20090757 Ver 1_CAMA Application_20090707

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
James H. Gregson
Director
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 6 July 2009
SUBJECT: CAMA Application Review
APPLICANT: Warren Whichard - Bay Lakes
Dee Freeman
Secretary
ULVW-V D10
JUL 120,9
WETI,A4407, R . WATFR QUAUTy
AND STORK ,STER KANCH
Respond to Doug Huggett
Morehead City Office
PROJECT LOCATION: Off SRI 166 (Whichard's Beach Rd.) at the Southern end of Bay Lakes
Road, adjacent to a man-made canal that connects to Chocowinity Bay, near the Town of
Chocowinity, in Beaufort County, North Carolina
PROPOSED PROJECT: Applicant proposes to construct a canal to connect a man-made lake and
Chocowinity Bay near the Town of Chocowinity, Beaufort County, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by 27 July
2009. Please contact Mike Thomas at 252-948-3950, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
North Carolina
;Vaturalltf
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Warren Whichard - Bay Lakes
2. LOCATION OF PROJECT SITE: off of SRI 166 (Whichard's Beach Rd.) at the southern end of Bay
Lakes Road, adjacent to a man-made canal that connects to Chocowinity Bay, near the Town of
Chocowinity, in Beaufort County North Carolina.
Photo Index 2006: 99-8171 M-19 2000: 99-1127 N-6
State Plane Coordinates - X: 648,902.951 Y: 2,576,129.087 GPS Rover File # H021009A
USGS Quad: Washington (lower middle)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -23 May 2007 & 10 February 2009
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 19 June 2009
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Developed
(B) AEC(s) Involved: PTA, PTS, and Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - sewer in existing subdivision
Planned - N/a
(F) Type of Structures: Existing -bulkhead along portions of the canal, several small piers and
docks.
Planned - ±1,075' X ±65' canal, hog slat stabilization of canal banks,
±20,000 ft' of maintenance excavation, and ±4,695' of bulkhead.
(G) Estimated Annual Rate of Erosion: N/a
Source -
7. HABITAT DESCRIPTION: [AREA]
npFTlnpn TUT T Pn nTUT?A
(A) Vegetated Wetlands 404 ±58,825 ft2 ±5,172 ft2
(B) Non-Vegetated Wetlands ±4,695 ft2
Canal bottom ±20,000 ft2
Bay Bottom ±3,752 ftz
(C) Uplands ±11,050 ft2
(D) Total Area Disturbed: ±99,742 ft2 (±12,199 yd,)
(E) Primary Nursery Area: No
(F) Water Classification: SC/NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a canal to connect a man-made lake and
Chocowinity Bay.
Warren Whichard - Bay Lakes
Beaufort County
Project Setting
The project area is located off SRI 166 (Whichard's Beach Rd.) near the Town of Chocowinity, in
Beaufort County North Carolina. Bay Lakes is a ±20 acre fresh/brackish water lake with a ±1500'
long by ±40' wide dead end canal that extends from the northern corner. The dead end canal has
three ±1,000' long by ±50' wide lateral canals extending to the east that serve to expand the
waterfront development potential of the property. The area surrounding Bay Lakes has been
subdivided into ±100 lots of which approximately twenty percent have been built upon. The lake has
no navigable connection at this time, however many of those built upon properties do have existing
waterfront amenities such as piers/docks, bulkheads, boat slips and boat ramps that have not been
subject to the permit requirements of the North Carolina Division of Coastal Management.
The northern most lateral canal off of the main canal connects to what was an existing farm pond
that is now connected under Whichard's Beach Rd. (SRI 166) to the head of Rodman Creek, a
tributary of the Pamlico River. One other non-navigable connection exists between Bay Lakes and
Taylor's Creek. This connection is located along the western shoreline of the lake and is the result of
previous storms.
Bay Lakes and the connecting canal system are the result of an earlier sand mining operation owned
by the applicant, Warren Whichard. The mining operation was permitted by the North Carolina
Division of Land Resources (Permit 90715).
The current project proposal is to connect Bay Lakes and the canal system to Chocowinity Bay off of
the Pamlico River. The proposed connection will extend from the south side of Bay Lakes to the
open Waters of Chocowinity Bay. The ±2,000' long area between Bay Lakes and Chocowinity Bay
has been subject to several previous impacts. Existing impacts within the proposed alignment of the
canal/channel connection include two separate dead end canals off Chocowinity Bay, a fresh water
pond, and resultant spoil material. Regardless of previous impacts a significant portion of the
proposed access continues to be 404 wetlands as delineated by the US Army Corps of Engineers, that
transition to Coastal Wetlands. Coastal Wetlands in this portion of Chocowinity Bay consist of a
homogeneous stand of Spartina cynusoroides. Other vegetation on the project site includes mixed
hardwood species and pines along the western border of the lake.
The Inland waters of Chocowinity Bay and Taylor's Creek are classified SC-nutrient sensitive
waters by the North Carolina Environmental Management Commission and are closed to
shellfishing. The coastal waters of Rodman Creek are classified as SC-nutrient sensitive waters by
the North Carolina Environmental Management Commission. Land Management Group, Inc.
sampled for submerged aquatic vegetation (SAV) at several stations throughout the project site and
Chocowinity Bay and found none present. In addition no SAV was observed by DCM staff during
site visits on 23 May 2007, 10 February 2009 and 26 June 2009. LMG also collected water quality
data in and around the project site and in Chocowinity Bay. A table with the parameters measured
and results is included in the application package.
The granting of a permit for the proposed project will result in regulatory changes for the property
owners of Bay Lakes. Property owners will be subject to the permit requirements of the North
Carolina Division of Coastal Management as well as the Riparian Buffer Rules administered by the
Request for CAMA Major Permit
Project Narrative
Mr. Warren Whichard, Bay Lakes, Chocowinity, NC
Prepared by Land Management Group, Inc., agent, rev. 4/2009
Existing Conditions:
The subject of this application is an approximately 117-acre parcel located in the Bay Lakes
subdivision, Chocowinity, Beaufort County, NC. Bay Lakes is located off Whichard's Beach Road
approximately 0.75-miles east of its intersection with US HWY 17. The subdivision contains single-
family lots and roads situated along historic man-made canals. Existing upland canals and
waterways were created as part of a mining operation and were largely constructed in the 1950's.
The majority of platted lots have been sold, and homes are constructed on many of those lots.
Canals are bulkheaded and contain individual, single family docks.
The subject 117-acre riparian parcel is owned by Mr. Warren Whichard and is located in the
southern half of the Bay Lakes subdivision. The parcel is bounded to the south by Chocowinity
Bay and to the west and southwest by Taylor Creek.
The parcel contains a large man-made waterbody which is connected by a man-made canal to
canals in the northern half of Bay Lakes. The water body currently has a surface water connection
to Taylor Creek. As required by NC DCM, the connection is maintained as two submerged 48"-
culverts overlain by a rip rap, the top of which is approximately 2' below the normal water level. A
man-made canal also connects the waterbody to Chocowinity Bay. Where this man-made canal
ties into Chocowinity Bay, several man-made canals exist in fringing wetlands along the bay
(hereafter referred to as the existing "open water canals"). Each of the three open water canals are
shallow and are abutted by spoil islands created during their excavation. The spoil islands are
elevated 1' to 2' above the normal water level and are vegetated with a mix of Spartina
cynusoroides, Phragmites communis, and shrubs such as Morella cerifera. An existing dirt road
runs from upland in the northeast corner of the parcel to Chocowinity Bay at the open water canals.
An existing boat ramp is present at the end of the road. The majority of the parcel is jurisdictional
wetland, including area along the existing dirt road. Wetlands along this dirt road appear to have
been historically filled, and although they still meet the US Army Corps of Engineers' jurisdictional
wetland criteria, they have been altered from their natural condition and have been maintained in a
mowed condition.
Wetland limits shown in this application were delineated by Land Management Group and field
approved by Ms. Tracey Wheeler, US Army Corps of Engineers, on January 25, 2008.
Chocowinity Bay in this location is classified by the Environmental Management Commission as
"SC Waters". Adjacent uses are largely residential.
Proposed Work:
The applicant proposes to improve the connection of existing waterbodies and canals to
Chocowinity Bay for the purpose of navigation. Navigable access to Chocowinity Bay would be
utilized by Bay Lake residents. An approximately 65'-wide navigation canal would extend from the
existing waterbody, through upland and formerly altered wetlands, to the existing open water canal
Warren Whichard, Bay Lakes, Chocowinity, NC
in Chocowinity Bay. Dredging within the currently proposed canal, the existing open water canal,
and Chocowinity Bay at the canal's mouth will be to a final depth of 4 NLW. In areas where the
proposed canal would disconnect portions of old upland canals or ditches, these areas would be
filled to prevent pockets of stagnant water. An existing open water canal located east of the one to
be maintained for navigation is proposed to be filled. The open water canal to be filled is very
shallow, is not needed for access, and would provide wetland restoration by re-establishing
adjacent coastal marsh grades. Bulkheading along the existing, middle upland peninsula is also
proposed. Specifically the requested work will include:
1. Creation of the navigable canal through upland and previously altered wetland.
2. Filling upland canals/ditches.
3. Maintenance dredging and expansion of an existing open water canal.
4. Fill within an existing man-made, open water canals for wetland restoration.
5. Grading "upland islands" located within formerly altered wetlands for wetland restoration.
6. Bald cypress planting in remaining formerly altered wetlands for wetland enhancement.
7. Bulkheading along existing upland peninsula.
Construction Methods and Sequencing_
Proposed excavation will be preferably done with land-based excavators. Where dredging is
proposed in the existing open-water canals, an excavator will be situated on the adjacent spoil
island. If proposed open water dredging can not be completed from land, a barge-mounted
excavator will be used with material transported to the site via the existing ramp.
Stabilization of the proposed canal will side slopes stabilized by hog slats. A 15'-wide maintenance
corridor is shown on either side of the proposed canal for this purpose.
Spoil will be partially utilized to fill the canals as described above. A spoil disposal area is also
available on the northern-most lots, adjacent to Whichard's Beach Road, which is also owned by
Mr. Whichard.
Wetland ImoactS:
The proposed canal needed for navigable access to Chocowinity Bay would impact jurisdictional
wetlands, however, these wetlands have been historically filled and altered. Placing the proposed
canal in an area already previously impacted represents a minimization of impact. Areas of the
formerly disturbed wetland area that will not be excavated will be graded or planted to provide
wetland restoration and enhancement. Filling the existing open water canal to match adjacent
coastal marsh grades would also serve as wetland restoration. The remaining majority of the
parcel is un-disturbed jurisdictional wetland in this parcel could be placed in conservation.
Proposed Wetland Restoration: 12,679 sq.ft.
Proposed Wetland Enhancement: 17,367 sq.ft.
Potential Wetland Preservation: approx. 115-acres
Submerged Aquatic Vegetation and Shellfish Resources:
Land Management Group conducted a submerged aquatic vegetation (SAV) and shellfish survey
within the proposed dredge area on October 14, 2008. Sample points within the existing open
water canal and within Chocowinity Bay were designated and GPS-located. At each sampling
Warren Whichard, Bay Lakes, Chocowinity, NC
point, an approximately 1-m2 area was raked for the presence of SAV individuals and rhizomes.
Air temperature was approximately 80T, and water clarity was 2' as measured with a Secchi disk.
Water quality parameters were measure using a YSI Water Quality Meter, and water temperatures
averaged 23°C (or -73° F). Salinity averaged 9.5 ppt. Bottom sediments in the existing open water
canal were mucky silts with little structure. Sediments in Chocowinity Bay were sandy silts.
No SAV individuals or rhizomes were found in any of the sampling locations. What were presumed
to be dead Rangia clams were found in some of the samples, however, no live clams were found.
Environmental Standards:
Land Management Group (LMG) sampled water quality parameters in the existing upland canals,
the waterbody on the subject parcel, and within Chocowinity Bay from June 2007 to August 2007.
Water quality parameters in these locations were also sampled during the October 2008 SAV
survey. At all sampling dates, dissolved oxygen (DO) in the existing canals and waterbodies was
equal to or better than that in Chocowinity Bay (Appendix). At all sampling dates, the average DO
exceeded the state minimum standard of 5 mg/L. LMG also performed the DO model provided in
NC DENR Report No. 90-01. Specific model variables are being provided in greater detail to
DWQ, but the model found that the DO water quality standard should be met across a wide range
of ambient conditions. These results appeared to confirm the actual field data collected by LMG.
The Bay Lake canals and waterbodies are already connected to the adjacent waterbodies by: (1)
the existing surface water connection to Taylor Creek described earlier (2) the northern most canal
is connected to Rodman Creek via a culvert under Whichard's Beach Road (3) existing canals that
connect with Chocowinity Bay and (4) lateral surface water flows from Chocowinity Bay which often
inundate low lying wetland areas within the proposed canal alignment. Given the existing
connections and the good water quality parameters, improving the connection with Chocowinity
Bay is not expected to have adverse impacts to water quality.
It is understood that the Division of Water Quality will apply the Tar-Pamlico riparian buffer
regulations to the existing canals if the proposed connection is made. Since no new impervious
cover is proposed and no new road crossings are required, no buffer authorization is expected to
be necessary. Wetlands to the west of the proposed canal would be planted with Bald cypress, or
similar woody species, as wetland enhancement but would also serve as buffer enhancement.
Other Permits:
No new impervious cover is proposed, and all work would involve excavation and fill. Since no
new impervious cover is proposed, a stormwater exemption is requested.
A sedimentation and erosion control permit will be submitted to the NC Division of Land Quality as
required and prior to construction.
Warren Whichard, Bay Lakes, Chocowinity, NC
4-077
DCM MP-1 p
APPLICATION for -?
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
N/A Bay Lakes
Applicant 1: First Name MI Last Name
Mr. Warren Whichard
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
511 Bay Lake Drive Chocowinity NC
ZIP Country Phone No. FAX No.
27817 Beaufort 252 - 946 - 4727 ext. N/A -
Street Address (if different from above) City State ZIP
Same
Email
N/A

2. Agent/Contractor Information ?jf "
L?
Business Name
Land Management Group Inc. JUL t' 2009

Agent/ Contractor 1: First Name MI Last Name

Laura DENR-WATER QUALITY
Sta savich WETLANDS AND STORMVIATER BRANCH
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
PO Box 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 0001 ext. ext.
FAX No. Contractor #
910 452 0060
i
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave., Suite 15 Wilmington NC 28403-
Email
[e-mail]
<Form continues on back>
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort Bay Lake Drive
Subdivision Name City State Zip
Bay Lake Chocowinity NC 27817 -
Phone No. Lot No. (s) (if many, attach additional page with list)
N/A - ext. N/A, , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
64 Chocowinity Bay / Taylor and Rodman Creeks
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 Pamlico River
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.
City of Washington
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
No dock structures are proposed, however, shoreline along Subject Riparian Parcel = approx. 117-acre
Taylor Creek and the Chocowinity Bay for the entire riparian
parcel exceeds 10,000 Ift.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Typ. ex, lot +/- 20,000 sq.ft., NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +2' to +5' []NHW or ®NWL
e. Vegetation on tract
Large portions of the tract are maintained in a mowed condition. Loblolly pine, Holly, Wax myrtle in upland. Wax myrtle,
Black willow, Saw grass, Phragmites and S. cynusoroides in wetlands.
f. Man-made features and uses now on tract
Within Bay Lakes subdivision: existing canals and waterways from previous mining activities; single family lots and roads;
residential docks within canals. Specifically within subject riparian parcel: formerly disturbed wetland which has been
partially filled and is maintained as herbaceous area; dirt road to Chocowinty Bay waterfront; existing ramps and dockage'
-
existing upland canals, existing open water canals connecting to Chocowinity Bay with side cast spoil islands along each.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
zone the tract? i. Is the proposed project consistent with the applicable zoning?
=Residential (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a 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>
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 for the development proposed in this application. Proposed channel excavation does not require wastetreatment.
o. Describe existing drinking water supply source.
N/A for the development proposed in this application. Proposed channel excavation does not require water service.
p. Describe existing storm water management or treatment systems.
No known stormwater management treatement systems. Sheet flow over vegetated areas is current treatment.

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.
Proposed channel would provide navigable access from existing canals and waterways within the Bay Lakes subdivision to
Chocowinity Bay.
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.
Land-based excavation per tract hoe/backhoe. Excavation below normal high water will preferably be done with an
excavator located on the adjacent spoil islands. If necessary, a barge-mounted excavator will be used.
I
d. List all development activities you propose.
Applicant proposes to: (1) Create an approximately 65'-wide canal through uplands and formerly altered wetlands to provide
navigable access from canals/waterbodies within Bay Lakes to the adjacent Chocowinity Bay (2) Perform maintenance
dredging below normal high water within an existing man-made canal and in Chocowinity Bay at the mouth of the canal to a
final depth of -4' NLW (3) Fill formerly man-made canals and ditches with dredge material (4) Perform planting and minor
grading in remaining, formerly disturbed wetlands for wetland enhancement.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both maintenance and improvements
to existing the existing features.
f. What is the approximate total disturbed land area resulting from the proposed project? 1.5 ?Sq.Ft or ®Acres
g. W
ill the
proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA

that the public has established use of?
- - - - - - - - - - - -
h
r
. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges are proposed.
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
F) Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
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) - (0 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.
I i
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 Norfolk Southern Railroad c/o Mr. Carl Wilson (to the west) Phone No.
Address East Carolina Business Unit, 1500 Carson St. Raleigh, NC 27608
Name Crisp Enterprises LLC (to the east) Phone No.
Address 1397 Whichards Beach Road, Chocowinity, NC 27817
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None Known
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
_ S~ ? `? Print Name ??Y
Signature
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

Form DCM MP-2
EXCAVATION and FILL
(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
WO PY
Channel

Canal

Boat Basin

Boat Ramp

Rock Groin
Rock
(excluding
or
? Breakwater shoreline
NWL) stabilization)

Length 67' 1075' N/A N/A N/A N/A N/A
Width vari 38 6' to X = 65' N/A N/A N/A N/A N/A

Avg. Existing -3.0' MSL or - varies, avg -3'

Depth
3.5' NLW
MSL N/A N/A NA NA N/A
Final Project -3.5' MSL -3.5' MSL

Depth
or-4' NLW
or-4' NLW N/A NIA NA NA N/A
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. S ft b
- 528 cy (maintenance dredging in existing man-made open water
canals and proposed dredging in access channel in Chocowinity
Bay).
0 ottom (sand and silt) of existing man-made, open
water canals.
(i) Does the area to be excavated include coastal wetlands/marsh d.
(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 (see below) ?None
(ii) Describe the purpose of the excavation in these areas:
Excav. of ex. side-cast spoil islands- 17,004 sq.ft. These areas
will be excavated to expand the existing open water canal. The
spoil islands were created when the canal was dug and has
since vegetated with a mix of shrubs such as Wax myrtle and
herbaceous species such as Phragmites and S. cynosuroides.
Excavation of this area will promote navigation and flushing.
High-ground excavation in cubic yards.
Upland excavation for proposed navigation canal = 2,703
cy.
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area b. Dimensions of disposal area.
On-site Approximately 3,571 cy of the excavated material will be
used to fill existing upland and open water canals as
indicted on Sheet 5. Filling upland canals will remove
potential "stagnant areas" and improve flushing. Filling the
existing open water canal will provide wetland
enhancement. Remaining volume of excavated material
will be stored on-site in upland areas (see Sheets 4,5) and
may be used under future house pads.
C. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner
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 ZNone
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes ZNo ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
ZYes ?No ?NA
(ii) If yes, how much water area is affected?
Existing man-made, upland canals will be filled where the
proposed channel would cut off those canals, see Sheet 5.
Filling these existing canals would be done to maintain good
water quality. Existing open water channel would also be filled.
Filling the shallow (<3'-deep canal) would restore the area to
more natural elevations and may serve to provide wetland
enhancement.
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. i ypt5 ul wiultlllit biduj11zdllon: ID
ZBulkhead ?Riprap ?Breakwater/Sill ZOther: horn
slats
c. Average distance waterward of NHW or NWL None. Bulkheading d
along existing canals would be aligned at NWL. Side slopes and
stabilization of proposed navigation canal will be cut from upland
and previously impacted wetland areas. No stabilization is
proposed along exisitng NHW/Chocowinity Bay shoreline.
e. Type of stabilization material:
Vinyl bulkhead and hog slats.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill None Riprap N/A
Breakwater/Sill Other
Source of fill material.
N/A
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ZYes ?No ?NA b (i) Will fill material be placed in coastal wPtlanric/marsh (("AN)
If yes,
(ii) Amount of material to be placed in the water -25 cy of rip
rap
(iii) Dimensions of fill area 291sg.ft. and 454sg.ft. of rip rap
will be placed in existing man made upland canals,Sheet 5.
(iv) Purpose of fill
Rip rap will be placed at the connections of the proposed
canal and the existing canals to promote exchange and
maintain good water quality,
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 the fill in these areas:
Length: Hog slats on slopes along proposed navigation canal'
611-Ift on the west side and 682-Ift on the east side Along
existing upland canals (middle peninsula) vinyl bulkheading
4,695 ff. to be aligned at NWL No stabilization proposed
along existing NHW/Chocowinity Bay shoreline
Width: 15' on each side of proposed navigation canal. Vertical
wall along existing peninsula/upland canals
Maximum distance waterward of NHW or NWL:
None. No new stabilization along existing NHW/Chocowinity Bay
shoreline.
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No ZNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
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)?
Stabilization of proposed channel will be installed before Land-based excavators and barge mounted excavators, if
excavation. Earthen plug will remain at waterward end and necessary. If a barge-mounted excavator is needed for
removed last to minimize sedimentation in the Bay. excavation below NHW, material will be de-watered on the
barge and dry material will be moved onto the property at the
existing ramp.
C. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Use of existing ramp if needed.
7 ?-- ?: _L ?
Date
Bay Lakes
Project Name
Mr. Warren Whichard
Applicann,Nam
ZwM- c C?.A f U4C-/,4/C
Aop+<ant Signature
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
None.
c. Density (give the number of residential units and the units per
acre).
N/A
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ENo ?NA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
N/A.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.5-ac for proposed access channel, stabilization of same,
and improvements to existing ramp.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
No new impervious cover proposed.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
NA- No new impervious cover proposed.
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
NA- No new impervious cover proposed.
j. Describe proposed method of sewage disposal.
N/A
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No direct discharges are planned.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ®No ?NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ®NA
If yes, attach appropriate documentation,
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No ®NA
If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ®No ?NA
community public system, etc.) (ii) If yes, how many acres?
N/A.
o. When was the lot(s) platted and recorded?
N/A. No oceanfront property exists in this project.
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
7??4 S 7--0 5
Date
Bay Lakes
Project Name
Mr. Warren Whichard
Applica a
Applicant Signature
'Boundaries
not meant ti
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington. NC 28402
910-452-0001
LMG # 01-07-208
el SITE
0 0.5 1.0 2.0
SCALE 1" = 1 Mile
LAMA Major Permit Application
VICINITY MAP Bay Lakes
NC Gazetteer pg. 66 Applicant: Mr. Warren Whichard
Location: Chocowinity Bay, Beaufort County
Sheet 1 of 6

0
4
Adjacent Riparian
Norfolk Southern Railroad
Carl Wilson, GM
East Carolina Business
1500 Carson Street
Raleigh, NC 27608
c
Parcel data obtained from Beaufort County GIS database.
LAND MANAGEMENT GROUP INC
ENVIRONMENTAL CONSULTANTS
PO Box 2522 TELE: [phone]
WILMINGTON, N.C. 28402 FAX: [phone]
EMAIL: infoOlmgmup.net
GRAPHIC SCALE
1000 0 500 1000 2000
( IN FEET )
I inch = 1000ft
L:\CAMA\2007 CAMAFIi.c5\Oi-07-208 --- 6AYLAKE5, MICMPP\MAJO?LY?PMI1\MAJO?-3Ui32d7W6
IJ?ND IUNAG-7 GROUP ec
COUNTY PARCELS
BAY LAKES

W " // / I Adjacent Riparian
?w I a / Landowner (to the East):
e r' a PIN 12015631
y Crisp Enterprises LLC
1397 Whichards Beach Rd.
Chocowinity, NC 27817
PROJECT: BAY LAKES
CLIENT: MR. WARREN WHICHARD
DRAWN BY: us
SCALE: 1 " = 1,000'
JOB # 01-07-208
DATE: rev 2.09
SHEET 2 of 6
NCDENR
hlolh Carolina Department of Environment and fvatural Resources
Division of Coastal f0anagement
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
Authors ,zed Agent Consent Agreement
LA?.ID MkA6-,N( JT GlQ60 LAIC . is hereby authorized to act on my behalf
(Printed Name of Agent)
in order to obtain any CAMA permit(s) required for the property listed below. The authorization is limited to the
specific activities described in the attached sketch.
LOCATION OF PROJECT:
--BMA ("AtL Sugbmsi bra

PROPERTY OWNER [MAILING ADDRESS:
1l, W AY Le-Q W tit C,ff -1 )
l.KG- D14OF
Ne- 02 ! 9) / PHONE NO
AUTHORIZED AGENT MAELING ADDRESS:
AiJ ?hA-&em L-,,tJT Gu U P, ( tic .
Z-
01
Signature of Property Owner:
Signature of Authorized Agent.
PHONE NO

Date '?- B-Zeo l
127 Cardinal Drive Ext, Wilmington, North Carolina 28405-3845
Phone. [phone] FAX [phone] Internet www nccoasialmanagementnet
An Equal Opporlunlly ?, Affirmative Action Employer- 50% Recycled 1 10% Posi Consumer Paper
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not meant to be absolute.
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 01-07-208
SITE
0 0.5 1.0 2.0
SCALE 1" = 1 Mile
CAMA Major Permit Application
VICINITY MAP Bay Lakes
NC Gazetteer pg. 66 Applicant: Mr. Warren Whichard
Location: Chocowinity Bay, Beaufort County
Sheet 1 of 11
Map Source: Washington and Shallotte Quadrangle 7.5 minute (topographic)
'Boundaries are approximate and are
not meant to be absolute.
0 250 500 1000
SCALE 1" = 1000'
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants USGS TOPOGRAPHIC Bay Lakes
P.O. Box 2522
MAP
Wilmington, NC 28402 Applicant: Mr. Warren Whichard
910-452-0001
Location: Chocowlnity Bay, Beaufort County
LMG # 01-07-208 Sheet 2 of 11
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