19980310 Ver 2_CAMA Application_20081121

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,,a NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H.(Grregso(n, Director William G. Ross Jr., Secretary
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November 10, 2008 D
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MEMORANDUM: DW-WATERo A p
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TO: Cyndi Karoly, Supervisor Nov 12 2008
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection WDENR. ETLANDS ANo T7oRMWA RBWC44
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Winding River (c/o: Maritech, LLC)
Project Location: 200 Riverhouse Road, adjacent to the Lockwoods Folly River, near Bolivia, NC,
in Brunswick County
Proposed Project: perform maintenance excavation of an existing boat basin
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by December 4, 2008. If you have any questions regarding the proposed project,
contact Steve Everhart at [phone], when appropriate, in-depth comments with supporting
data is 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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Winding River c/o Maritech, LLC
2. LOCATION OF PROJECT SITE: The project site located at 200 Riverhouse Road, adjacent to the
Lockwoods Folly River, near Bolivia, in Brunswick County.
Photo Index - 2006: 7-6184, L-M (6-7) 2000: 7-62, L-M (6) 1995: 7-59, J-K (7-8)
State Plane Coordinates - X: 2229796 Y: 79631 GPS File: N100211A
Lat:33°57'58.94983"N Long: 78°14'32.07092"W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/02/08
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Complete on 10/17/08
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Classification From LUP - Low Density Residential
(B) AEC(s) Involved: ES, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned - N/A
(F) Type of Structures: Existing - Clubhouse, bulkhead, 10-slip boating facility, boat ramp
and parking lot.
Planned - N/A
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD FTT .T FT) nTT-M P
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands - (open
water) 17,080 sq. ft.
(C) Other- High ground (Spoil Disposal) 28,000 sq. ft.
(D) Total Area Disturbed: 1.03 acres (45,080 sq. ft.)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC, HQW Open: No
8. PROJECT SUMMARY: The applicant is proposing to perform maintenance excavation of an existing
boat basin.
Winding River
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 200 Riverhouse Road, adjacent to the Lockwoods Folly River, within Winding
River Plantation, near Bolivia, in Brunswick County. To find the property from US-17 south are as follows: turn
left onto Southport-Supply Rd / NC211 and travel approximately 2.8 miles to Zion Hill Road. Turn right onto
Zion Hill Road and travel approximately 1.7 miles to Riverhouse Road. Turn right onto Riverhouse Road and
travel approximately 0.8 miles and Riverhouse Road dead ends at the project site.
The subject property is approximately 1.21 acres with approximately 308' of shoreline frontage on the
Lockwoods Folly River. The application states the highground portion of the property is elevated approximately
5 feet above Normal High Water. Vegetation consists of lawn grasses, ornamental trees and shrubs on the
highground. Existing man-made features on the property include a clubhouse, bulkheaded boat basin, 10 slip
docking facility, boat ramp and parking lot.
State Permit No. 112-98 was issued to Winding River Plantation, Phase III c/o Blugreen Corp. on August 13,
1998, however the boat basin dock and ramp were deleted from in Condition no. 1 of this permit. On May 5,
1999, State Permit No. 112-98 was amended by CRC Variance to allow the boat basin, docks and ramp. A
Minor Modification was issued on December 6, 1999 authorizing the construction of an additional pier to serve
Lots 6, 7, and 8. State Permit No. 112-98 expired on December 31, 2001.
The waters of the Lockwoods Folly River adjacent to the project site are classified as SC, HQW by the North
Carolina Division of Water Quality. They are designated as a Primary Nursery Area (PNA) by the North
Carolina Division of Marine Fisheries, and they are Closed to the harvest of shellfish.
PROPOSED PROJECT:
The applicant is also proposing to perform maintenance excavation of the existing boat basin and access channel
(see Sheet 2 of 4). The access channel measures approximately 50' in length by 28' in width and the existing
average water depths are approximately -2' @normal low water (NLW). As proposed, the access channel would
be excavated to a final project depth of -4' @ NLW. The approximate water depth of the Lockwoods Folly
River adjacent to the access channel is -5' @NLW. The existing boat basin measures approximately 140' in
length by 112' in width and the existing average water depth is 0' @NLW (see Sheet 3 of 4). As proposed, all
maintenance excavation would be performed to a final project depth of -4' @NLW. The applicant states that
the material would be excavated using a bucket to barge and the barge would be unloaded at the boat ramp. The
spoil material would then be placed in a dump truck or trailer located in the gravel parking lot landward of the
30' buffer and allowed to dewater at least overnight before being transported to the spoil disposal site. The spoil
disposal site is located approximately 2.5 miles inland from the boat basin at the community's boat storage yard
off Riverwood Drive (see Sheet 4 of 4).
The parcel is approximately 1.94 acres and the designated spoil disposal area would measure approximately
140' in length by 200' in width and the material would be contained within this area by silt fencing. The
applicant states that the disposal site would also be available for future maintenance excavation. As proposed, a
total of approximately 2,900 cubic yards of material would be excavated.
Winding River
Page 3
10. ANTICIPATED IMPACTS
The maintenance excavation would disturb approximately 17,080 sq. ft. of shallow bottom. The excavation
operation would likely result in a temporary increase in turbidity. The project would also result in the
disturbance of approximately 22,940 sq. ft. of highground as the result of spoil disposal which would be located
landward of the 75' Estuarine Shoreline Area of Environmental Concern (AEC).
Submitted by: Debra Wilson Date: November 7, 2008 Office: Wilmington
ICE Mr-1
NFLICATION for
no Nov 12 2008
Mayor Development Permit ,w°rswo "I+
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Winding River Plantation Community Association, Inc Project Name (if applicable)
Winding River
Applicant 1: First Name
N/A MI
N/A Last Name
N/A
Applicant 2: First Name
N/A MI
N/A Last Name
N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1640 Goley Hewett Rd PO Box City
Bolivia State
NC
ZIP
28422 Country
USA Phone No.
910 - 755 - 7020 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. AgentContractor Information
Business Name
Maritech, Llc
Agent/ Contractor 1: First Name MI Last Name
Adam C. Knierim
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
108 Circle Dr. Hampstead NC
ZIP Phone No. 1 Phone No. 2
28443 910 - 270 - 4058 ext. 910 - 297 - 7710 ext.
FAX No. Contractor #
910 270 4058 N/A
Street Address (if different from above) City State ZIP
Email
.
[e-mail] .
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<Form continues on back> °'` `

form UGM MN-1 (F'age 2 014)
APPLIGATIt7N Tor
Major Development Permit
I Project Location
County (can be multiple) Street Address State Rd. #
Brunswick 200 Riverhouse Road
Subdivision Name City State Zip
Winding River Plantation Bolivia NC 28422 -
Phone No. Lot No.(s) (if many, attach additional page with list)
910 - 755 - 7020 ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Lumber River Basin Lockwood Folly River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Lockwood Folly 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.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
308 52,707
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5 ®NHW or ?NWL
e. Vegetation on tract
Oaks, Pines, Wax Myrtle, Upland Grasses and shrubs.
f. Man-made features and uses now on tract
Clubhouse, Paking Area, Boat Ramp
g. Identify and describe the existing land uses adiacent to the proposed project site.
Community clubhouse, boat ramp, and marina.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
CO-R-7500 (Attach zoning compliance certificate, if applicable)
?Yes ?No UNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ?No UNA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ?No UNA
National Register listed or eligible property?
<Form continues on next page> .s "
k r
Form DUM 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.
Community Sewer.
o. Describe existing drinking water supply source.
Community Water Supply.
p. Describe existing storm water management or treatment systems.
Storm drains, culverts, ditches, and retention ponds.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ?PubliclGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide water access to residents of Winding River Plantation through use of existing boat ramp and marina basin.
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.
Dredging operations will be performed utilizing bucket and barge methodology. A barge, pushboat, dump truck (dump
trailers), and skidsteer will be used during project dredging operations. Material will be stockpiled in gravel parking areas for
dewatering and subsequently transported to the disposal area via trucks.
d. List all development activities you propose.
Maintenance dredging of existing marina basin to previously permitted depth of -4 (MLW). No changes are proposed to
previously permitted specifications and conditions contained within Major Permit 112-98.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project? 17,317 sub-tidal bottom
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 ;MINA
If yes, attach a mitigation proposal. 4 c +
<Form continues on back>

norm DGM 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 property 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 John M. Wallace Phone No. 910-253-7777
Address 2792 Trident Ct., Southport, NC 28461
Name Bluegreen Golf Clubs, Inc Phone No. 910-755-5200
Address 1643 Goley Hewitt Rd. SE, Bolivia, NC 28422
Name Robert Hewett Phone No. 910-754-6345
Address 670 Hewettown Rd., Bolivia, NC 28422
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
112-98, Winding River Plantation c/o Bluegreen Corp, 5/5/1999
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 'l_% Jcc? Print Name
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

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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
Length 50 140
Width 28 112
Avg. Existing -2 0' NA NA
Depth
Final Project -4 -4 NA NA
Depth
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. Muddy sand
2,900
c. (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 ®None
(ii) Describe the purpose of the excavation in these areas:
Maintenance excavation of an existing marina basin. No
changes are proposed to previously permitted conditions
contained within Major Permit 112-98.
High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Community boat storage area located off Riverwood Drive. 27,525sgft (approximately 200 x 140)
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?
Community boat storage area.
(i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
f. (i) Does the disposal include any area in the water?
?Yes ONo ?NA
(ii) If yes, how much water area is affected?
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3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. 1 ype OT snoreiine sraDU¢ation:
?Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be olaced in rnactal wPtlanrtc/march rrtnn
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
controlled?
Silt Fencing placed around the perimeter of the disposal area.
b. What type of construction equipment will be used (e.g., dragline,
baclkhoe, or hydraulic dredge)?
Mechanical Dredge (i.e. bucket and barge methodology).
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ONo ?NA site? ?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date Applicant Name
- A471
Applicant Sign are
Project Name
j % =g4
Winding River Plantation Maintenance Dredging Project Narrative
The Winding River Plantation boat basin is located on the Lockwood Folly River in eastern
Brunswick County, North Carolina. The proposed project consists of removing approximately
2,900 cubic yards (cy) of bottom sediments that have infilled the basin since the last maintenance
event conducted over 2 years prior. No changes are proposed to the originally permitted design
as specified in Major Permit #112-98 and final grade is proposed to be -4' MLW (Mean Low
Water) with the final grade gently sloping upward toward the landward portion of the basin.
Excavation operations will be executed via mechanical (bucket and barge) dredging due to the
lack of viable disposal options near the project site. Material excavated from the basin will be
immediately placed on a barge and transported to the boat ramp located onsite. Unloading of the
material from the barge will occur at the boat ramp and be conducted using a tracked skid steer
for the transport of material from the barge to awaiting sealed dump trucks or trailers located on
a gravel portion of the upland parking area for the facility. Material will be held in the trucks or
trailers onsite overnight in order to allow for adequate dewatering prior to hauling. After initial
dewatering the material will be transported to the disposal area located approximately 2.5 miles
offsite at the community's boat storage yard on Riverwood Drive. All necessary precautions will
be taken to prevent spillage of spoil material while transporting the material to the offsite
disposal area.
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Disposal Area Horizontal Datum: North Carolina State Plane NAD83 Drg Date:9/12/08
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Planview 2004 Orthophoto provided by Brunswick County. NC Scale: 1' 120' Sheet 4 01 4