20030166 Ver 1_COMPLETE FILE_20030214

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United States Department of the Interior
FISH AND WILDLIFE SE?WICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636.3726
Mr. Raleigh W. Bland
U. S. Army Corps of Engineers
Washington Regulatory Field Office
P. O. Box 1000
Washington, North Carolina 27889-1000
March 18, 2003
Subject: ID No. 200310353, John Geewax; Ocracoke Township, Hyde County, NC
Dear Mr. Bland:
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This letter provides comments of the U. S. Fish and Wildlife Service on the Public Notice (PN), dated
February 19, 2003, for the subject. project. Mr. John Geewax, the applicant, has submitted an application
for processing under the Coastal Area Management Act (CAMA)-Corps permit processing agreement.
These comments are submitted in accordance with the Fish and Wildlife Coordination Act (48 Stat. 401,
as amended; 16 U.S.C. 661-667d) and section 7 of the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531-1543). They are to be used in your determination of compliance with
404(b)(1) guidelines (40 CFR 230) and in your public interest review (33 CFR 320.4) as they relate to
protection of fish and wildlife resources.
According to the Field Investigation Report (FIR) by the North Carolina Division of Coastal
Management (DCM), the applicant proposes to modify an active CAMA/Dredge and Fill Permit (No. 78-
01) that was issued to the previous landowner. This permit authorized dredging a 55-foot by 450-foot
channel, constructing a four-slip pier, bulkheading 246 feet of shoreline, and constructing 377 feet of
retaining wall. The applicant now proposes to enlarge the dredging to create a 30 foot by 750 foot
channel, add a new pier and boathouse, add 403 feet of bulkhead, and place 107 feet of rip rap around an
area of Spartina alterniflora marsh. According to. project drawings, current depths in the area to be
dredged range from 2.5 to 5.0 feet, but the water condition (high, low, or mean) is not specified. There
are some scattered area of submerged aquatic vegetation (SAV), shoal grass (Halodule wrightii), in the
project vicinity.
The proposed bulkhead would extend a total of 649 feet And the 107 feet of rip rap would create over 750
feet of hard, shoreline structures. Such hard structures reflect a portion of the wave energy that would be
directed back into the sound. The reflected wave energy would erode the base of the revetment and lead
to deeper water in front of the revetment. In turn, the deeper water would allow stronger waves to strike
the bulkhead, further increasing erosion, and lead to deeper, less productive water waterward of the
hardened shoreline.
The Service believes that a stone sill backed by a natural marsh or shallow unvegetated bottoms is
preferable to a vertical wall bulkhead as a means of erosion control. The concept is similar to that
developed by Quible and Associates for Ocracoke Holdings (Action ID No. 200310328) not far from the
project area. The low sill would allow water to flow behind the sill and create areas that could be
. v
colonized by estuarine marsh and serve as fish nursery areas. Natural vegetation is often the most
effective protection from erosion. A vegetative buffer effectively absorbs wave energy during high
water events. Such buffers slow down the rate of shoreline recession and act as a natural trap for sand.
We suggest that certain design features and construction techniques for such a sill could be used to
benefit fish and wildlife resources and have included these recommendations as an attachment.
The Service has reviewed available information on Federally threatened or endangered species known to
occur in Hyde County. We have also reviewed information from the North Carolina Natural Heritage
Program (NCNHP) database on the reported occurrence of these species in the project area. Our review
indicates that the only federally listed species likely to occur near the project area. is the West Indian
manatee (Trichechus manatus). The NCNHP database shows that manatees have been reported within
Silver Lake and in Pamlico Sound northeast of Ocracoke Township. The primary habitat requirements
for the species are access to vascular aquatic plants, freshwater sources, and water 1-2 meters deep (3.3 -
6.6 feet). Federal laws do not authorize any take (death, injury, or harassment) of the manatee. For this
project we believe that precautions are warranted for the manatee due to: (1) past sightings of manatees
near the project site; (2) SAV near the project site; and, (3) construction in water deeper than 3.3 feet.
To address the issue of construction activities in water that could be used by the manatee, the Service
developed guidelines, entitled "Precautions for General Construction in Areas Which May Be Used by
the West Indian Manatee in North Carolina," for activities that do not include the use of explosives. A
copy of these precautions is attached.
With the inclusion of these guidelines or seasonal work restrictions, we believe that the Corps'
requirements under section 7(a)(2) of the ESA would be satisfied.. We remind you that obligations under
section 7 consultation must be reconsidered if. (1) new information reveals impacts of this identified
action that may affect listed species or critical habitat in a manner not previously considered; (2) this
action is subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
With due consideration of these issues by the applicant and the Corps, the Service would not oppose a
permit for this project. The Service appreciates the opportunity to comment on this permit application.
Please advise us of any action taken by the Wilmington Corps District. If you have questions regarding
these comments, please contact Howard Hall at 919-856-4520 (Ext. 27) or by e-mail at
howard?haln? fws.gov.
Sincerely,
Garland B. Pardue, Ph.D.
Ecological Services Supervisor
2 Encls
2
y
y
cc (without attachments):
Kathy Matthews, USEPA, Athens, GA
Ron Sechler, NMFS, Beaufort, NC
Doug Huggett, NC Division of Coastal Management, Raleigh, NC
David McHenry, NC Wildlife Resources Commission, Washington, NC
_-Mr. John Dorney, NC Division of Water Quality, Raleigh, NC
Douglas A. Dorman, Quible and Associates, Kitty Hawk, NC
3
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\,N A
A??Y
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, PE, Director
Division of Water Quality
May 29, 2003
DWQ Project # 03-0166
Hyde County
John J. Geewax
414 Old Baltimore Pike
Chadds Ford, PA 19317
Subject Property: Geewax Property, John Gaskins Drive, Ocracoke, NC
Pamlico Sound [03-03-07,29-(40.5), SA HQW (high quality)]
APPROVAL of 401 Water Quality Certification (GC3351) and AUTHORIZATION CERTIFICATE per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B .0259) with ADDITIONAL CONDITIONS
Dear Mr. Geewax:
You have our approval, in accordance with the attached conditions, to place fill material within or otherwise impact 0.06
acres of waters to install rip-rap along 520 feet of shoreline, to conduct maintenance dredging within 0.52 acres of waters,
and to construct the piers, boathouse and breakwater as described in your application received by the Division of Water
Quality (DWQ) Wetlands/401 Unit on April 24, 2003. After reviewing your application, we have determined that the water
impacts are covered by the Division of Water Quality (DWQ) General Water Quality Certification Number 3351. This
Certification allows you to General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 213 .0259. In addition, you should get or otherwise comply with any other federal, state and local requirements
before you go ahead with your project including (but not limited to) erosion and sediment control regulations and CAMA.
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:
1. 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.
2. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality Certification (GC) 3351.
If you do not accept any of the conditions of this Certification (associated with the approved water 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.
North Carolina 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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.no.us/ncwetiands/
Page 2 of 2
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. 150B.
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 2B .0259. If you have any questions, please
telephone Bob Zarzecki at 919-733-9726.
Sincerely,
eAlanW. ek, P.E.
, rector
Attachment: GC 3351
Cc: Douglas A. Dorman, Quible & Associates, P.C., P.O. Drawer 870, Kitty Hawk, NC 27949
Doug Huggett, DCM
USACE Washington Regulatory Field Office
Tom Steffens, DWQ Washington Regional Office
File Copy
Central Files
DW O030166
May 29, 2003
bz
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WO Supervisor: Boger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Mr. Douglas Dorman (John J. Geewax )
Project Number 03 0166
Recvd From DCM
Received Date 2/14/03 Recvd By Region
Project Type dredging, bulkhead.........
County Hyde
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. supp. Basin Req. Req.
CAMA Waters O YO N 29-(40._5) SA HQW 30,307. 1.19
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Hold-need justification for bulkhead and its height
Issue n/c hold request met
cc: Regional Office
Central Office Page Number 1
Facility Name Mr. Douglas Dorman (John J. Geewax) County Hyde
Project Number 03 0166 Regional Contact: tom steffens
Date:
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office
imap://bob.zarzecki %40dwq.denr.ncmail.net @nplex l .ncmail.net:143/
Subject: Re: Geewax Property
From: Tom Steffens <[e-mail]>
Date: Sun, 18 May 2003 17:16:17 -0400
To: Bob Zarzecki <[e-mail]>
Bob,
If they have conceded to make the bulkhead rrip rap then I am alright with the project. Issue w the
conditions of rip rap. That should cover it.
? call or write
tom s
Bob Zarzecki wrote:
Doug:
I apologize for the delayed response to your email. I checked the status of the Geewax property. We
recieved the modifications on April 24, 2003. The modifications included changing the proposed
bulkhead to ripap to reflect comments from the FWS and NUTS. They also reflect comments made
by the DWQ. The modifications where sent to the Washington Regional Office for review. They are
in the process of reviewing the information. I will contact them and get back to you regarding the
status of their review.
- Bob
Doug Dorman wrote:
Subject: Geewax Property DWQ Project No. 03-0166 To: Bob Zarzecki From: Doug
Dorman Quible & Associates, P.C Mr. Zarzecki, I am requesting information regarding the
status of this project for John Geewax. If you need additional information please contact me and I
will try and provide any information needed to keep the project moving forward. thank you, Doug
Dorman
Tom Steffens <Tom. Steffens@ ncmail.net>
Environmental Specialist II
DENR/DWQ/WaRO
.401 Wetlands
1 of 1 5/20/03 11:12 AM
Date:
To:
From:
? ARO
? FRO
? MRO
? RRO
Triage Check List
Project Name: M/-. ?0)cln'zs L71114?"'
DW #:
County:
Mike Parker WaRO Tom Steffens
Ken Averitte ? iRO Noelle Lutheran
Alan Johnson WSRO Cyndi Karoly (Central Office)
Steve Mitchell
Telephone: (919)
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
? Minimization/avoidance issues
uffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
. I
Quible
Quible & Associates, RC.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING
SINCE 1959
April 16, 2003
Mr. Raleigh Bland
US Army Corps of Engineers
PO Box 1000
Washington, NC 27988
Re: Major CAMA Major Permit Modification - #78-01
Geewax Property, Ocracoke, NC
Dear Mr. Bland:
P.O. Drawer 870
?q?p???s yr IOfty Hawk, NC 27949
Phone: IF= 252-261--1260
ETAM 14,01 ?1?9 P ep q
r fi B?/P PRINCIPALS
Sean C. Boyle, P.E.
APR 2 4 2003 Eduaaredoo J. S. Lassiter, C.E.P.
Vddlvleso, P.E.
AVATE,q QUALITY J. mil
SECTION Joseph DavAnlauf RE.
id S. N ff
The purpose of this correspondence is for Quible and Associates, P.C. to submit to the NC Division of
Coastal Management (DCM) a Major Coastal Area Management Act (CAMA) Permit modification on
behalf of John Geewax. The subject property is a parcel of land located adjacent to the Pamlico Sound
and John Gaskins Drive in Ocracoke, Hyde County, North Carolina.
The following revisions reflect comments made by the United States Fish and Wildlife Service and the
National Marine Fisheries Service in letters dated March 18, 2003. As a result of these comments the
proposed bulkhead on the Pamlico Sound shoreline has been changed to rip-rap. The rip-rap shoreline
will allow water movement behind the rip-rap and create areas that could support estuarine marsh and
serve as fish nursery areas as well as provide a stabile shoreline for the property owner.
The CAMA Major Modification that has been requested, is for the maintenance dredging of the existing
Cochran Channel. The additional dredge area shown on the enclosed plat has been permitted under
CAMA Major Permit # 78-01, therefore there is no new dredging being proposed at this time.
Quible & Associates staff have inspected the existing Cochran Channel and have found that there is no
SAV in the maintenance dredge area. However, during the dredging process if any SAV is encountered
alterations of the dredge alignment will be made in order to avoid disturbance and minimize impacts to
the SAV.
Thank you for your attention to this information. Enclosed with this correspondence are 3 copies of the
revised site plan and applications. If following review you have questions or need additional information
contact me at 252-261-3300.
Sincerely,
Quible and Associates, P.C.
Douglas A. Dorman
cc: Jeff Schaffer - DCM, Raliegh
Steve Trowell - DCM, Washington Regional Office
John Dorney - DWQ, Raleigh
Tom Steffens - DWQ, Washington Regional Office
John Geewax
Form DCM-MP-1
APPLICATIONAPR24,,,,
(To be completed by all applicants) AMA T'PR 17,SECTIOIV
,
1. APPLICANT
c. Street address or secondary road number
John Gaskins Drive
a. Landowner:
Name John J. Geewax
Address 414 Old Baltimore Pike
City Chadds Ford State PA
Zip 19317 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Quible & Associates, P.C.
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Geewax - Ocracoke
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Hyde
b. City, town, community or landmark
Ocracoke
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Shoreline stablalization that includes 520' of rip-rap. A
pier will extend out 110' from NWL to a 390 sf Boathouse,
2 fin piers, and a 40' breakwater under the pier that will
provide protection for the boat slips.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations ofproposed project.
If more space is needed, please attach additional
pages. Construction of a wooden pier will provide access
to an existing channel. Rip-rap will provide shoreline
stabalization. The existing channel is to be dredged and the
spoil material will be placed within a retention area located
on the subject property.
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 131,194 sq.ft. (3.10 Ac.)
b. Size of individual lot(s) Lots 3,4,5, Trent Woods
Subdivision = 40,644 sf, O'Neil heirs division,lot 4
Section 1= 90,550 sf
c. Approximate elevation of tract above MHW or NWL
_,;I
d. Soil type(s) and texture(s) of tract
Estuarine/marine shelly sand/ sandy loan/muck
e. Vegetation on tract Juncus spp., Typha spp.,
Spartina alternaflora, Paricum spp., Persea borbonia,
Kosteletz a virginica, smilax spp, Juniperus
virginiana, Myrica cerifera, Baccharis halimifolia
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)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
None
Is the proposed project consistent with the applicable
zoning? Yes No NA
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered Historic
District or does it involve a National Register listed or
eligible property?
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other X (404)
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff
o. Describe existing drinking water supply source.
Central water from Ocracoke
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 %2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
Revised 03/95
Form DCM-MP-1
11 1
• 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 Elizabeth Chamberlin
Address PO Box 90, Amsville, VA 20106
Phone
Name Patricia O. Casey
Address 202 E. Coronado, Santa Fe, NM 87501
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.
CAMA Major Permit # 78-01, General Permit # 27800-B
• 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 15' day of January , 2003
Print Name John J. Geewax / Ouible & Associates, P.C.
Signature
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
proj ect.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Forth DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet.
Average Final
Existing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length Width Depth Depth
750' 30' 3.0' 5.0'

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1.670
b. Type of material to be excavated Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes X No
d. High ground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On site spoil retention area.
Some material to be removed off site when spoil
capacity is reached. Off site area to be determined.
b. Dimensions of disposal area Varies see enclosed
plat.
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? Yes X No
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
Revised 03/95
. 3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length Rip-ran = 520'
c. Average distance waterward of MHW or NWL
rip-rap 2' avg.
d. Maximum distance waterward of MHW or NWL
14' at east end of property
e. Shoreline erosion during preceding 12 months
Information not available
(Source of information)
f. Type of bulkhead or riprap material concrete and
granite rip ran
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 96 cu. yds.
(2) Bulkhead backfill 0
h. Type of fill material Granite, concrete
i. Source of fill material Inland quark demolition site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the water
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? Retention berm to be constructed
and silt fence will be placed around construction area.
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Hydraulic dredge, backhoe, 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.
John Geewax
Applicant or Project Name
Signature, Douglas Dorman-Agent for Ocracoke Holdings
January 15, 2003
Date
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number 1
(3) Length 140'
(4) Width 6'
(5) Finger Piers X Yes _ No
(i) Number 2
(ii) Length 12'& 30'
(iii) Width 3'& 6'
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 3
(8) Proximity of structure to adjacent riparian
property lines 15'
(9) Width of water body Pamlico Sound
(10) Water depth at waterward end of pier at MLW
or NWL 5.0' avg.
b. Boath ouse (including covered lifts)
(1) Commercial X Private
(2) Length 13'
(3) Width 6'
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length 40'
(2) Average distance from MHW, NWL or
wetlands 62'
(3) Maximum distance beyond MHW, NWL or
wetlands 81'
e. Mooring buoys N/A
(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
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community X Private
(2) Number 4
(3) Length 20'
(4) Width 10"
g. Other (Give complete description)
John Geewax
Applicant or Project Name
Signature - Quible & Associates-Agent for John Geewax
January 15, 2003
Date
Revised 03/95
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WO Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Mr. Douglas Dorman (John J. Geewax )
Project Number 03 0166
Recvd From DCM
Received Date 2/14/03 Recvd By Region
Project Type dredging, bulkhead.........
County Hyde
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
T, F Titer- O 7 OO N ?4-(40.5) SA 77 X0,30"7. l.l() 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- need justification for bulkhead and its height information
cc: Regional Office
Central Office Page Number 1
_6
0
W ATFR
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
April 4, 2003
DWQ Project No. 03-0166
Hyde County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
John j. Geewax
414 old Baltimore Pike
Chadds Ford, PA 19317
Subject Property: Geewax Property, John Gaskins Drive, Ocracoke, NC
Pamlico Sound [03-03-7, 29-(40.5), SA HQW (high quality) NSW (nutrient sensitive)]
REQUEST FOR MORE INFORMATION
Mr. Geewax:
On February 14, 2003, the Division of Water Quality (DWQ) received your request to use General Water Quality
Certification No. 3351 (GC3351) to impact wetlands, waters and buffers to conduct maintenance dredging and to install a
pier, a 403-foot long bulkhead and 107 feet of riprap at the subject property. The DWQ will require additional information
in order to process your application to impact wetlands, streams and protected 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.
• Bulkhead
It is unclear, based on information provided within your application and DWQ previous field evaluations
conducted on the property, as to why you must use a bulkhead to stabilize the shoreline. Please provide
additional information as to why the bulkhead is needed to stabilize the shoreline. Also, please provide
additional information as to how high the bulkhead will be and how much backfill will be required for it's
installation.
Please respond within three weeks of the date of this letter by sending this information to me in writing and to Mr. 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 Bob Zarzecki at [phone] if you have any questions regarding this matter.
n orr?-?,J/
W tlands/401 Unit, D7Hak. cc: Douglas Dorman, Quible & Associates, P O Drawer870, Kitty C2794 9
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
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/
mailbox:///C I/ W INNT/Profiles/bob_zarzecki/Application%20Data/Mo...
Subject: Re: Projects
From: Bob Zarzecki <[e-mail]>
Date: Fri, 04 Apr 2003 07:57:54 -0500
To: Tom Steffens <[e-mail]>
Tom:
Wow! ...that was fast ...sure is a change from the past ...thanks for the incredibly
quick response... don't worry about Haverty this morning ...it's been a year, it can
wait until next week... I'll write up the other four this morning... thanks again.
- Bob
Tom Steffens wrote:
Bob,
03-0135 Steffee - site visit , ok to issue w/condition to mitigate for
buffer impacts behind riprap on south end of project.
03-0195 C&D Landfill-I've commented on this before (ref. 17Feb), but I
guess it got lost in transmission, Issue n/c
03-0167 Smith ...Issue n/c
03-0166 Geewax... I haven't seen this one yet, I reveiwed all the
applications in my box last night and this morning ...wait it just showed up
in the wrong box ( temporary secretaries .... sheesh! whats a guy to do?) I
don't see on the plans how high the bulkhead is, and I recall no real need on
that shoreline..... it was a very gentle to flat grade if I remember
rightly....I think.... HOLD for height info and justification for need. (I
could see them easily building a 5 foot high bulkhead and backfilling with
the spoils, removing the existing spartina thats there now)
02-0210... Haverty.. This one is a more than a year old, and would have been
handled by Deborah, I can find no records either. Are you sure this one
wasn't withdrawn? I will call the applicant to see whats up, though tther
paperwork is lacking the specifics I agree that they would come in under the
General. Hang loose for a little while and I will get back to you later this
am.
toms
Bob Zarzecki wrote:
Tom,
Please send comments on Steffee and the tardies this morning if you can..
I have some unexpected time that I was hoping to clear my desk of some
paperwork. Thanks.
- Bob
030135 Steffee
030166 Geewax - Mike put down the wrong stream index... this project is
on Ocracoke adjacent the dredge/pier site that you and I conducted SAV
surveys on...I don't have a problem with most of it...however, from what
I recall I don't see the need for the bulkhead... I'll follow you lead on
this ... (60days - April 14th)
030195 Dare C&D Landfill - existing landfill... propose to construct a
2nd entrance... crossing a canal and two "ditches"...looks ok to issue n/c
03-0167 Smith - just down the road from you office ...looks like an
eroded shoreline between two existing bulkheads ...ok to issue ?
1 of 1 4/4/03 7:58 AM
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IN REPLY REFER TO
Regulatory Division
Action ID No. 200310353
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
February 20, 2003
r Q
9 fdF }
k., F 2 5S
ttII
Yt??T?i?1 C}? t .
«,,l?l?t3t` tJfl, t ?U
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Dorney:
Please reference the application of John Geewax for Department of the Army (DA)
authorization and a State Water Quality Certification to maintenance dredge an access channel,
construct a pier, boathouse, and bulkhead, and place riprap material, on property located off State
Road 1357, adjacent to the Pamlico Sound, on Ocracoke Island, Hyde County, North Carolina.
Your receipt of this letter verifies your acceptance of a valid request for certification in
accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the
Clean Water Act, and we have determined that a water quality certification is required under
the provisions of Section 401 of the same law. A Department of the Army permit will not be
grapted until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt
of a request for certification is a reasonable time for State action. Therefore, if you have
not acted on the request, or asked for an extension of time, by April 21, 2003, the District
Engineer will deem that waiver has occurred.
'Jw
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Branch, telephone [phone], extension 23.
Sincerely,
4""
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
IN REPLY REFER TO
Regulatory Division
Action ID No. 200310353
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
February 20, 2003
John J. Geewax
414 Old Baltimore Pike
Chadds Ford, Pennsylvania 19317
Dear Mr. Geewax:
lit?
I.°t'
2 2003
On July 24, 2000, we renewed General Permit No. 198000291 (copy enclosed), which
provides Federal authorization for construction activities that receive authorization from
the State of North Carolina.
A review of your application received February 18, 2003, for Department of the Army (DA)
authorization to maintenance dredge an access channel, construct a pier, boathouse, and.
bulkhead, and place riprap material, on property located off State Road 1357, adjacent to the
Pamlico Sound, on Ocracoke Island, Hyde County,.North Carolina, indicates it to be a candidate
for Federal authorization under this general permit. Accordingly, the administrative processing
of your application will be accomplished by the North Carolina Division of Coastal Management.
Comments from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for any reason, you
will be informed regarding its further management. If there are no unresolved differences in
State-Federal positions or policies, the final action taken on your application by the State will
result in your receiving written notice from us that your application is consistent with the general
permit and you may commence your activity. Only after receiving such confirmation should you
begin work.
-2-
Your application, pursuant to Section 10 of the River and Harbor Act and Section 404
of the Clean Water Act, has been assigned Action ID No. 200310353 and will be coordinated
by Mr. Raleigh Bland in our Washington Regulatory Field Office. Mr. Bland is available at
telephone [phone], extension 23.
Sincerely,
?Raleigh Bland, P.W.S.
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
John Dorney
W er Quality Section
ivision of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Terry Moore, District Manager
Washington Regional Office
North Carolina Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr., Secretary
MEMORANDUM
TO:
FROM-
DATE:
SUBJECT:
Applicant:
Mr.'John R. Dorney, Environmental I
Division of Water Quality Supervisor
41.
`ti1
Doug Huggett
Major Permits Processing Coordinator
11 February 2003
Project Location:
CAMA/Dredge and Fill Permit Application Review
Mr. Douglas Dorman of Quible & Associates, P.C.,
(Agent for John J. Geewax),
off SR 1357, in Hyde County, North Carolina, on Ocracoke Island,
near Horse Pen Point on Pamlico Sound
Proposed Project: Mr. Douglas Dorman of Quible & Associates, P.C., (Agent for John J.
Geewax), proposes to conduct maintenance excavation of a 30'x 750'
access channel to an existing dredged basin. A 6' x 196' pier with two
fixed slips and a 13' x 30' boathouse are proposed along with a 40'
breakwater to be built underneath the pier adjacent the proposed slips
and boathouse. A 403' long bulkhead is proposed along the normal water
level and 107' of riprap is proposed to stabilize an area of Spartina
altemiflora marsh.
Please indicate below your position or viewpoint on the proposed project and return this form by
4 March 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
Signed
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.
Date

943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity % Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
v
DevelopmentType FEE OCM °b
(14300 1601435100093 1625 6253 DWQ °/.
43001602 435100095 2341
L Private, nonroommercial
development that does not Involve $250 100%($250) 0%($0)
the }tiling or excavation of any
wetlands or open water areas:
11. Public or commensal development
that does not involve the filling or $400 100%($400) 0% (50)
excavation of any wetlands or open
water areas;
111. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water ,
areas, determine if A, B, C, orD
below applies:
III(A). For Private, non-commensal
development, if General water Quailty 5250 100%(S250) 0% (SO)
Certification No.3301(see attached)
can be applied
111(Br For public or commensal
development, k General water Quality 5400 100%(S400) 0%($0)
Certification No.3301 (see attached)
can be applied
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
it } If General Water Quality
Certification No. 3301 (see attached) S400 60%(S240) 40%($160)
not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60% (5295) 40%($190)
than one acre of wetlands and/or
open water areas:
&?avatt
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John Geewax
2. LOCATION OF PROJECT SITE: Off SR 1357, in Hyde County on Ocracoke Island near Horse Pen
Point on Pamlico Sound.
Photo Index - 2000: 90-1042;V-7 1995: 90-961; W-16 1989: 197-4; Q-17 State Plane
Coordinates - X: 2,906,000 Y: 510,900
Ocracoke Quad. (upper left corner)
3
4.
INVESTIGATION TYPE: CAMA and D/F
INVESTIGATIVE PROCEDURE: Date of Site Visit - 10 October 2002
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 10 February 2003
Office - Washington
6. SITE DESCRIPTION:
(A) : Local Land Use Plan - Hyde County
Land Classification From LUP - Commiulity.(Highground)/Conservation (Water)
(B) AEC(s) Involved: EW, PTA, ES
© Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: None
Planned - Septic with drain field
(F) Type of Structures: Existing - None
Planned - Pier, boathouse, mooring pilings, breakwater, bulkhead, riprap.
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Pamlico Sound Bottom 22,500 ft2 535 ft2 (rip rap) 1,344 ft2 shaded
(Pier)
© Other 27,378 ft2
Upland Spoil Area 11
(D) Total Area Disturbed: 51,757 ft2 1.19 ac.
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: Applicant proposes to conduct maintenance excavation of a 30' x 750' access
channel to an existing dredged basin. A 6' x 196' pier with 2 fixed slips and a 13' x 30' boathouse are
proposed along with a 40' breakwater to be built underneath the pier adjacent the proposed slips and
boathouse. A 403' long bulkhead is proposed along the normal water level and 107of riprap is proposed to
stabilize an area of SSpartina alterniflora marsh.
John Geewax
Ocracoke/Pamlico Sound
Hyde County
Project Setting
The project site is located off SR 1357 (Gastrin Drive) on Ocracoke Island near Horse Pen
Point adjacent the Pamlico Sound in Hyde County North Carolina. The site is a sandy berm
bordered on the north side by the Pamlico Sound and to the south by a coastal wetland marsh
vegetated primarily with Juncus roemeranus (Black Needlerush). The east side of the property is
bordered by coastal wetland marsh and Southward Creek. The sandy berm ranges in width fiom t 70'
to ±200' (in the vicinity of an earlier spoil area) and has an elevation of approximately 44' above the
normal water level. Access to the sandy berm is by a t20' wide x ±250' long filled road across the
coastal marsh. Vegetation on the north side of the berm consist of Spartina patens (Salt Meadow
Grass), Ammophila breviligulata (American beach grass), Hydrocotyle bonariensis (Pennywort) and
Uniola paniculata (Sea oats). There are intermittent stands of Spartina alterniflora marsh located
along the shoreline. The south side of the berm is vegetated with Myrica cerifera (Wax myrtle) and
Juniperus virginiana (Red cedar). Vegetation is sparse in the center of the property as a result of it
serving as a dredge spoillborrow area during a previous dredging project. The elevation in the center
of the property is ±3' lower than the surrounding uplands due to the removal of the previously
dredged sand material.
The aquatic nearshore area is part of a shallow sandy shoal that extends some ±700' offshore.
Water depths are between l' to 3' deep. There are some scattered beds of Halodule wri htii (shoal
grass) in the project vicinity. There are some opportunistic oyster clusters along the shoreline and an
active clam lease located immediate vicinity. The project area was the site of a previous dredging
project that included a dredged access channel and basin authorized by Major CAMA/Dredge and
Fill pen-nit No. 132-87. The existing access channel has filled in along the dredged aligiunent. The
existing basin has experienced some shoaling as well. Water depths in the channel alignment are
between 2 to 3'. This channel has not been maintained since 1995. The pier structure authorized by
Major CAMA/Dredge and Fill permit No. 132-87 was never built.
The Pamlico Sound in this area is classified as SA by the Environmental Management
Commission and is open to shellfishing.
Project Description
The applicant and current owner of the project area currently posses an active CAMA/Dredge
and Fill Permit No. 78-01. CAMA/Dredge and Fill Permit No. 78-01 was originally issued to the
previous property owner, Claudia Touhey, on 22 June 2001 and was transferred to the current
property owner, John Geewax on 12 December 2001. The permit currently authorizes an 55' x
450'access channel off the existing basin and access channel to a new basin with a proposed pier
structure with 4 boat slips as well as 246' of bulkhead and 377' of retaining wall. Due to shoaling in
the existing access channel the applicant has requested to modify CAMA/Dredge and Fill permit no.
78-01 to include excavation of a 30' wide x 750' long channel along the original dredged alignment
to the existing dredged basin authorized by Major CAMA/Dredge and Fill permit No. 132-87 .
Excavation of this access channel will result in 1, 670 cubic yards of sand spoil to be placed in the
spoil area permitted by CAMA/Dredge and Fill Permit No. 78-01. A hydraulic dredge will pump the
sand to the diked spoil retention area. The spoil area capacity will be exceeded so the applicant
proposes to remove some of the spoil material during the dredging work. The applicant has reported
the spoil area capacity to be 2,020 cubic yards. The project proposal would result in a total of
:3,367 cubic yards of spoil material(amount of spoil reported in previous and current permit
application). The applicant has also requested to modify CAMA/Dredge and Fill permit no. 78-01 to
include the construction of an additional 403' of bulkhead aligned at the normal water level for a
total of 699'. The applicant also proposes to place 107' of riprap around an area of Spartina
alterniflora marsh. The applicant has also requested an additional pier system, 6' wide 196' long
with a 40' long breakwater built underneath the pier adjacent the two proposed slips and a proposed
13' x 30' boathouse. The two pier systems will have a combined total of 7 boat slips. None of the
work currently authorized by CAMA/Dredge and Fill permit no. 78-01 has been completed to date.
Anticipated Impacts
The proposed project modification will increase the excavation of shallow water habitat from
±24,750 ft2 to ±47,250 ft2. The proposed modification will increase the removal of sand from the
estuarine system from 1,697 to 3,367 cubic yards. The proposed additional pier and boat house will
shade ± 1,344 ft2 of Pamlico Sound bottom. The construction and use of the diked spoil area will
result in the filling and grading of ±27,378 ft2 of uplands. The bulkhead and dock installation will
result in some localized short tenn turbidity.
Steve Trowell - Washington Regional Office - 5 Febriiazy 2003
Quible
P.C.
Quible & Associates P.O.Arawer870
, IOtty Ho", NC 27949
EVGINEERING - ENVIRONMENTAL SCIENCES . PLANNING Phone: 252-261-=
I= 252-261-1260
SINCE 1959
PRINCIPALS
Sean C. Boyle, RE
Joseph S. Lassiter, C.E.P.
Eduardo J. VoldMeso, RE.
January 17, 2003 ASSOCIATES
Joseph J. AnW. P.E.
David S. Neff
Mr. Terry Moore
NC Division of Coastal Management
Washington Square Mall
Washington, NC 27988
Re: Major CAMA Permit Modification - #78-01
Geewax Property, Ocracoke, NC
Dear Mr. Moore:
The purpose of this correspondence is for Quible and Associates, P.C. to submit to the NC
Division of Coastal Management (DCM) a Major Coastal Area Management Act (CAMA)
Permit modification on behalf of John Geewax. The subject property is a parcel of land located
adjacent to the Pamlico Sound and John Gaskins Drive in Ocracoke, Hyde County, North
Carolina.
The subject property has been permitted to dredge 1,220 cubic yards of material that will provide
deep water access to the an existing basin and Cochran channel. The property was also permitted
to construct a pier with 4 boat slips and 245' of bulkhead for shoreline stabilization.
The project proposes to do maintenance dredge of the existing Cochran channel and place the
material within the permitted spoil retention area located on the property. The area to be dredged
is 750' long by 30' wide and will be dredged to a depth of 5'. The channel will be hydraulically
dredged and produce 1,670 cubic yards of material that will be pumped to the spoil retention area
located onsite. The combined spoil material from the permitted and proposed area will produce
2,945 cubic yards of material which exceeds the capacity of the permitted spoil retention area,
therefore some material in the retention area will have to be removed during the project. Also
proposed is a 110 long by 6wide pier with a 390 sf boat house and two additional boat slips.
An additional 403' of bulkhead will be extended to the north end of the property and an area of
coastal wetlands located at the northern end of the property will be protected by 107 linear feet of
rip-rap.
The following items have been attached and shall be considered part of this submittal package:
1. Major CAMA Permit Applications, DCM-MP Forms 1, 2, & 4
2. 8 V2" x 11" reduction of Site Plan
3. 3 copies full size (18" x 24") Site Plan
4. Fee Check for $400.00 made payable to NCDENR
5. Copies of the letters and receipts for adjacent property owners
6. A deed for the subject property
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
c. Street address or secondary road number
1. APPLICANT John Gaskins Drive
a. Landowner:
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Name John J. Geewax
Address 414 Old Baltimore Pike
City Chadds Ford State PA
Zip 19317 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Ouible & Associates, P.C.
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Geewax - Ocracoke
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Hyde
b. City, town, community or landmark
Ocracoke
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Shoreline stablalization that includes 403' of wooden
bulkhead and 107' of rip-rap. A pier will extend out 110'
from NWL to a 390 sf Boathouse, 2 finger piers, and a 40'
breakwaterunderthe pier thatwill provide protection forthe
boat slipm
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations ofproposed project.
If more space is needed, please attach additional
pages. Construction of a wooden pier will provide access
to an existing channel. A bulkhead and rip-rap will provide
shoreline stabalization. The existing channel is to be
dredged and the spoil material will be placed within a
retention area located on the subject property.
Revised 03/95
The submital package has been sent with a 3 copies of the application plat. The remaining copies
will. be sent after an initial review has been completed. The letters of Notification of Riparian
Adjacent Property Owners were issued on the January 16, 2003. A copy of the Receipts for
Certified Mail have been provided indicating that the notification letters were sent and Return
Receipts will be provided upon receipt of response.
Thank you for your attention to this information. If following review you have questions or need
additional information contact me at 252-261-3300.
Sincerely,
Quible and Associates, P.C.
Douglas A. Dorman
cc: John Geewax
Form DtM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 131 194 sq_ft. (3.10 Ac.)
b. Size of individual lot(s) Lots 3,4,5, Trent Woods
Subdivision = 40,644 sf O'Neil heirs _division,lot 4
Section 1= 90,550 sf
c. Approximate elevation of tract above MHW or NWL
-51
d. Soil type(s) and texture(s) of tract
Estuarine/marine shells sand/ sandy loan/muck
e. Vegetation on tract Juncus spp. Typha spp.,
Spartina alternaflora Paricum spp Persea borbonia,
Kosteletzkva virainica smilax spp, Junipenis
virginiana Myrica cerifera Baccharis halimifolia
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)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
None
i. Is the proposed project consistent with the applicable
zoning? Yes No NA
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract?
If yes, by whom? _
Yes X No
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
Coastal (marsh) X Other X (404) If yes, has a delineation been conducted? Yes
1. Are there wetlands on the site? X Yes - No
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
Surface runoff
o. Describe existing drinking water supply source.
Central water from Ocracoke
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 '/2" by 11" white paper. (Refer to Coastal
Resources. Commission Rule 710203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.). A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
Revised 03/95
Form DCM-MP -1
• 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 Elizabeth Chamberlin
Address PO Box 90, A nsville, VA 20106
Phone
Name Patricia O. Casey
Address 202 E. Coronado, Santa Fe. NM 87501
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.
CAMA Major Permit# 78-01, General Permit # 27800-B
• 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 15`h day of January, 2003
Print Name John J. Geewax / Ouible & Associates, P.C.
Signature
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet.
Average Final
Existing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Len th Width Depth Depth
750' 30' 3.0' 5.0'

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1.670
b. Type of material to be excavated Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes X No
d. High ground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On site spoil retention area.
Some material to be removed off site when spoil
capacity is reached. Off site area to be determined.
b. Dimensions of disposal area Varies see enclosed
plat.
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? Yes X No
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
Revised 03195
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead X Riprap
b. Length Bulkhead = 403', rip-rats = 107'
c. Average distance waterward of MHW or NWL
Bulkhead (ED NWL, rip-rap 10' avg.
d. Maximum distance waterward of MHW or NWL
bulkhead nu, NWL, f rip-rap
e. Shoreline erosion during preceding 12 months
Information not available
(Source of information)
f. Type of bulkhead or riprap material Wooden
bulkhead, concrete and granite rip rap
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 24 cu. yds.
(2) Bulkhead backfill 0
h. Type of fill material Granite, concrete
i. Source of fill material Inland quart', demolition site
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the water
-0-
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wedands
(marsh), SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area
(2) Purljose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? Retention berm to be constructed
and silt fence will be placed around construction area.
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Hydraulic dredge, backhoe, tricks
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.
John Geewax
Applicant or Project Name
Signature, Douglas Dorman-Agent for Ocracoke Holdings
January 15.2003
Date
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) _, Commercial -Community X Private g.
(2) Number 1
(3) Length 140'
(4) Width 6'
(5) Finger Piers X Yes _No
(i) Number 2
(ii) Length 12'& 30'
(iii) Width T& 6'
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 3
(8) Proximity of structure to adjacent riparian
property lines 15'
(9) Width of water body Pamlico Sound
(10) Water depth at waterward end of pier at MLW
or NWL 5.0' avg.
b. Boathouse (including covered lifts)
(1) Commercial X Private
(2) Length ?0: 3a'
.
(3) Width gr ki '
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length 40'
(2) Average distance from MHW, NWL or
wetlands 62'
(3) Maximum distance beyond MHW, NWL or
wetlands 81'
Mooring buoys N/A
(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, mooring pilings-, etc.)
(1) _ Commercial -Community X Private
(2) Number 4
(3 Length 20'
Width 1011
Other (Give complete description)
John Geewax
Applicant or Project Name
Signature - Quible & Associates-Agent for John Geewax
January 15, 2003
Date
Revised 03/95
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item 4 if Restricted Delivery is desired.
ii Print your name and address on the reverse
so that we can return the card to you.
¦ Attach-this card to the back of the mailpiece,
or on the front If space permits.
I . Article Addressed to:
John Geewwax
414 Old Baltimore Pike
Chadds Ford, PA 19317
03-0166= Hyde County
?. Article Number
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? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
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-JNITED STATES POSTAL SERVICE First-Class Mail
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Permit No. G-10 .
• Sender: Please print your name, address, and ZIP+4 in this box!
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C DENR Division of Water Quality
1 Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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( IN FEET )
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DRAWING FILE: P00030CAMAMOD N.T.S. PLOT SCALE: 1 "=50'