20080231 Ver 3_CAMA Application_20080515

A0 O"k )) QB- Da31 J
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross, Jr., Secretary
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: 14 May 2008
SUBJECT: CAMA Application Review
APPLICANT: Charis Properties
Respond to Doug Huggett
Morehead City Office
[Err"' [9 0 W
MAY 1 5 2008
DENR - WATER QUAUTY
WETLANDS AND STORMWATER BRANCH
PROJECT LOCATION: SRI 123 Clay Bottom School Rd, adjacent to Sydney Creek, near the
Town of Chocowinity, in Beaufort County North Carolina.
PROPOSED PROJECT: Applicant proposes to build a boat ramp with associated wooden groins, a
launch pier, and a paved access road.
Please indicate below your position or viewpoint on the proposed project and return this form by 4 June
2008. 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
Signed
Date
N rrrthCarolina
,llaturall1
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.
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.netl
An Equal Opportunity 1 Affnatwe Action Employer - 50% Recycled 110% Post Consumer Patter
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Charis Properties Cypress Corners Section 4
2. LOCATION OF PROJECT SITE: SR1123 Clay Bottom School Rd, adjacent to Sydney Creek, near the
town of Chocowinity, in Beaufort County North Carolina.
Photo Index 2006: 99-8171 W:15 2000:99-1127C:10
State Plane Coordinates - X: 645,950 Y: 2,575,050 GPS Rover File # no signal
USGS Quad: Washington (lower middle)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 February 2008
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -12 May 2008
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Municipal
(B) AEC(s) Involved: Coastal Shoreline and PTA
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing -None
Planned - Proposed sewer by the Town of Chocowinity
(F) Type of Structures: Existing -single-family homes, roads and other infrastructure
Planned - ±36.86' X ±5.34'pier (± 15.5' below NWL), f47' X ± 12' boat
ramp (±15.5' below NWL), (2) ±29' wooden groins, and a paved access
road to the boat ramp.
(G) Estimated Annual Rate of Erosion: N/A
Source -
7. HABITAT DESCRIPTION:
[AREA]
nVPnrFn FILLED OT ER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands ±212 ft2 ±84 ft2
Creek bottom (boat ram) shaded

(C) Impervious surface in AEC ±360 ft2(boat
ramp approach)
(D) Total Area Disturbed: ±656 ft2
(E) Primary Nursery Area: No
(F) Water Classification: Not classified Open: No
8. PROJECT SUMMARY: Applicant proposes to build a boat ramp with associated wooden groins, a
launch pier, and a paved access road.
Cypress Corner Section 4
Charis Properties
Beaufort County
Project Setting
The project area is located off SR1123 Clay Bottom School Rd, adjacent to Sydney Creek, near
the town of Chocowinity, in Beaufort County North Carolina. Sydney Creek is a tributary of
Chocowinity Bay, which flows into the Pamlico River. Charis Properties has developed a +52.046
acre tract into a residential housing development referred to as Cypress Comers. As proposed,
Cypress Corners will consist of 85 lots for single-family homes. The project site is a ±100'X
f 30' common area set aside between lots 15 and 19 and will be for the exclusive use of the
residents of Cypress Corner.
The project site is accessed via an existing unimproved roadway that traverses the slope down to
Sydney Creek. The roadway continues along the toe of the hill and off of the project site.
Vegetation at the project site consists of small shrubs wax myrtles, bays, etc. and herbaceous
ground cover.
The project site is bordered to the West by phase 1, section 3 of the same subdivision. A mixed
wooded wetland consisting mostly of Bald Cypress trees and Black Gum trees borders the project
site to the east. Additional development activities including road construction and building of
single-family homes are currently taking place at various locations throughout the Cypress
Comers Subdivision. These activities are outside of any CAMA AEC but will require the
appropriate permits and approvals from other state and federal agencies.
The waters of Sydney Creek are not classified by the North Carolina Environmental Management
Commission. Existing permits on the project site include Sedimentation and Erosion Control
#BEAUF-2008-002 and Stormwater Permit #SW7071210.
Project description
The applicant proposes to build a boat ramp with a paved access road and a launch pier on Sydney
Creek. The boat ramp will be ±47'(± 15.5'below NWL) long by ± 12'wide and will be formed
and poured upland and pushed into place after curing. Two ±29'wooden groins are proposed to
frame the boat ramp. As proposed, only ± 13'of the wooden groins will be located below the
NWL. A ± 12ft.wide by f 587ftlong paved road will be constructed to access the boat ramp and
launch pier. The proposed launch pier will be ±36.86 X ±5.34'of which ±15.5'will extend into
Sydney Creek. The width of Sydney Creek at the project site is ±63'.
Anticipated impacts
The construction of the boat ramp and wooden groins will result in the filling of ±212ft2 of creek
bottom and ±360ft2 of impervious service within the Coastal Shorelines AEC. Construction of the
launch pier will result in shading ±84ft2 of Sydney Creek. The access road will impact 17,044 ft 2
of uplands. The project as proposed will result in localized turbidity as a result of the construction
activities. Upland development activities will result in ±30%increase in impervious surface area
for the entire tract.
Raldwm&
?lOWski PA
ENOINEE"NC- • SURVEYING • PLANNING
May 5, 2008
NCDENR COATAL MANAGEMENT DIVISION
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
Ref: Cypress Corner Section 4
Addendum to Narrative
To Whom It May Concern:
I am writing this letter on behalf of the owners of the above referenced project.
The subdivision was originally designed to have waste water disposal provided
by the Town of Chocownity. The owners have made a choice to use individual
septic systems on this project because of issues involving the ability to permit
and provide waste water disposal service to the property at a price that is
agreeable to the owners. The services of a professional soil scientist are being
used to evaluate and locate suitable areas to serve as septic systems for the
development of this property.
Please use this letter as an addendum to the narrative included with the
application for the CAMA Major permits used to apply for the construction of a
boat ramp on this property.
Feel free to contact me with any questions or concerns.
Sincerely,
c?
Sean .Owens
Project Manager
Baldwin & Janowski, PA
1015 Conference Drive
Greenville, NC 27858
[phone] Office
[phone] Mobile
sowens baldvwinandianowski.com
N ?
?v '??, ?.O. £ k n . _ 4+ _ -
Baldwin&
Janowski,PA
ENGINEERING - SURVEYING - PLANNING
PROJECT NARRATIVE
CYPRESS CORNER, SECTION 4
CHARIS PROPERTIES, LLC
CHOCOWINTY TOWNSHIP, BEAUFORT COUNTY
NORTH CAROLINA
February 8, 2008
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
Tm 91;9 71;9 13Qf1 . PAY 99;9'191 1d19 . vim= RAI r)WINAND.IANOWSKI.CoM

PROJECT NARRATIVE
CYPRESS CORNER, SECTION 4
BEAUFORT COUNTY, NORTH CAROLINA
Narrative
This project site consists of 52.046 acres. The property is bounded by NCSR 1123 to the
South, Cypress Corner, Section 2 to the East and Agricultural Properties to the North and
West. The North side of the property is also bordered by Sydney Creek and an unnamed
tributary thereof.
The completed project will consist of 85 lots, two ponds, a boat ramp and pier. The boat
ramp facilities will be installed to allow access to Sydney Creek and Chocowinity Bay for
recreational boats. The boat ramp will be private and open to use by the home owners of
the subdivision only. The proposed boat ramp will extend beyond the South bank
approximately 16' below normal water level and the pier will extend no more that 15.5'
beyond the bank. A 6" wood groin is also proposed on each side of the boat ramp. The
proposed length of the groins will be approx. 29' each. The site will consist of
approximately 4,575 linear feet of streets that will be deeded as public. Water and sewer
service will be public, provided by the Township of Chocowinity.
The site is zoned R-1 and will consist of 85 lots ranging in size from 10,000-74,000 sf.
This site is recorded in Deed Book 1586, Page 271, in the Beaufort County Registry and
a portion of this property is associated with PIN # 12002979.
In accordance with item F. under part 6 of DCM MP-1 all adjacent water front (riparian)
landowners will receive a copy of this permit application for review via certified mail.
The landowners will have 30 days to submit comments to the Division of Coastal
Management concerning the proposed project.
JJ,Ba1dw1*n&
anowski,PA
ENGINEERING • SURVEYING - PLANNING
February 8, 2008
D&B Land Group
Attn: Tommy Dotson
PO Box 343
Plymouth, NC 27962
Dear Mr. Dotson:
I am writing you on behalf of the owners of the Cypress Corner Section 4
development. This letter is to inform you of the intent of the developers to install
a boat ramp and pier near lot 15 to provide access to the creek for the residents
of Cypress Corner. I am also to inform you that any objections or concerns you
have about the proposed development need to be provided in writing within 30
days of receipt to:
NCDENR Division of Coastal Management
Attn: Mike Thomas
943 Washington Square Mall
Washington, NC 27889
Along with this letter I have included the package of information that I am
submitting to CAMA for your review and to help define the scope of the project.
If you have any questions concerning the development you may contact me at
[phone]
Sincerely,
Sean C. Owens
Project Manager
cc: file 05-293
1015 CONFERENCE DRIVE • GREENVILL,E, NORTH CAROLINA 27858
7m 91,9 7RA 1?Q0 • FAY 252.321.1412 • www.BALDWINANDJANOWSKI.com
ii,Baldwin&
anowsllapA
ENGINEERING - SURVEYING • PLANNING
February 8, 2008
Mr. Plummie A. Norris Jr.
713 Old Blounts Creek Rd.
Chocowinity, NC 27817
Dear Mr. Norris:
am writing you on behalf of the owners of the Cypress Corner Section 4
development. This letter is to inform you of the intent of the developers to install
a boat ramp and pier near lot 15 to provide access to the creek for the residents
of Cypress Corner. I am also to inform you that any objections or concerns you
have about the proposed development need to be provided in writing within 30
days of receipt to:
NCDENR Division of Coastal Management
Attn: Mike Thomas
943 Washington Square Mall
Washington, NC 27889
Along with this letter I have included the package of information that I am
submitting to CAMA for your review and to help define the scope of the project.
If you have any questions concerning the development you may contact me at
[phone]
Sincerely,
Sean C. Owens
Project Manager
cc: file 05-293
1015 CONFERENCE DRIVE • GREENVILLE, NORTH CAROLINA 27858
Tom, 747 7Ra v44n . FAY 2r,2 R21 1412 • www.BALDWINANDJANOWSKI.com
A?A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor James H. Gregson, Director William G. Ross Jr., Secretary
Date 1/30/08
Applicant Name Charis Properties, LLC
Mailing Address P.O. Box 1549
Winterville, NC 28590
I certify that I have authorized (agent) Baldwin & Janowski, PA
to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) boat ramp, pier and wood groin
at (location) Cypress Corner, Section 4
This certification is valid thru (date) 1/30/09
Signatu
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110%a Post Consumer Paper
fig- p?31 V3
IN MP-1
APPLICHION for

Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Charis Properties Project Name (if applicable)
CYPRESS CORNER SECTION 4
Applicant 1: First Name MI Last Name
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
1549 City
Winterville State
NC
ZIP
28590 Country
US Phone No.
252 - 355 - 4688 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. Agent(Contractor Information
Business Name
Baldwin & Janowski, Pa
Agent/ Contractor 1: First Name MI Last Name
SEAN C OWENS
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1015 Conference Drive Greenville NC
ZIP Phone No. 1 Phone No. 2
27858 252 - 756 - 1390 ext. 240 252 - 413 - 7927 ext.
FAX No. Contractor #
252 321 1412
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
Fgrm DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
BEAUFORT BLOUNT'S CREEK ROAD 1120
Subdivision Name City State Zip
CYPRESS CORNER SECTION 4 CHOCOWINITY NC 27817-
Phone No. Lot No. (s) (if many, attach additional page with list)
NIA - - ext. 1-85, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
TAR-PAMLICO UNNAMED TRIBUTARY TO SYDNEY CREEK
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
NNatural ?Manmade ?Unknown PAMLICO SOUND
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
CHOCOWINITY
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1175 FEET 52.046 ACRES
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
VARIES, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) Tract varies, area of impact for the boat ramp is 3.0
?NHW or ®NWL
e. Vegetation on tract
MATURE WETLANDS AND UPLAND FORESTS
f. Man-made features and uses now on tract
CROPLAND AND ACCESS PATH
g. Identify and describe the existing land uses adjacent to the proposed project site.
FARMING, RESIDENTIAL, AND TIMBER
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R1 (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the t ract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
<Form continues on next page>
Fgrm DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
PROPOSED PUBLIC SEWER PROVIDED BY THE TOWN OF CHOCOWINITY BY S.T.E.P. SYSTEM
o. Describe existing drinking water supply source.
PROPOSED PUBLIC WATER BY THE TOWN OF CHOCOWINITY
p. Describe existing storm water management or treatment systems.
STORM WATER PERMIT HAS BEEN SUBMITTED BUT NOT APPROVED AS OF THE DATE OF THIS APPLICATION
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.
Upon completion, the site will serve approximately 85 residential lots. The proposed boat ramp will serve the residents of
this site.
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.
Heavy equipment will include dozers, off road trucks, backhoes, etc. All equipment will be stored atleast 200 feet away from
any waters.
d. List all development activities you propose.
Development activites will include construction of infrastructure for a residentail development, 1 pond, and a boat ramp with
pier. Also, there will be a community recreational area and common area for walking.
e. Are the proposed activities maintenance of an existing project, new work, or both? NEW WORK
f. What is the approximate total disturbed land area resulting from the proposed project? 38.709 ?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
N/A
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ®No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name D& B Land Group Phone No. [phone]
Address PO Box 343 Plymouth, NC 27962
Name Plummie Norris, Jr. Phone No. [phone]
Address 713 Old Blounts Creek 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.
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 Print Name Johnny Corbett
Signatu
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
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
45'Above
Length 47'Total, 15.5' (2) 29' Wood '
Below NWL Groins 20
Below
NWL
30' Above
Width 12' 13' Below
NWL
Avg. Existing
Depth 3 NA NA
Final Project
Depth 4 NA NA
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. muck and silt or sand
30
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 100
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
OWL ?None
(ii) Describe the purpose of the excavation in these areas:
The boat ramp will be excavated for installation of concrete ramp
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Onsite on high ground. 75 ft X 75 ft
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA ®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
material will be spread in yard of future lot
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes ONo ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. („) If yes, how much water area is affected?
?CW ?SAV ?SB N/A
?WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A

3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. I ype of snoreune staon¢ation: b. Length:
[]Bulkhead ?Riprap []Breakwater/Sill []Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ENA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
h. Type of fill material.
4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouqht to the site? ®Yes ®No FINA b. (i) Will fill material be olaced in coastal wetlands/marsh (CW)
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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:
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)?
Excavated and fill material will be stored on higher ground behind Excavator, Backhoe, Dump Truck
silt fence.
C. (i) Will navigational aids be required as a result of the project?
?Yes ONo ?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.
Date
Cypress Corner Section 4
Project Name
Johnny Corbett for Charis Properties
cant Nam
Applicant S ture
,s .r rZ
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 b. Number of lots or parcels.
proposed. 85 LOTS PROPOSED
85 Resedintial Lots, 4574LF of streets, a boat ramp and
pier, (1) pond
c. Density (give the number of residential units and the units per
acre).
85 LOTS OVER 52.046 ACRES = 1 PER1.63 ACRES
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 10/03/07
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
38.709 ACRES
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
CONCRETE AND ASPHALT
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.
360 sf impervious area above normal water level within
30'AEC.
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.
30%
j. Describe proposed method of sewage disposal.
Public sewer service by The Town of Chocowinity by a
S.T.E.P. system.
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).
Erosion and Sedimentation Control Plan No.
BEAUF-2008-002
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: _12/10/07
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 NNo ?NA
If yes, attach appropriate documentation.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Publice water to be Provided by The Town of Chocowinity
o. When was the lot(s) platted and recorded?
HAVE NOT BEEN RECORDED. WILL BE RECORDED
WITH THE FINAL PLAT
n. (i) Will water be impounded? ?Yes ENo ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
EYes ?No ?NA
1/26/08
Date
CYPRESS CORNER SECTION 4
Project Name
JOHNNY CORBETT FOR CHARIS PROPERTIES, LLC
Applicant Name
ApptrCa-nt S ature
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ®Private/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ®No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ?Yes ENo
(ii) Number 1 If yes:
(iii) Length 36.86' TOTAL 15.5' EXTENDING INTO (ii) Number
WATER. THE CHANNEL IS 63' WIDE AT THIS POINT (iii) Length
(iv) Width 5.34' (iv) Width
(v) Floating ?Yes ®No (v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
g. (i) Number of slips proposed
N/A
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
k. Typical boat length: 17'
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
OPEN RUNABOUTS
1. (i) Will the facility be open to the general public?
?Yes ONo
m. (i) Will the facility have tie pilings?
?Yes ONo
(ii) If yes number of tie pilings?
?y
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
Sewage discharge will not be permitted. "NO SEWAGE DISCHARGE" signs will be installed
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2 Signs adjacent to the Boat Ramp
(ii) Give the location and number of "Pumpout Available" signs proposed.
0
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live-aboard dockage?
None will be allwed.
k. Describe design measures that promote boat basin flushing?
NONE
1. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes NNo

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
OWL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ONo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ?This section not applicable
a. (i) Number 2
(ii) Length 29'
(iii) Width 1'
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
ED This section not applicable
b. Number
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
IN W, 'r? R°
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Approximatley 200' Greater than one mile away
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Avg. 70,
d. Water depth at waterward end of structure at NLW or NWL
4
e. (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.
8. OTHER ?This section not applicable
a. Give complete description:
Boat ramp and improvements will be installed to provide access to Sydney Creek and Chocowinity Bay for small recreational
boats.
Date
1128/08
Project Name
Cypress Corner Section 4
Applicant Name
Johnny Corbett for Charis Properties
Applicant Sign ure
'J