20091223 Ver 1_CAMA Application_20091112

Adr?NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
09- 1 223
November 5, 2009 0 ?? ? O??
MEMORANDUM
N O V 1 2 2003
TO: Cyndi Karoly DENR _ WATER QUALR
Environmental Biological Supervisor WETLANDS ANDSTORLIWAVABRANCH
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: DIRT BOYS CO.; ROCKY HOCK CAMPGROUND; DAVID HARRELL
Project Location: 1008 David's Red Barn Lane off SR 1215 & on Chowan River, Chowan Co.
Proposed Project: Dredge 1200'x15'x6' channel in existing man-made canal
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 11/26109 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kelly Russell at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.ncmastaimanagement.net One
No hCarohna
An Equal Opportunity 1 Affirmative Action Employer AVA(ra"U
• DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Dirt Boys Company/ Rocky Hock Campground, David Harrell
2. LOCATION OF PROJECT SITE: 1008 David's Red Barn Lane off of Tynchtown Rd
(SR 1215) Chowan County and on the Chowan River
Photo Index- 2006: 146-6886(F,16) 2000: 146-1863(D,16) 1996: 146-1542
(C,16)
State Plane Coordinates - X: 890,000 Y: 267,000 Valhalla Quad
Rover File: D103010A
3. INVESTIGATION TYPE: CAMA D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/28/2009
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - Nov. 5, 2009
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Chowan County
Land Classification From LUP - conservation
(B) AEC(s) Involved: Estuarine Waters, Public Trust Area
(C) Water Dependent: yes
(D) Intended Use: private
(E) Wastewater Treatment: Existing - onsite system
Planned -none
(F) Type of Structures: Existing - metal storage building, observation tower
Planned -none
(G) Estimated Annual Rate of Erosion: n/a
Source - n/a
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) High Ground Area
(B) Estuarine Waters, Public Trust
Area
18,000 sq. ft.
40,000 sq. ft.
(D) Total Area Disturbed: 58,000 sq. ft. (1.33 acres)
(E) Primary Nursery Area: no
(F) Water Classification: B-NSW Open: closed
8. PROJECT SUMMARY: The applicant proposes to mechanically dredge a 15 ft wide
by 1200 ft. long channel 6 ft. deep within an existing manmade canal.
ELLIOTT CONSULTING
October 15, 2009
Rocky Hock Campground Dredging Project - Project Narrative
David Keith Harrell /Dirt Boys Company -Applicant
Edenton, North Carolina `T ?'f1?'??iaE r?
The Rocky Hock Campground Dredging Project is being undertaken by Mr. David Keith
Harrell of Dirt Boys Company and Rocky Hock Campground, in order to clear out and maintain an
existing 30-ft wide, 1200-ft long canal located near the Rocky Hock Campground off Tynchtown
Road in the Rocky Hock community, 8 miles north of Edenton, NC, connecting the campground
premises to the Chowan River. The original canal was dug in approximately 1945 to a maximum 6-ft
depth, and has not been dredged for maintenance since its construction. This permit being submitted
to CAMA is requesting permission to dredge out material that has fallen into the canal over the years
and has collected on the bottom.
At this time the average depth of the canal is 2.4-ft at Normal High Water, with a maximum
depth 3.5-ft at the mouth of the canal. The majority of the canal, which runs through a swamp, is
1.5 to 2.5-ft deep before hitting the muck bottom, and is close to being completely clogged with
sediment and muck. The canal was originally intended for use as an access to the river for fishermen
and other boaters, and as drainage for the adjacent lands. Once Mr. Harrell receives his CAMA
permit and is able to clean out the canal, it will again be available for use as an access to the Chowan
River, and will be used by boaters and kayakers, occupants of the campground, and local families and
residents. The following will describe the process and the means that the canal will be dredged. This
document will also cover what actions have already been taken and completed.
The Rocky Hock Campground has a 5-acre high, flat area of land located at the western
edge of its property before that property drops into the swamp. Part of this area is currently being
used as a paintball competition field, and is adjacent to the navigable head of the above canal. The
paintball field is intended to be used as a spoil area for the sediment removed during the dredging
operation. At this time, Mr. Harrell intends to build a minimum 4ft high solid sand berm around a
200-ft by 200-ft area on the paintball field to serve as a spoil deposit site, which will be located 100-ft
from the head of the canal, and 75-ft from the nearest swamp and wetlands.
There are two 75-ft wide portions of the high land that join the head of the canal that have
been used for years as landings for the canal. All equipment and materials for dredging the canal will
come overland to this area by an existing 0.4mi long access road leading from Tynchtown road. The
100-ft area between the head of the canal and the spoil area will serve as a staging and processing
area for the dredging operation. A map is provided to show the paintball field, the measured spoil
area, the road entering, and the canal connecting to Chowan River.
For the dredging, Mr. Harrell has developed and constructed a small custom built floating
mechanical dredge for use in narrow creeks and canals. The mechanical dredge consists of two
pontoons below a platform, with a hydraulic arm that will scoop out muck and sediment from the
canal. The removed muck and sediment will be placed into a 300-gallon round steel container
located on one of several small floating barges located under or adjacent to the dredging platform,
and the muck will not be deposited on the swampland adjacent to the canal. Once loaded, the barges
will be floated to one of the landings at the head of the canal, where the containers will be lifted
from the barge by excavator and carried to the spoil area 100ft from the canal. The containers will
be unloaded once they are inside the spoil area, and the spoil will be spread out by front-end loader
inside the berm area for drying out. All water and sediment will be contained within the berm area,
and it is estimated that the spoil removed from this operation will increase the elevation inside the
October 15, 2009
berm area 1.5 to 2.0-ft. Any water brought into the spoil area will be allowed to drain naturally down
through the soil, and will not be allowed to overflow into the waters of the State.
Mr. Harrell intends to excavate a 15-ft wide channel in the center of the canal, including the
channel slopes, down to the canal's original 6-ft depth in the center. The sides of the excavated
trench will have a 1:1 underwater slope, and the flat bottom of the channel in the center of the canal
will be approximately 8-ft wide. An attached cross-section diagram of the planned channel is
provided. Approximately 1800 cubic yards of muck and sediment will be removed from the canal
and deposited in the 200-ft by 200-ft spoil area to a depth of approximately 1.5-ft.
The hydraulic oil used on the dredge's boom arm will be of a type that is environmentally
safe.
A Submerged Aquatic Vegetation survey was performed on July 30, 2009 by Elliott
Consulting to evaluate the aquatic vegetation in the canal. Samples of the vegetation were taken every
fifty feet down the canal and cataloged, and then muck depths were measured. During the SAN'
survey, it was found that the canal was filled from shore to shore with heavy presence of Carolina
Fanwort (Cabomba caroliniana). The Fanwort was present in one solid mat for the entire length of
the canal, up until within 100-ft of the mouth where the canal joins Chowan River. Carolina Fanwort
is invasive in eastern North Carolina and provides little known direct food value for wildlife.
All riparian landowners have been contacted and made aware of the proposed dredging
project. The landowners were first contacted by certified mail on August 8, 2009 with information
about the dredging project, which included maps and a narrative description of the project. A
second certified mailing was sent out to allriparian landowners with maps, a narrative description of
the project, and a copy of the full application package, including MP-1 and MP-2. No negative
comments from any landowners have been received so far.
The dredging area and spoil area will be well marked with WARNING and KEEP OUT
signs, and the areas are only accessible by a private access path through Mr. Harrell's property.
Mr. Harrell does hereby request approval for this CAMA permit, and asks that it be
expedited as soon as possible. Mr. Harrell appreciates your consideration of this application.
Sincerely,
Ken lliott
Elliott Consulting
622 ROCKY HOCK CREEK ROAD EDENTON, NORTH CAROLINA • 27932
PHONE: [phone] EMAIL: [e-mail]
men 11F4
APPLICATION for 09- 1 2 2 3
Y
Mider Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Dirt Boys Company / Rocky Hock Campground Project Name (if applicable)
Rocky Hock Campground Dredging Project
Applicant 1: First Name
David MI
Keith Last Name
Harrell
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1008 David's Red Barn Lane PO Box City
Edenton State
NC
ZIP
27932 Country
us Phone No.
252 - 221 - 4695 ext. FAX No.
-
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Elliott Consulting
Agent/ Contractor 1: First Name MI Last Name
Kenneth C Elliott
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
622 Rocky Hock Creek Road Edenton NC
ZIP Phone No. 1 Phone No. 2
27932 252 - 339 - 3206 ext. 252 - 482 - 8846 ext.
FAX No. Contractor #
252 221 8695
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
252-808-2805 .. 1-888-4RCOAST .. www.nccoast.alrnanagement.net
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address ?rti?ar
;$tate Rd. #
Chowan 1008 David's Red Barn Lane
Subdivision Name City State Zip
Edenton NC 27932-
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 221 - 4695 ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Manmade canal to Chowan River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
?Natural ®Manmade ?Unknown Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ®No work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1200 ft. canal ( 2400 ft. shoreline) 96,000 sq.ft. (2.204 acres)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 1.5 ft. ®NHW or ?NWL
e. Vegetation on tract
Pre-existing canal passes through irregularly flooded wooded wetlands (swamp), containing grasses, rushes, sphagnum
moss, high shrubs, cypress and some pine, maple and gum trees.
f. Man-made features and uses now on tract
Man-made canal to Chowan River; 8ft x 24ft storage building, picnic table & 50ft wire fence (all used for paintball field), 10ft
x 10ft x 20ft tall wood observation tower used for paintball (see map for locations).
g. Identify and describe the existing land uses adjacent to the proposed project site.
Swampland is adjacent to majority of canal; Rocky Hock Campground property is located adjacent to head of canal, 1200 ft
from mouth on Chowan River. Campground property adjacent consists of large high field (currently being used as paintball
area) that will be developed into spoil collection area for this dredging project.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Agriculture (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ®NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 :- I AST .. vv. oi.»ecoastaimanage ent.net
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ?Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A 'T ,

o. Describe existing drinking water supply source.
Chowan County Water System
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
When dredging of this channel in the creek is complete, it will allow safe and deep-water access to canoes, kayaks, and
small boats that will travel from Rocky Hock Campground to the Chowan River for fishing and other forms of recreation.
Users will include area residents and patrons of the campground.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Sheet Attached
d. List all development activities you propose.
Maintenance and excavation of existing canal..
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance of pre-existing channel in
canal.
f. What is the approximate total disturbed land area resulting from the proposed project? Spoil area - 0.918 acres, processing
area - 0.230 acres, 1.148 acres total
?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
282-800-28£48 ,. 1-888-4RCOAST .. wvW,nccaastall managernent,net
V
5.c. Activities and Impacts
Dredging of the canal is planned as follows: Mr. Harrell has developed and constructed
a small custom built floating mechanical dredge for use in narrow creeks and canals. The mechanical
dredge consists of two pontoons below a platform, with a hydraulic arm that will scoop out muck and
sediment from the canal. The removed muck and sediment will be placed into a 300-gallon round steel
container located on one of several small floating barges located under or adjacent to the dredging
platform, and the muck will not be deposited on the swampland adjacent to the canal. Once loaded, the
barges will be floated to one of the landings at the head of the canal, where the containers will be lifted
from the barge by excavator and carried to the spoil area 100ft from the canal. The containers will be
unloaded once they are inside the spoil area, and the spoil will be spread out by front-end loader inside
the berm area for drying out. All water and sediment will be contained within the berm area, and it is
estimated that the spoil removed from this operation will increase the elevation inside the berm area
1.5 to 2.0-ft. Any water brought into the spoil area will be allowed to drain naturally down through the
soil, and will not be allowed to overflow into the waters of the State.
to - tl, - 05

Form JDCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Steven Wade Harrell Phone No. 252-221-8017
Address 149 White's Landing Road, Edenton, NC 27932
Name David R. Harrell Phone No. 252-221-8036
Address 227 Tynch Town Road, Edenton, NC 27932
Name The Bosher Family Phone No. Unknown
Address PO Box 655, Virginia Beach, VA 23451
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date -October 16, 2009 Print Name _D id Keith Harrell
r
Signature
425--
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information ?4j'

252.808-28x08 .. 1-888-4Rfrt)flS`;~` .. vvvv .nccoastalr_nariagLrnent.net
Form DCM MP-2
EXCAVATION and FILL
!j t ;
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin Rock
Breakwater (excluding
shoreline
(NLW or stabilization
NWL

Length 1200 ft
Width 15 ft
Avg. Existing 2.5 ft NA NA
Depth

Final Project 6.0 ft NA NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
1800
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ®SAV 16.500 ?SB
?WL []None
(ii) Describe the purpose of the excavation in these areas:
Maintenance dredging of pre-existing channel for boaters.
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
High land 100 ft south of head of canal.
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner
?This section not applicable
b. Type of material to be excavated.
Muck bottom: topsoil runoff from adjacent swamp, sand &
clay mixture.
d. High-ground excavation in cubic yards.
0
?This section not applicable
b. Dimensions of disposal area.
200 ft x 200 ft
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Same disposal area, can be expanded to 3 acres.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ?SAV ?SB
[]WL ®None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
[]Yes ONo ?NA
(ii) If yes, how much water area is affected?
252-808-2808 -- 1-866-4RCOAST revised- 12i26106

3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
o. ?enyui.
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brouaht to the site? []Yes ®No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (56), or
other wetlands (WL). If any boxes are checked, provide the
(ii) Amount of material to be placed in the water number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV ?SB
(iv) Purpose of fill ?WL []None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
6 ft tall x 6 ft wide solid sand berm will be constructed around Mechanical dredge: small pontoon dredge with mechanical arm.
perimeter of disposal area
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
[]Yes ONo ?NA site? []Yes ®No []NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
October 16, 20091, rk
f??, A#d Keith Harrell
Date
4JEw Ap i nt Na
Rocky Hock Campground Dredging Project
Project Name Applicant Sign ure
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MAJOR PERMIT FEE MATRIX
Applicant: Dirt Boys Company; Rocky Hock Campground; David Keith Harrell
Selection Development Type Fee DCM %
(14300 1601 435100093 1625 6253) DWQ %
(24300 1602 435100095 2341)
1. Private, non-commercial
E] development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
E] development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
El commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

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