20051162 Ver 1_COMPLETE FILE_20050623

O`( W A11j Michael F. Easley, Governor
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? liam G. Ross Jr.,
ecretary
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Co r North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
January 26, 2006
DWQ Project # 05-1162
Currituck County
Mr. Jim Owens
734 Maury Avenue
Norfolk, VA 23517
Subject Property: Jim Owens Property
Coinjock Bay [030154, 30-1-6, SC]
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Dear Mr. Owens:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.0172 acres vegetated wetland (estuarine shoreline - shoal), 0.172 acres estuarine
waters - Public Trust Area (channel), and 0.347 acres estuarine waters - Public Trust Area (upland basin)
to reconnect existing basin to Coinjock Bay, dredge channel, construct breakwater structures for the
channel and dredge within the existing basin at the subject property as described in your. application
received by the Division of Water Quality (DWQ) 401 Oversight/Express Review Permitting Unit on
June 23, 2005, with more information received by the DWQ on January 25, 2006. After reviewing your
application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3400 covers these water impacts. This Certification allows you to General Permit
No. 198000291 when issued by the US Army Corps of Engineers (USACE). 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 to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is 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). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Vegetated wetland-estuarine shoreline - shoal 0.0172 acres - dredged DCM Field Investigation Report
One,
i?yy u,?.av
rill"
401 Oversight/Express Permitting Unit 11t1lCll
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Jim Owens
Page 2 of 2
January 26, 2006
Estuarine waters-Public Trust Area - channel 1 0.172 (acres) - dredged DCM Field Investigation Report
Estuarine waters-Public Trust Area - upland basin 0.347 (acres) - filled DCM Field Investigation Report
2. 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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
AWK/Um
Sincerely,
Alan W. Klimek, P.E.
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
Mike Street, P.O. Box 769, Morehead City, NC 28557
Atlantic Environmental Consultants, LLC, P.O. Box 3266, Kitty Hawk, NC 27949
Filename: 051162Jim0wens(Currituck)101-CAMA
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D,;--iico2,
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266
Kitty Hawk, NC 27949
[phone] [phone] fax 8 EIVED
GEC 1 9 2005
December 16, 2005 DWQ-MYARO
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Mr. Kyle Barnes D
N.C. Division of Water Quality JAN 2 5 2006
943 Washington Square Mall
Washington, NC 27889 WETLANDS AND STORW WATER BRANCH
Dear Mr. Barnes,
This letter is accompanying revised plat and project narrative for Jim Owens, to maintenance
dredge, reconstruct a wooden breakwater and place rock rip rap along a portion of shoreline and
breakwater within Coinjock Bay, Maple, Currituck County, North Carolina.
The additional information and revisions are with reference to your concerns with the previously
proposed project. We hope the following additional information and revised project will address
all of your concerns.
I have discussed the proposed revised project with Rich Weaver with N.C. Division of Coastal
Management. Mr. Weaver will move this project forward if your concerns along with Sara
Winslow's are addressed with these revisions.
The additions are a SAV study; which proved no SAV's were within the project area at least 200
feet in all directions of the proposed maintenance dredge. The plan was revised to address
flushing concerns with filling the basin to a constant -3.0 foot depth to be consistent with the
connecting water depth (once maintenance dredged), and placing a pipe at the north end of the
basin to allow flushing from the north end through Coinjock Bay to flow through the basin and
out.
I have discussed the project with Raleigh Bland with USACOE and he has no objections to the
fill as long as sift fence is placed at the mouth of the basin before filling takes place.
If you have any questions, please do not hesitate to call 252-261-7707.
rely,
oxanne D. Dorman
Atlantic Environmental Consultants, LLC
Encl. a/s
cc: Jim Owens
PROJECT NARRATIVE
CAMA Major Permit - Jim Owens - Maple
Currituck County, North Carolina
Introduction: The location of the proposed project is off Highway 168 before SR1246
(Maple Post Office) in Maple on Coinjock Bay, Currituck County, North Carolina. Within
the 31.5 acre subject tract is an existing two-story farm house with two bams a manmade
boat basin and existing boathouse.
AEC conducted a pre-application meeting on site with the property owner and the N.C.
Division of Coastal Management, Frank Jennings on December 12, 2004. Mr. and Mrs.
Owens expressed their proposal to re-open the manmade boat basin by maintenance
dredging to continue use of the boathouse, manmade basin and access to Coinjock Bay
under a CAMA Major Permit process.
Purpose and History of Proposed Project: The purpose of the proposed project is to
reconnect the manmade boat basin with Coinjock Bay and maintenance dredge a portion
of the manmade boat basin and boat access channel and reconstruct a wooden
breakwater within Coinjock Bay, to allow continued recreational boating by accessing the
bay, and create a more successful design to prevent future problems of sediment
movement within the access channel and basin. The entrance to the manmade boat basin
has closed off naturally by accumulation of sediment from the Coinjock Bay driven in
through major storm events. An approximate 25'x 29' area of upland sand area is
proposed for excavation to reconnect the manmade basin to the Coinjock Bay. Aerials
have confirmed boat basin and channel were in place from a minimum time period of 1970
through 1981. Attached aerials suggest the original access channel was approximately
300 feet in length from the opening of the existing boat basin.
According to the applicant (property owner) the property has been in the applicant's family
(Becky Owens) for over 100 years. The basin was dug by the applicant's father and uncle
in the 1960's and a boathouse was constructed to store and protect the family's recreation
motor boat. Not only was the basin used for boating recreation, throughout the years,
family and friends recreational fished and crabbed within the manmade boat basin where
aquatic life use to access.
Proposed Project: Re-open manmade boat basin (excavate highground), maintenance
dredge portion of boat basin and access channel; reconstruct wooden breakwater, place
rock rip rap on the northeast side of the proposed wooden breakwater, and construct a
temporary dredge spoil containment area on highground. (Also includes pre-construction
and post-construction activity to address flushing concerns with DWQ, WRC & MFS - See
Pre-construction and Post-construction outlined in this narrative).
Pre-construction (before reopening the manmade boat basin): The existing water
depths within the middle and north end of the manmade basin exceed the final project
depth and connecting water depths, therefore, the existing conditions are not favorable for
flushing once the basin is reopened. To eliminate this problem, this project proposes to
create a constant water depth of three feet (-3.0') before reopening the manmade basin.
This proposal entails placing silt fence at the south end of the manmade basin along the
low area (404 wetlands) to be excavated to prevent intrusion of sediment overflow into the
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(Project narrative - Owens - pg. 2) 01
proposed excavation area
Coinjock Bay. Once silt fen is in place, excavation within the'
of the manmade basin wipe excavated to the final proje epth of -3.0 feet and placed in
the proposed spoil cont nment area to dewater. Pro ed excavation in basin is 870
cubic yards (870 c.yds: (excavation in basin) - 750 c.yds. (fill proposed in basin) =
120 c.yds remaining from excavation). Once spoil material has dewatered, the spoil
material will be placed within the manmade basin to create a continual depth of -3.0 feet.
Spoil will be placed in areas within the manmade basin in areas (excluding slopes) greater
than -3.0 feet (see site plan where water depths vary -3.0+ feet to -5.0 feet) to create a
continual depth of -3.0 with gradual slope from sides of basin (2:1 ratio). Approximate
amount of fill within the basin to accomplish the continual depth of -3.0 fee is 750 cubic
yards. Once the basin is complete and sediment has settled, the entrance to the basin will
be reopened, excavating the opening and access channel to the final project depth and
connecting water depth of -3.0 feet. At that time the 325 linear feet of breakwater (with
required openings) will be constructed and rip rap placed adjacent to the breakwater
according the site plan.
Post-construction (after maintenance dredge within basin and Coinjock Bay):
After the manmade basin has been filled and excavated to reach final project depth and
maintenance dredge within the Coinjock Bay, a one foot diameter pipe (culvert) will be
placed at the north end of the manmade basin, one foot below the wetland surface to
connect the Coinjock Bay with the manmade basin to allow flow (flushing) through the
manmade basin which does not exist at this time. The proposed pipe (1'dia. X 76') is
proposed to address the flushing concerns with DWQ, WRC and MFS. The pipe is not
placed before the basin is reopened to prevent overflow of the basin. The pipe should be
considered as temporary impacts and would fall under a USACOE Nationwide 12, since
the wetland contour will be placed back into the original elevation and pipe depth should
allow vegetation continual growth with being placed one foot below the wetland surface.
AEC staff discussed the pipe connection to the Coinjock Bay with flushing model expert,
Gary Green, who suggests the pipe be placed in this approximate area to allow flushing
within the basin.
Field Measurements: During a period of Normal Water Level (NWL) February 8, 2005,
AEC staff conducted a water depth survey within the existing manmade boat
basin and proposed maintenance dredge area (boat channel) within Coinjock Bay. Site
observations by AEC (2-8-05) concluded the height of water level within the boat basin
exceeded the NWL within the Coinjock Bay, approximately one foot. On
this date, the bottom three sides of the existing boathouse, the wooden and cement
walkways within the boathouse were observed submerged below the water surface. This
observation along with the attached photo (Figure 1) suggests the
water level within the boat basin is currently higher, due to being naturally closed off at the
entrance to Coinjock Bay and not being able to adequately flow (equalize) within the bay
after rain events.
On February 8, 2005 water depths taken by AEC within the manmade boat basin
exceeded the depths within Coinjock Bay. Water depths within Coinjock Bay, during the
time of construction of the man made basin, may have been deeper (equal to the depths
(Project narrative - Owens - pg. 3)
within the basin) and slowly decreased over time with the succession of major storm
events. Based on water height difference observations
within the basin, reopening the basin to Coinjock Bay, should decrease the water level
within the basin approximately one foot, once equilibrium is reached with the NWL within
Coinjock Bay. Therefore, it is this reason of the proposed location of maintenance dredge
within the manmade boat basin. Therefore, it is the probability the platted water depths
within the boat basin could decrease approximately one foot, once the boat basin is re-
opened. The proposed maintenance dredge depth within the man made basin and
connecting channel is to a depth of three (-3.0') feet. The distance to the three foot
contour within Coinjock Bay is 300 feet, from the existing NWL, therefore maintenance
dredge will not exceed 300 linear feet (300'x 25'wide) to access the three foot contour
within Coinjock Bay. Attached aerials suggest the original access channel was
approximately 300 feet in length from the opening of the existing boat basin.
No SAV's were accounted for in Coinjock Bay during water depth survey (2-8-05). After
comments were received from N.C. Marine Fisheries (Sara Winslow), a second SAV
survey was conducted by AEC staff, to determine if SAV's were located outside the area of
proposed maintenance dredge. The second SAV survey was conducted on 8/10/05 by
AEC staff to determine if SAV's were beyond the proposed maintenance dredge. AEC
staff confirmed on 8/10/05 no SAV's exist within at least 200 feet of the proposed
maintenance dredge from all angles. The absence of SAV's is most likely due to this area
being a high dynamic area of wave action during northeasters. There are areas of dense
milfoil within the manmade boat basin where water depths exceed two feet. Milfoil is
absent (west end) or not as dense within the area proposed for dredging. AEC discussed
the dense milfoil with (MFS) Sara Winslow and she had no objections to disturbance of
milfoil since the area of milfoil (basin) was not connected to the Coinjock Bay at this time.
The proposed maintenance dredge within the manmade basin and access channel is to a
depth of three (-3.0') feet.
Existing Manmade Boat Basin:
Average existing water depths within the manmade boat basin are 2.8'
Average existing water depths within the area of proposed maintenance
dredge within the manmade boat basin are 2.4'.
Fill proposed for boat basin includes fill within water depths greater than -3.0
feet (excluding the slope of the basin) calculated fill using autocad program
= 750 cubic yards
Access Channel:
• Average existing water depths within Coinjock Bay are 2.1'.
• Length of proposed maintenance dredge in access channel is 300'
• Width of proposed maintenance dredge in access channel is 25'
(Project narrative - Owens - pg. 4)
Upland Excavation:
Area of upland excavation to connect manmade basin to Coinjock Bay
(nonriparian 404 wetlands)
25'(width) x 29'(ave.length) = 820 s.f. x 3.0' : 27 = 91 c.yds
(Maintenance dredge (excavate) to a depth of -3.0 feet)
• Area of upland excavation to place the pipe (culvert) to the north of the existing
manmade basin to connect with the Coinjock Bay (nonriparian wetlands)
2' (width) x 76' (length) x 2'(depth) : 27 = 304 c.yds
Methods of Construction: An excavator, barge and hydraulic pumps will be used
to excavate the opening and maintenance dredge the access channel (after
preconstruction takes place). Dredge material (sand) will be placed and pumped to
a highground area within the 31.5 acre tract (see attached plats). A spoil
containment berm (3:1 slope) will be constructed to retain dredge material and
allow dredge material to dewater over time, and remain on site until further use on
highground. Capacity of the spoil containment area is 1,500 cubic yards. Silt fence
will be placed along the outside base of the proposed spoil containment area. The
spoil containment area is owned by Jim Owens and will be available for future
maintenance.
C. yards of proposed dredge material within the manmade boat basin 870 c.yds.
C. yards of proposed dredge material within Coinjock Bay (300'x 25') 230 c.yds.
C. yards of proposed upland (404 wetland) excavation (25'x29') 91 c.vds
1,191 c.yds
Total cubic yards of proposed dredge in open water= 1,100 c.yds.
Capacity of the spoil containment area is 1,500 cubic yards.
Proposed Structures:
A 325' wooden breakwater is proposed on the east side of the maintenance
dredge (channel) to minimize the necessity for future maintenance (minimizes
sedimentation distribution in channel) and disturbance within Coinjock Bay. The
proposed breakwater will be constructed of wood, no higher than six inches above
NWL, constructed in (three) hundred foot sections overlapping ten feet with five foot
openings. The sheathing for the wooden breakwater will have an inch opening
every linear foot.
Proposed breakwater is approximately 120+ feet from the adjacent riparian
landowners.
Rock rip rap is also proposed at the high dynamic area within the landward
terminus of the proposed breakwater. Rock rip rap will be placed with a 10 foot
wide base in an L-shape with a 3:1 slope along the backside (eastside) of the
proposed breakwater, with a 90 degree turn to the east, and extend 15 feet along
the shoreline (NWL). The purpose of the proposed design/location of breakwater
(Project narrative - Owens - pg. 5)
and rock rip rap is to prevent any future closure of the manmade basin and
minimize future maintenance.
Methods of Construction: Hydraulic pumps and hand tools will be used to
construct the wooden breakwater. Rip rap material will be trucked in and hand
placed.
Since the existing boathouse and cement walkway are still functional, excluding the
replacement of two sections of tin roofing, replacement of the boathouse and walkways are
not proposed at this time.
30' Buffer and 75' AEC Disturbance: This project proposes only temporary disturbance
within the 30' buffer and 75' AEC associated with the maintenance
dredge within the manmade boat basin. Temporary disturbance includes the use of an
excavator and truck to maintenance dredge boat basin and transport spoil
material to highground, and excavation for pipe placement. Wetland sensitive mats will be
placed within wetland areas to access the manmade canal for maintenance dredge.
CONCLUSION: Approval of the proposed project will allow continued traditional boating
recreation within the manmade boat basin and Coinjock Bay which also provided a
sheltered area for aquatic life access.
A NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
June 15, 2005 0 5 16
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Apr
Applicant: Jim Owens
J[q(r-z1[R0Wr=, L9 op
JUN 2 3 2005
WETI A & AND
,S1UitMWATEf? RANCH
lication Review
Project Location: 3535 Caratoke Highway (US 168), Maple
Proposed Project: Reconnect existing basin to Coinjock Bay, dredge channel, construct
breakwater structures for the channel and dredge within existing basin
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 6, 2005, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Frank Jennings 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 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
1.
2
3.
4
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jim Owens
oslie2
LOCATION OF PROJECT SITE: 3535 Caratoke Highway (US 168) Maple, Currituck
County and adjacent to Coinjock Bay
Photo Index - 2000: 195-2347 (H-9, 10) 1995: 194-2049 (E-5, 6)
1989: 132-24 (H-16, 17) 1984: 128-670 (N-15) 1978: 135-455 (F-18, 19)
State Plane Coordinates - X: 2884600 Y: 982600 GPS: E051714A
Barco, NC
LL
INVESTIGATION TYPE: CAMA / D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/12/04; 05/17/05
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received Complete - 05/20/05
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, and ES
(C) Water Dependent: Yes
(D) Intended Use: Private, residential
(E) Wastewater Treatment: Existing - Septic drain field
Planned - N/A
(F) Type of Structures: Existing - Farm house, barn basin, boathouse
Planned - Channel, breakwater, maintenance excavating
within basin, reconnect basin to Coinjock Bay
(G) Estimated Annual Rate of Erosion: 1 foot
Source - Observation
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED -OCCUPIED
(A) Vegetated Wetlands Shoal r/ n
"
Estuarine Shoreline 750 sq. ft. I

(B) Open water: Estuarine Waters, Channel Riprap Breakwater
Public Trust Area 7,500 sq. ft. 150 sq. ft. 300 sq. ft.
(C) Other: Upland Spoil site
16,100 sq. ft.
(D) Total Area Disturbed: 24,800 sq. ft. (0.57 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
Field Investigation Report: Jim Owens
Page 2
8. PROJECT SUMMARY: The applicant proposes to reconnect an existing basin to Coinjock
Bay, dredge a 300-foot long channel, construct breakwater structures for the channel and
dredge within the existing basin.
Project Setting
The site of the proposed development is a 31.5-acre farmstead located at 3535 Caratoke Highway,
US 168, approximately 700 yards south of the Maple Post Office, Currituck County and on
Coinjock Bay. The property consists of 24.83 acres of farm land and farm yard with an elevation
of approximately +6 feet to +9 feet above normal water level (NWL), and is vegetated with
indigenous grasses, magnolia, pecan, dogwood, cedar, live oak and locust. Approximately 6.61
acres of the tract are wetlands that are vegetated with common reed, areas of Typha and Juncus
roemerianus near the shoreline and small Bald Cypress.
Adjacent to Coinjock Bay, there is an existing basin approximately 500 feet long, 70 feet wide and
water depths that range from -1 foot to -5 feet below the current water level of the basin. The
basin has an existing 30-foot by 28-foot boathouse with an adjacent wooden walkway and a
concrete walkway. The basin was connected to Coinjock Bay at the southern end, and the opening
was stabilized by a bulkhead and a jetty. Between 1984 and 1989 the basin entrance was closed by
shoaling. A few posts are all that remain of the bulkhead at the opening. The shoaled area is
currently a sandy area along the waterline and is vegetated with common reed.
Man-made features on the property other than the basin and boathouse include a single-family
dwelling, a barn, a garage and approximately 120 feet of shoreline riprap.
Adjacent property to the north and south consists of farmland similar to the applicant's property.
The waters of Coinjock Bay are classified as SC and are closed to shellfish taking. The water
depths in Coinjock Bay in this area range from -1 foot to -3-1/2 feet below NWL. Water milfoil
and Widgeon Grass, submerged aquatic vegetation, while not observed, are known to exist in
Coinjock Bay.
Development Proposal
In order to restore use of the existing boat basin, the applicant proposes to reconnect the basin with
Coinjock Bay and to dredge a channel approximately 300 feet long, 25 feet wide and -3 feet deep
to connect the basin with the -3-foot bottom contour. The project will involve excavating a 25-foot
wide and 30-foot long area of sandy shoal area, vegetated with common reed, and considered to be
404 wetlands, to a depth of -3 feet below NWL to make the connection.

The applicant proposes to dredge an area within the basin approximately 220 feet long and 45 feet
wide to a depth of -3 feet. This area is around the existing boathouse.
Field Investigation Report: Jim Owens
Page 3
The spoil material from the proposed dredging will be deposited on site in an upland diked spoil
containment area approximately 140 feet by 115 feet. The effluent pipe for the spoil site will
discharge into the existing basin. The spoil containment area will have a capacity of 1,575 cubic
yards and can be enlarged if needed and will be available for future maintenance.
The applicant proposes to construct three sections of wooden breakwater along the north side of the
proposed access channel. The breakwater sections will have lengths of 100 feet, 105 feet and 120
feet and will have a height of 6 inches above NWL. At the shoreline where the breakwater ends,
the applicant proposes to construct a 10-foot wide and 15-foot long section of riprap to protect the
opening.
Anticipated Impacts
The proposed dredging of the access channel will result in 7,500 square feet of Public Trust Area
(PTA) and Estuarine Waters (EW), Areas of Environmental Concern (AEC) being dredged.
Approximately 300 cubic yards of sandy bottom material will be removed.
The proposed removal of the existing shoaled area will result in 750 square feet of Section 404
wetlands within the Estuarine Shoreline (ES) AEC being excavated. Approximately 140 cubic
yards of sand and silt material will be removed.
The proposed excavation within the existing basin will result in approximately 9,900 square feet of
PTA and EW AECs being dredged and approximately 870 cubic yards of silt and sand bottom
material being removed, according to the applicant.
The proposed spoil containment area will result in 16,100 square feet of land disturbance for
construction and fill.
The proposed breakwater structure will project out 300 feet from shore and occupy approximately
300 square feet of PTA and EW AECs.
The proposed riprap will result in 150 square feet of PTA and EW AECs being filled.
Temporary water turbidity will occur during construction. The development proposal will restore
water access for the basin to Coinjock Bay. Water quality within the basin should improve because
of the connection.
Submitted by: Frank A. Jennings, III
Date: June 3, 2005
kr-C V
% MAR 1. 1. 2005
PROJECT NARRATIVE
CAMA Major Permit - Jim Owens - Maple vQAi GAL `?'"'''jAt"EMLN1
1=1 17?lgF_,TH CI Y
Currituck County, North Carolina
Introduction: The location of the proposed project is off Highway 168 before
SR1246 (Maple Post Office) in Maple on Coinjock Bay, Currituck County, North
Carolina. Within the 31.5 acre subject tract is an existing two-story farm house with
two barns a manmade boat basin and existing boathouse.
AEC conducted a pre-application meeting on site with the property owner and the
Division of Coastal Management, Frank Jennings on December 12, 2004. Mr. and
Mrs. Owens expressed their proposal to re-open the manmade boat basin by
maintenance dredging to continue use of the boathouse, manmade basin and
access to Coinjock Bay under a CAMA Major Permit process.
Purpose and History of Proposed Project: The purpose of the proposed project
is to reconnect the manmade boat basin with Coinjock Bay and maintenance
dredge a portion of the manmade boat basin and boat access channel and
reconstruct a wooden breakwater within Coinjock Bay, to allow continued
recreational boating by accessing the bay. The entrance to the manmade boat
basin has closed off naturally by accumulation of sand from the Coinjock Bay
driven in through major storm events. An approximate 25'x 29' area of highground
sand area is proposed for excavation to reconnect the manmade basin to the
Coinjock Bay. Aerials have confirmed boat basin and channel were in place from a
minimum time period of 1970 through 1981. Attached aerials suggest the original
access channel was approximately 300 feet in length from the opening of the
existing boat basin.
According to the applicant (property owner) the property has been in the applicant's
family (Becky Owens) for over 100 years. The basin was dug by the applicant's
father and uncle in the 1960's and a boathouse was constructed to store and
protect the family's recreation motor boat. Not only was the basin used for boating
recreation, throughout the years, family and friends recreational fished and crabbed
within the manmade boat basin where aquatic life use to access.
Proposed Project: Re-open manmade boat basin (excavate highground),
maintenance dredge portion of boat basin and access channel; reconstruct wooden
breakwater and place rock rip rap on the northeast side of the proposed wooden
breakwater, construct dredge spoil containment area on highground.
Field Measurements: During a period of Normal Water Level (NWL) February 8,
2005, AEC staff conducted a water depth survey within the existing manmade boat
basin and proposed maintenance dredge area (boat channel) within Coinjock Bay.
Site observations by AEC (2-8-05) concluded the height of water level within the
boat basin exceeded the NWL within the Coinjock Bay, approximately one foot. On
(Project Narrative - Jim Owens - pg. 2)
this date, the bottom three sides of the existing boathouse, the wooden and cement
walkways within the boathouse were observed submerged below the water
surface. This observation along with the attached photo (Figure 1) suggests the
water level within the boat basin is currently higher, due to being naturally closed
off at the entrance to Coinjock Bay and not being able to adequately flow (equalize)
within the bay after rain events.
On February 8, 2005 water depths taken by AEC within the manmade boat basin
exceeded the depths within Coinjock Bay. Water depths within Coinjock Bay,
during the time of construction of the man made basin, may have been deeper
(equal to the depths within the basin) and slowly decreased over time with the
succession of major storm events. Based on water height difference observations
within the basin, reopening the basin to Coinjock Bay, should decrease the water
level within the basin approximately one foot, once equilibrium is reached with the
NWL within Coinjock Bay. Therefore, it is this reason of the proposed location of
maintenance dredge within the manmade boat basin. Therefore, it is the
probability the platted water depths within the boat basin could decrease
approximately one foot, once the boat basin is re-opened. The proposed
maintenance dredge depth within the man made basin and connecting
channel is to a depth of three (3') feet. The distance to the three foot contour
within Coinjock Bay is 300 feet, from the existing NWL. It is this length proposed
for maintenance dredge (300'x 25'wide) to access the three foot contour within
Coinjock Bay. Attached aerials suggest the original access channel was
approximately 300 feet in length from the opening of the existing boat basin.
No SAV's were accounted for in Coinjock Bay during water depth survey (2-8-05).
The absence of SAV's is most likely due to this area being a high dynamic area of
wave action during northeasters. There are areas of dense milfoil within the
manmade boat basin where water depths exceed two feet. Milfoil is absent (west
end) or not as dense within the area proposed for dredging.
The proposed maintenance dredge within the manmade basin and access channel
is to a depth of three (3') feet.
Manmade Boat Basin:
Average existing water depths within the manmade boat basin are 2.8'
Average existing water depths within the area of proposed maintenance
dredge within the manmade boat basin are 2.4'
(Project narrative - Jim Owens - pg. 3)
Access Channel:
• Average existing water depths within Coinjock Bay are 2.1'.
• Length of proposed maintenance dredge is 300'
• Width of proposed maintenance dredge is 25'
Highground Excavation:
• Area of highground excavation 25(width) x 29'(ave.length) =820 s.f.
• Maintenance dredge (excavate) to a depth of -3.0 feet
Methods of Construction: An excavator, barge and hydraulic pumps will
be used to excavate the opening and maintenance dredge the access
channel. Dredge material (sand) will be placed and pumped to a
highground area within the 31.5 acre tract (see attached plats). A spoil
containment berm (3:1 slope) will be constructed to retain dredge material
and allow dredge material to dewater over time, and remain on site until
further use on highground. Capacity of the spoil containment area is 1,500
cubic yards. Silt fence will be placed along the outside base of the proposed
spoil containment area. The spoil containment area is owned by Jim Owens
and will be available for future maintenance.
Cubic yards of proposed dredge within the manmade boat basin 870 c.yds.
Cubic yards of proposed dredge material within Coinjock Bay (300,x 25,) 230 c.yds.
cubic yards of proposed excavation in highground (25'x29') 91 c.yds
1,191 c.yds
Total cubic yards of proposed dredge in open water 1,100 c.yds.
Capacity of the spoil containment area is 1,500 cubic yards.
Proposed Structures:
A 325' wooden breakwater is proposed on the east side of the
maintenance dredge (channel) to minimize the necessity for future
maintenance (minimizes sedimentation distribution in channel) and
disturbance within Coinjock Bay. The proposed breakwater will be
constructed of wood, no higher than six inches above NWL, constructed in
(three) hundred foot sections overlapping ten feet with five foot openings.
The sheathing for the wooden breakwater will have an inch opening every
linear foot.
(Project Narrative - Jim Owens - pg. 4)
Proposed breakwater is approximately 120+ feet from the adjacent riparian
landowners.
Rock rip rap is also proposed at the high dynamic area within the landward
terminus of the proposed breakwater. Rock rip rap will be placed with a 10
foot wide base in an L-shape with a 3:1 slope along the backside (eastside)
of the proposed breakwater, with a 90 degree turn to the east, and extend
15 feet along the shoreline (NWL). The proposed design/location of
breakwater and rock rip rap is to prevent any future closure of the manmade
basin and minimize future maintenance.
Methods of Construction: Hydraulic pumps and hand tools will be used to
construct the wooden breakwater. Rip rap material will be trucked in and
hand placed.
Since the existing boathouse and cement walkway are still functional, excluding the
replacement of two sections of tin roofing, replacement of the boathouse and
walkways are not proposed at this time.
30' Buffer and 75' AEC Disturbance: This project proposes only temporary
disturbance within the 30' buffer and 75' AEC associated with the maintenance
dredge within the manmade boat basin. Temporary disturbance includes the use
of an excavator and truck to maintenance dredge boat basin and transport spoil
material to highground. Wetland sensitive mats will be placed within wetland areas
to access the manmade canal for maintenance dredge.
CONCLUSION: Approval of the proposed project will allow continued traditional
boating recreation within the manmade boat basin and Coinjock Bay which also
provided a sheltered area for aquatic life access.
Form DCM-MP-1
'
BAR s 2005 APPLICATIO o i@M`0WMt
rye. Aa n a! ? ?• ^?, (To be completed by all applicants) JUN 2 3 2005
1. APPLICANT
a. Landowner:
City, town, comma?7E??lWATERi BRANCH
b. Maple
c. Street address or secondary road number
Off Hwy 168 adiacent to SR1246 (Maple Post
Office)
Name Jim Owens
Address 734 Maury Avenue
City Norfolk State VA
Zip 23517 Day Phone
Fax
b. Authorized Agent:
Name Atlantic Environmental Consultants. LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) AEC #05-005
NOTE: Pennit will he issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Currituck Countv
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) Coinjock Bay
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.
Maintenance dredge, excavation in highground,
reconstruct breakwater, rip rap portion of break-
water and shoreline
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 of proposed project.
If more space is needed, please attach additional
pages. Maintenance dredge existing manmade
private boat basin and channel from private boat
basin with associated excavation in highuound.
Reconstruct wooden breakwater (300') and place
rock rip rap along portion of breakwater and
shoreline (30') (SEE ATTACHED NARRATIVE)
Revised 03/95
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 31.5 acres
Yes X No
Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other 404 wetlands
If yes, has a delineation been conducted? ves
(4ttach docimientation, ifewailable) delineation aligrunent was
never approved by USACE
b. Size of individual lot(s) 31.5 acres
c. Approximate elevation of tract above MHW or NWL
3 -9 feet
d. Soil type(s) and texture(s) of tract
Conetoe loamv sand Udorthants. loamy (previous
dredge spoil) Tomotley fine sand loam
e. Vegetation on tract farm field, panicum sp.,
Typha Juncus roemarianus, Taxodium distichum,
Maunolia
f. Man-made features now on tract 2-sto1y farm house,
two barns and boathouse. Rip rap along portion of
shoreline
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
Conservation Transitional
Developed _ Community
X Rural Other
h. How is the tract zoned by local government?
Agricultural/single family residential
Is the proposed project consistent with the applicable
zoning'? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property'?
m. Describe existing wastewater treatment facilities.
On site septic system
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.) once proposed
dredging has taken place to open the existing boat
basin waters within the boat basin will be discharged
(connected) with the Currituck Sound and
equilibrium will be reached.
o. Describe existing drinking water supply source.
On site well
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.
Revised 03195
Form DCM-MP-1
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 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.
•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
fiirther certifies that such notice has been provided.
Name E.V. Ballance Heirs
163 S Currituck Road
Address .
Phone Currituck, NC 27929
Name Edgar O'Neal
Address P.O. Box 345
Phone Maple NC 27956
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
• 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.
17
LIAR 2 8 M15
• 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 23rd day of March , 2005_
Print Name Roxanne Dorman
Signature ' _ cu -- '`-
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
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.
Access
channel
(MLW) 01
(NWL)
Canal
(total area of basin)
Boat
Basin
(area of dredge)
Boat
ramp
Rock (rip rap)
(Shoreline
stabilization)
Rock (rip rap)
breakwater
Other (highgroun(
excavation)
(Excluding
shoreline
stabilization)
Revised 03/95
Average Final
Existing Project
Length Width Depth Depth
300' 25' 2.1' 3'
N/A -------- -------- --------
530`
220' 65'(ave.)
45'
2.4'
3'
N/A -------- ------- -------
15' 10' 0.6 ` 1'
15' 10' 0.8 1.5'
25' 29'6; vz.
i rre?I lur -0- 3'
BAR 2 8 2005
c?t~ a c7
C1,?.. IT . 'T
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1,100 c.yds.
b. Type of material to be excavated xigllground sand
and sand from
maintenance
dredge Wltllnl
basin and channel
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards 91 c.yds.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Highground *see
attached plat
b. Dimensions of disposal area I I5'x 140'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? Same area

Form DCM-MP-2
IMAR 2 8 '2005
J , „.T. Yes No N/A
?..? .? ._,_ .. ; -IT if yes,
e. Does the disposal area include any coastal (1) Amount of material to be placed in the
wetlands(marsh), SAVs or other wetlands? water N/A
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 15' (shoreline stabilization)
c. Average distance waterward of MHW or NWL
10 feet
d. Maximum distance waterward of MHW or NWL
10 feet
e. Shoreline erosion during preceding 12 months
No erosion to shoreline, proposed breakwater
to prevent/minimize sediment from closing off
basin
f. Type of bulkhead or riprap material
Rock (cement)
g.
Amount of fill in cubic yards to be placed below
water level
(1) Riprap 22 c.yds. Ci,,ckoAeS rotoceak.-%u,1-tkr?
(2) Bulkhead fill N/A
h. Type of fill material rock rip rap
1. Source of fill material commercial
4. OTHER FILL ACTIVITIES N/A
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site? N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? N/A
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
Spoil berm with silt fence (see attached plat)
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Small barge, excavator, hydraulic pump and
hand tools
c. Will wetlands be crossed in transporting
equipment? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Mats will be placed in
the areas of transport of
heavy equipment
Owens 05-005
leant or Project Nanf
?1
Signature
3-a3-os
Date
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
MAR 2 8 2005
)OTAj.hp ilnw^vkRsy°G`
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application that relate to this proposed project,
a. Type and nrnnber of buildings, facilities, units or
structures
proposed No structures proposed on uplands,
excavation and temporary spoil disposal site.
b. Number of lots or parcels
c. Density (give the number of residential units and the units
per Existing farmhouse
acre)
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Temporary Spoil Area outside 75'AEC -
115'x 140'= 16,000 s.f.
upland excavation 25'x 29' = 725 s.f.
TOTAL upland disturbance 16,725 s.f.
e. If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? _ Yes X No
If Yes, date submitted N/A
f List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
No paved or concrete surfaces proposed
g. Give the percentage of the tract within 75 feet of MHW or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or N/A
parking.
h. Projects that require a CAMA Major Development
Permit
may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
j. Have the facilities described in Item i. above received
state or local yes
approval?
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/conunercial effluent, "wash down"
and residential discharges).
None
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
in. Will water be Yes X No
impounded? _
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was
the
lot(s) platted and recorded? N/A
Owens 05-005
licant or Proje me
_ O'ki .--
Signature
3- -?- ns
Date
i t? t2,? S ?i n 600-4- ?n o U 5 e 1 01
bDOA- ?oas?n? be-?ort? D`???15 ?o 1?,a5i?
c?.
C to s f-8 crEf r-?a+jy-c-(. L

J
MAR. 2 8 2005
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit,
Fomr 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 Private X Conununity-
(2) Number N/A
(3) Length N/A
(4) Width N/A
(5) Finger Yes _ No X
Piers
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed N/A
(8) Proximity of stricture to adjacent riparian property
lines 120+ feet
(9) Width of water body Coinjock Bay
(10) Water depth at waterward end of pier at MLW or
NWL N/A
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d.
Bulkhead (e.g. wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance from MHW. NWL, or
wetlands N/A
(3) Maximum distance beyond MHW. NWL or
wetlands N/A

e. Mooring buovs N/A
(1) Conumercial _ Private _ Community
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4)
(5)
Width of water body N/A
Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) Commercial Community Prival
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other ("Give complete description)
Wooden Breakwater - 325 feet waterward of NWL,
located on the northeast side of the proposed maintenance
dredge channel (Remnant pieces of bulkhead currently
emst)(see project narrative for details)
Rock Rip Rap - 15'x 10'base rock rip rap proposed to be
placed behind the proposed breakwater at the landward
terminus of the breakwater and 15'x 10'base along the
shoreline (L-shape -total linear feet 30').
[*TG t-r- 1 A,,,9 . c? F i t 1 be-10L,J N W L- Z2 c Y<
Owens AEC ##05-005
licant of Project N me
Signature
Date
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MAJOR PERMIT FEE MATRIX
Applicant: Jim Owens
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (243001602 435100095 2341)
1. Private, non-commercial
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
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). For Private non-
E] commercial development, if $250 100%($250) 0%($0)
General Water Quality
ATLANTIC ENVIRONMENTAL 02-03
CONSULTANTS, LLC 1407
252-261-7707 !?
P.O. BOX 3266 Date 3 - Z` ss-i9/s3ooiC 0% ($0)
rrTY HAWK, NC 27949-5266
fPay
derof
c.?ct?r-d2?-°°,CI° 5 8 ...
40% ($160)
BankofAmerica
e
ACH R!T 053000190
05 -005
C FWlit,?isY ` J?AN ?V +C'r`5 (52
For -- "?
1:053000L961: 00069 344 20? Sill L407
aquatic lite:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
El involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

'?2 N1A _?.GI,??

LEGEND
EXISTING DITCH LINE
Nor OR PvR1m6LY
RALLANCB REM
LOTS 4 & 6
J?
_ . - • ' J\-

APPRO113fATZ 404 WATLAAW \
SHORELINE
- • - • - • - 404 WETLANDS LIMIT
BENCHMARK m
c 1
EXISTING IRON PIN
EI CONCRETE MONUMENT ?pPARRC,?E{Lgy C?
II ffm B.9 AAG
PROPOSED UPLAND EXCAVATION 91 CUBIC YARDS
\
PROPOSED SPOIL
PROPOSED AREA TO BE DREDGED 1,100 CUBIC YARDS ISPOSAL AREA XMU
BOAifl I
_, , oG
l MM HOVSK GF?
-- 1
I 'I
fitS/s i X 62 V I: ? r
K
-------------
Xi; 1-1-i
4w
o 5fi 1, _- -

5 53 T•3,? E 302.32 °.?1 ? ?,w?,^: N
1 526+.0?
"- III
OR FORYBRLY II
r ----------- II
N O I NOW FYIRY6RLY "
r olraNS - -
?:
V ?? „Dons I II I? -
L-- fff \ j II _
ti I- I ;IRS ? ?=?
IIIb ? ' I? II
------- , ---- _-- --T--- I r ------
R I I?
I I 1 ? ? ? I I I I I III " =?•?:
I I I I I i \ I II I I I NOW OR a1EA4 JR
I I I I I ? ?. 7s, Pa. 6s7
BOUNDARY INFORMATION TAKEN FROM PLATS
RECORDED IN P.C. H, SL 143; P.C. H, SL 259 AND
PLATS PROVIDED BY WAYNE TALOR do JAI OWENS.
MAINTENANCE DREDGE PERMIT
MAR 282005 CAMA MAJOR FOR JIM OWENS
C,C TA1..hA.PARCEL C
"MITI MAPLE CURRITUCK COUNTY NORTH CAROLINA SHEET 1*1
150' 0' 300' 600' 900'
GRAPHIC SCALE 1"= 300'
DATE: 3/7/05 REVISED:
kr,UNT/C ENV/R0NWrNT,4L CONSULT4NTS, LLC
P.O. BOX 3266, AITTY 11,4lY1( A C. 279, 9
[phone], o -mall mdormon®ool. com
FILE: 05-005 DRAWN BY: DAD
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I I F r ~ BENCHMARK ~ ._.2 v~ ~ ~ ~ ~ F r~ ,
,_p. , , , ~ a' r-= DIKE AROUND SPOIL AREA TO PREVENT
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i ~ - ~~7
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I f.,F.F AIL I ~ I ' t _ z-ao EXISTING WATER DEPTHS r'~',.:, PROPOSED FILL AREA IN ~ ~ ~ rm
' I I _ ,.W 1 ~ BASIN 750 CU.YDS.
7 ~ I e g~i ,,...a r""'' n
' r-- FENCE LINE , I . a ~ . 7 I ~ h~., ~ t.
.s J .-~gwu.u~ .t _,__..,__,a... EXIS ~.i ,a..r .q-, ,...o, , . s T1NG CONTOURS ~ ~ r"
If t~ v j,F I -.....-....SHORELINE r .mot ! m _ a--rte-; r~ '~f BO OF ONTAIN
I ha, ~ r- n~ , ~
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,j I t ; F-~ ~ I„,._. ,III ~ ~ , ~ ,
N.T.S.
~ ' PROPOSED UPLAND EXCAVATION 91 CUBIC YARDS ~ ! ~ ? ~ , r- ,
,
' I t ~ x r
I PROPOSED AREA TO BE DREDGED 1,100 CUBIC YARDS h-` <'--N ~ ~ , , .....J I ~r~r F - r--' ° ,
17;97 t ~ ~Ic uw.r `„°y'' , ~P I r~ PROPOSED WOODEN
li 1 1 ....r °.'I 111h. ! ,--r r-a . r- r-= ` r"'~ ,_f BREAKWATER ~ r
'I ! P... . PROPOSE ~ la--r , ,--y , I D AREA TO BE FlLLED 750 CUBIC YARDS ~ _ rP' _
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,i I ~ ~ I ~ I ~ ~ ~ ~ .~-a' ,~Ic 1
B CROSS SgCTION A'-A'
N.LS
NOTES:
• ONE INCH CAP OPENING IN SNEATNINC EVERY LINEAR FOOL ~ BREAKWATER WILL BE MARKED AT 50' INTERVALS WITH YELLOW
REFLECTORS EXTENDING AT LEAST 3 FEET ABOVE MWH.
• BREAKWATER NO TO EXCEED 8' ABOVE NWL
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v S Jf. 'j• ~ ; ;.,M? ;N.,.s ,>.,„a ....f r^°^~' ,,....r r.,.,+ _..,..a+ ,..•..a r.,.,i r_...r „ _ i ~ t a d 1 1 s ~ , ~ RECORDED IN P.C. H, SL 143; P.C, H, SL. 269 AND
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~ i 1 i ~ 7 f r ! rl N0. DATE REVISIONS
f! p A ~LTTr cr n r z+ i i I ! i DRAWING NO.
%xursa atty kj%v.iuu &,w
30 0 15 30 60 04-016 MAINTENANCE DRE E DKED GE PERMIT 1 3/233/05 REVISED AS PER DCM COMMENTS 'C fN1111f0N#fN114-Z 2 4/2/05 REVISED AS PER DCM COMMENTS ZZr 14IZ14NII
' DRAWN BY S 1 FY ~ ~M ~ tea ! 1 IN 1 inch • 90 it ' 3 12/15/05 REVISED AS PER DWQ COMMENTS ONSN1.4-NI-, 9R PERMIT FOR PO BOX 3266 KITTY HAWK NORTH CAROLINA
DOUG D
P I .i S Phone+ [phone] Fax, [phone]
' ISSUE DATE JIM OWEN
DRAWING FILE; OWENS ' 3/23/05 PARCEL C PLDT SCALE. ~ 40 k E-Maly roxdorman@aol,com IRM C
`I MAPLE CURRITUCK COUNTY COUNTY NORTH CAROLINA