I
~ G 5 wNn SHEET RIUNC 2.2 mur N~ sTUNLESS ~ ~ / x J I~, - DITCH w - , J se' wmE rRroAre Acesa SWALE- Z
~ ~ STEEL NUT, TO BE ~ G' ~ ~ BOLT AND WASHER I ~ FlUED Q_-NORMAL WATER LEVEL _ TO !EI ~ ~ t~~l 9 - ~ - rm- 9 x - - - o' Q - - - - - _ ~ 8 Q
SHE- RFI_:NF PRC'~F~^Ti~ln; 0.:~-- Q, r' - ~ --BOTH ENDS ~ i ~ FlLL£D~ ~ ~ 3-4--- ?a Qi ~ u U U U Ll U U ~
Z v ~ I I I I i ~ a N j 3' ' ~ x - 3, I. I 2 I O X ~ Z I (n ; 2. 1 100 ~ L
O ~ / I r I L.
~~I I I FARM LA I o _ I ~
L - a 50'-?~~ ~ t W . AOI~OIED 9 I 1 Q ~ Cn C~ I w ° ; ~
w BOAT BASIN W I T F DISTURBED AREA A icn' w I ~ LIMI 0 Q x ~ W
Q Q CROSS BECTON A ~ ~ SWALE ~ 0 I, I x ~ Q r SWALE ~ 3.3 I x T.3 w J ~ - ~ ~ _
p ~ 3.~ ~ O I ~ , - ~ -1~- - - - ~ ~-3.~ 3 4 ~ (r F 0 I ~ ~ w
~ ~ 1.28 U N o I-- ~ i' 6 _ _ _ L I F4~ n~~`,
GROUND CC Z _ ~ ~ culvcrtT ~ ~ W ~ - _ _ - _ _EXISTING DITCH 1 ~ I ~ ~ WALKWAY - - - ~ SWALE ~ 3
' I WATER 3' NORMAL WATER LEVEL 113.4
V Q. ~ I. ~ S NG DITCH
w I 3 ~ , ~ SWALE Q I 1 BOAT BASIN I~~ ~ SWALE w ~ 5 I_ i_ _ ~ J x r -y 3 G
= I EzlsnNC sHOR~ LONGITUDINAL SECTION B-B' ~ A.~ G Q' ~ Wf L,m I W ~ J 3 i ,,.4 w . z rpiooi na w x Q I ~ Q ~ a ~ FUTURE DEV 3'~, ~
~ ~l W I 1/z" swNtESS ~ (NOT Ta scu.E) x
I~ ~ U I STEEL BOLT J ~ ~ i~~ .~i . 50 RIVER RUL vt ttr' - GRAVEL PARKING _ e BUFFER I, AREA. ' 30' GRAVEL o yam; DRIVE ,Q 3 ' W,
r ~ I 3 200 POUND GRANITE ' I J', ,i p, Q 0 0 0
p~pM,K~ 2xtO MARINE ~ MINIMUM WEIGHT ' F I BXB MINIMUM ~ GRADE FW- Y NT ARY 1/~" SPACING ~ 3 i ~ w FARM LAN w ~ ° o ~ D
I Q ROCK MOU OU ~ i~ e' ~ 3 ~ PREFERED j 1x8 WOOD DECKING ~ ,Wr O N ' 3 ~ ~
~ LIMIT OF DISTURBED AREA ~ N 3' ~ M _ - _ _ EXISTING DRCH ~ N ' > ' fV ~ _ - - e~wloe orr ~ 1 O
$ n 2Xe wooD _ _ _ - - - - - - - - - - - - _ _ - - EXISTIN6 BITCH cuwFm ~
I sTUN~ss sree~ Nur I - - - - - MINIMUM p NORMAL WATER LEVEL ~ / • t'14 ~
STEW NAT ANO WASHER ~ exs MINIMUM LEGEND; AND WASHER _ MARINE GRADE IRON PIPE, CONTROL ~ ~;~i
PILING 0 NEW IRON PIPE, CONI ~ J'i ~ 20 _ 0 POINT, CONTROL caNTROL FUTURE DEVELOPMENT ~~~~~'~n~°°°" °°~•~9 ~"p
~ I CROSS SECTION ? NEW CONCRETE MONU CONCRETE MONUMENT, CONTROL ` RM LAND ~ I i
~ ~E GEOFABRIC ~ I ~ x99.2' SPOT ELEVATION ~ _ 1l t- ELEVATION FA ~'2 ~ ~ ~ ~ ~ 3 R DEPTH 4 ~
I ~ JETTY TYPICAL (I ~ WATER DEPTH (NOT ra scALE) I i PILINGS 4 1 PERMIT ~ o~.zo ° _ ° u 100 0 100 200 300 O a ;v • as p u~ ~
BULKHEAD P~N VIEW PILING DETAIL ¦ WELL ,a 0 CAMA PERMIT ~ ~ , •
s (Nor TO scALE) ~ SAME CONSTRUCTION ~-oooeooow. TREE LINE FOR GROtN BUT ONLY LINE _ i •~•?I W GRAPHIC SCALE FEET '~~,,•t ATIO ~
5' WIDE AT THE '4 CONCRETE RMA WATER LINE. NO L ~ RIF_RpG SHORE LINE PROTECT ION AND SEDI RETE EROS .a. ~I R! ~~r,.
S' MAxIMUM I _ _ E UNE PROECTION CONTROL PERMIT APPLICATION r-~ ~W z
B FINISHED GRADE 1ED GRADE 1 RIV R RULES ~ REVISED:?/2 /03 E I
m "a STONE AND GRAVEL S CEG-FABRIC ~ .AND GRAVEL SEDIMENT TRAP REVISED:6/23/03 LIMIT OF DISTURBED AREA. T
NoRMAI WATER LEVEL 50 ~ 25 -?1 _ _ _ _ I 6X6 MI IMUM --G--~:-SILT FENCE REVISED:1 21 03 BOAT BASIN I FENCE / / I ~ G O
MARINE GRADE i z' wRI~ERnncER cuss I tUR RAP 12' WIDE 1D" THICK 1x5 0o DECKING PILING I~ SURFACE WATER FL04 A wAr R F ow PROPERTY OF: I~ r CA AREA MAP a CE E L F',,N~~~I - NaT ra scA.E I G ~
CONCRETE SLAB I 1,5 ~L NORMAL WATER LEVEL R~~~v~K~-.--_ ~ KEECH JR t WILLIAM B I ~ ~ ~ _ ;
12' WIDE 6" THICK - - - - - r,:t: , ~~:1 r WATER 3~ - : ~ = ROOKS KEECH I ~ SALLY B
1 GRAVEL ' 1J 11 ~ , f~ 1: 4~ x ~ ~ I f a A~t?ibN r SITE HYDE COUNTY I N SCRANTON CURRITUCK TOWNSHIP I ~ ~ O
It' t J sR, ~ NORTH CAROLINA G - - a ' c sRttaB ~ o I
U ~ u U ~ ' , `{f, , ~ ~ s~ ~ s,P ~ SCALE. 1 100' SURVEY DATE: SEPTEMBER 24 2002 ( ~
SHORE LINE PROTECTION ~ BOAT RAMP LONGITUDINAL ;b a 's ~ URV YED Y: HOOD RICHARDSON P.A, I ~ t ~ ~P R~,a ~ S E 8 - - ~ ~ ENGINEERS GEOLOGISTS PLANNERS
RIP RAP CROSS SECTION (Not To scu.E) (NOT To scuE) + sUDESVIUE 4y~ g i 10 WEST 2ND STREET
WASHINGTON, N.C. 27e69 sR~,aa :I~s ~ PHONE: (2a2) 973-3472
1/27/03 FG 1 YDM
s r e/23/03.FG 02-OS-1b5-A

SCALE: 1' = 50"
PROPOSED
BOAT BASIN
NOTE L• LEAVE NATURAL PLUG UNTIL ~ 2' 2' FINGER PIER ~ WORK IS COMPLETE AND WATER
,''I~~•I IS CLEAR, LAST WORK IS TO ~ 4' REMOVE PLUG,
~ WALKWAY
PROPOSED '25' .~r:
~ I ~ r BOAT RAMP; t,,
U L--
MAGNETIC 6'WIDE OlTCH _ - --=mar s:,}4G SO' - - -
u;yge PROPOSED ~ _ _ _ - - - N - - _ _ _ 24'x24" - _ _ -
r_3 P, t 16 TO PAMIUCO RI'v'ER ''~c~ ~ CULVERT x i i w,., i _ x
i 4 x i z i _ ~ " ` BULKHEAD ~ - i i
-2' FINGER PIER
I ~ i
~ PROPOSED ~ z - ~ ~ - ~ I, GRAVEL PARKING ~ _ w, x
E~~..EvAT10N DAT~~M; N. G. `J D. ? 929 ~ AREA x i x
NOTE~~ DATUM IS ONE FOOT i I °
BELOW NORMAL WATER LEVEL
z ~ 3 _ x z~ _ ~ x-~.~~' O C
N 86'59'23"E z_ - _ _ ~~~G ~ X X ~ C
ORIGINAL BOUNDARY LINE 47 20 . ~~4 26,00 o ~ _ ~ M
x M~~1 a` R~ - .8;
• 1~~~ - x- ~ ~ ~ _ F ,
w - - . ~x ; _ C 8~ ,
o ~ O O x 6 ~ r - x G
O x - - ~ ~ . 4 x`
O ~ ~ r I~~~zzz z _ ` ~ N ~ ~z - ~ - TONE RIP RAP ~ x ~ ~
TONE JETTY S - - ~ ; 5 5, _ ~ _ x
Z ~ _ ~rrll - _ - . ~ ~t~ ~5-i1 If4 ~ x.15' ~ DLO ~ L. z W
X x l-~,~,~` X x c K J i
~ _ a - _ - , . _ z~~/ - ~ h - ~ ~ out Y Iyc.- z j i tY
2 rxlj~z~zzzrzizr~d~~~rzrzzzzzz _ ~ F L-.~ ~ _ ~ ,
tit ~ Vv ~ Z ~-RAP ~ ~ Is'~ie' - x ' i ~
~ F x ~ ~ ~ ~ - TONE ~J.~ 25 S w t~P P GROIN STONE ~ ~ 100' ~~LV~ wcLL o n ~ . ~ ~ 100' SEPARATION ~ m „R O I N ~ ~ ti _ a ~ nrou stPnc ssrEM ~ • i
Z ~P ~~z s,~1~A
~ OS vINrL SHEET aluNC 2,2 ~ 1~N ~ sruNLESS ~ ~@, ~ - - _ - _ ~ - x 1. _ - _ _ z
`~,'r , STEEL NUT I ~ ~ X ~ V,` BOLT M!D WASNER i TO BE ? Q ~ ~ j j FILLED Q--NORWd. WATER ~FVEL _ ~ ~ I ~ ~ l~ /J - 2S' M10E ~ PRNATF M.~Sg ~ - ~ , _ ~ Z
I~ BOTN ENDS ~ ~ } ~to~ Sr~O~REL~~~!~E rRCTECT10N a g2 ~ ~.4 '~~~rm- z~r ~ rar ~ x R 30' I, ~ - - " Q
~ cv , I ~ I 3.4 - - - _ ~ „ ~ I _ X ~ - ~ u u , _ ~ ~
~ , ~ i - ~ 'i i " " x I ~ I ~ ~ m 'i I ~ 5' O 75' ' - • s ~ uNp ~ i J ~ ~ goo U
l: ~ I i z I _ o ~ ~.0) ~ I ~
~I i ~ti~ ~ a W
Z w BOAT BASIN ~ ~ 9 Q~ A PIIO/01EO I A'
Q o CROSS SECTION A-A' i Q. ~ (NOT TO SCALE) Q, x goo' - - - - W J - i ; ~ z~ F ~x~ Q
F 0 3.u - -Z - - _
o ° ~ U N F-SO.o'--{ o , PROPOSED ~ 4 - - ~ _ ~ ~0 BOAT RAMP ~ ~ ~ w
GROUND c ~ , _ _ _ I t~ •-4~ t~~~, ',~u~i'~ W
~ z - ~ - LL.I i/, ~ W~ 3 z r.~ N ' ~ ~ ~ A ER,~ ~ ~ ~ ~ j% NORMAL WATER LEVEL - WALKWAY Y ? J 3 - - - , -
U' ~%~M,,}~~` s~,~~ ~ f '~f~~~~~ EX AVA / ~f rf f. f f_ ft ~ _ _ P ~ f F ~ ~ ~ ~ , , . J - ~ - - - ~ ~ ~ ~ ~ X~
w I 3 _ Q I I ~ BOAT BASIN I ~ . _ - ~
Z I ExlsriNC snoR~ LONGITUDINAL SECTION B-B' I'~` x ~ ~ 5 x - i ~1 ~ ~
~ jl w l ,~r Sr~NlESS ~ I 4 7 ~Noa ~ x ~ z ~ FUTUR 0 _ E DEVELOPMENT
j ~ ~ (Nor ro scuE) I I STEEL BOLT j LLf ~ GRAVEL PARKING J
3 1 ~ j AREA 3Q` GRAVEt.ORiV C7'
I ~ j 200 POUND GRANITE I DEADMAN ~ zxto MApINE MINIMUM WEIGHT t , r- - - d 3 . ~ o 0
8xe MINIMUM GRADE WIWLER ~ /2 SPACING ROCKY MOUNT OVARY FARM ~ o 0 LAND o
a' 3 ~ PR R tx EFE ED + e wood oECKINc I I ~-15--? _ _ _ - wLwvmo = _ _ _ _ - - W ~ ni j ~ ' ~ t7
I ~ - ~ - - pan _ _ - - - - _ - - S~M~OEOtfcM'~ i> ~ CA
sTUNLESS o N 2xs wooD ~ - - - I sTaNLESS NUT, ~ j MINIMUM p NORMAL WATER LEVEL ' a:
STEEL NUf LJ ~ wASNER ~ _ _ _ _ _ 6X6 MINIMUM _ _ _ LEGEND: AND wASNER _ _ _ MARINE GRADE - _ ,.y~f_-
CONTRO L ~~,o~~
j ~ ~ ~ 20-~ PWNG 0 NEW IRON PIPE, CONTROL j _ _ _ _ _ _ _ _ _ _ 0 POINT, CONTROL fr.
~ CROSS SECTION p NEW CONCRETE MONUMENT, CON' ~ I ~ ~ GEOFABRIC ~ x 99 Z' SPOT ELEVATION dONUMENT, CONTROL ~ - o ~ , i G.~ , ,,rPP~~
JETTY -TYPICAL [f ~ ~ ~ , I ~ ~ WATER DEPTH FUI ~ a Ijl~ FARM LAND URE D L M ~ ~ . ~ ° , ~ I
JJ (~T ~ I ~ • PILINGS BULKHEAD PLAN VIEW PILING DETAIL ti o
SAME CONSTRUCTION LJ O WELL (Nar Tn ~ -ooooaa.- TREE LINE
FOR GROIN BUT ONLY Z OI 5' WIDE AT THE CONCRETE i ~ Vic, ~Jy~ can J 4"~ ln.,. 100 0 100 200 300 A~dl, ~,I,,` p~',++ n~ = '~..ti AAA ~ , is f~ ~ b~+~
NORMAL WATER LINE. ~ ~I~- s' WIl(IMUM i i RA,~~ ; SHORE LINE PROTECTION GR tECTION GRAPHIC SCALE -FEET
~ B FINISHED GRADE m • PILING
GEO-FABRx: ~ 50' 25' NORMAL wAl'ER IEVEI I--1-~ 6X6 MI IMUM I REVISED; 5 06 0 I I / / 3 DETA LS I
REVISED: 1 27 03 80AT BASIN I
CLASS I RIP RAP 12' WIDE 10" THICK MARINE GRADE I 2 wlwor~nNOER CONCRETE SL48 tze DECKING PILING I~ AREA MAP ~ PROPERTY OF: I P ~U ~ - NOT T Ca
I 1,5 ~ NORMAL WATER LEVEL S LE m~ I 'S i - - ~ r WILLIAM B. KEECH JR
12' WIDE 6~ THICK - - - - - k ~ 4 ~ WATER I N ~ - - ~ m
GRAVEL 3' ;rya+ ~~11, t , f + r ; ;;If. 9C1TON ; f P = SALLY BROOKS KEECH SITE A
R i` :.j`,. . III: r J~ = SCRANTON RRIT K T WN HIP HYDE COUNTY I sR CU UC 0 S I
- - ~ ' S, sa„4e A3 ~ NORTH CAROLINA I ~ ?a Sa s~, SCALE, 1 100' SURVEY DATE; SEPTEMBER 24 2002 I
SHORE LINE PROTECTION BOAT RAMP LONGITUDINAL f RIP RAP CROSS SECTION ~ ` w8 ~S f ~
(NOT To scALE) (rtor To scALE o i SURVEYED 8Y: HOOD RiCHARDSON, P.A. A ~ ~ I ENGINEERS-GEOLOGISTS PLANNERS
t • SUDESVILLE wy > 110 WEST 2ND STREET A WASHINGTON, N.C. 27889
- saI 43 1142 ~ PHONE: [phone] FG MDM
f 5/06/03 FMG 01-05-155
r