20091236 Ver 1_CAMA Application_20120522

May 21 2012
MEMORANDUM
TO Cyndi Karoly Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality Surface Water Protection
Dee Freeman
Secretary
FROM Doug Huggett NC DENR DCM Major Permits Coordinator
400 Commerce Ave Morehead City NC 28557 (Courier 11- 12 -09)
SUBJECT CAMA/Dredge & Fill Permit Application Review
Applicant Wilmington River Club LLC (c /o J Vincent)
Project Location Off Royster Rd NE (SR #1431) adjacent to the Cape River in
Navassa NC in Brunswick County
Proposed Project Applicant proposes to remove an earthen causeway and restore
wetlands in association with the creation of a 450 acre mitigation
bank
Please indicate below your agency s position or viewpoint on the proposed project and
return this form by June 13, 2012 If you have any questions regarding the proposed
project contact Heather Coats (910)796 -7424 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 protect for reasons 2
attached comments 0
MAY ) ? 2j 12
SIGNED DATE
400 Commerce Ave Morehead City NC 28557 3421
Phone [phone] FAX [phone] Internet www nccoastaimanacLement net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturallh(

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME Wilmington River Club LLC c/o Jon Vincent
2 LOCATION OF PROJECT SITE The project is located off Royster Road NE (SR #1431) adjacent to the
Cape Fear River to Navassa Brunswick County
Photo Index 2006 Not available 2000 16 161 G H 14 24 1995 15 169 D F 1124
State Plane Coordinates X 2297532 Y 196372 GPS — Q051714A
Latitude 34 °17 07 76050 N Longitude 78 °00 54 25631 W
3 INVESTIGATION TYPE CAMA/Dredge & Fill
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 2/24/12 5/17/12
Was Applicant Present — Yes (Agent)
5 PROCESSING PROCEDURE Application Received — 5/17/12 (complete)
Office Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan —Town of Navassa
Land Classification from LUP — Conservation Residential
(B) AEC(s) Involved EW PTA PTS
Water Dependent Yes
(D) Intended Use Commercial
(E) Wastewater Treatment Existing — Municipal Planned N/A
(I) Type of Structures
Existing — Existing dirt roads and earthen causeway
Planned Removal of earthen causeway and establishment of a 450 acre mitigation bank
(G) Estimated Annual Rate of Erosion N/A
Source N/A
7 HABITAT DESCRIPTION [AREA]
DRF.n('M FTf.r.F.n nTUP11?
(A) Vegetated Wetlands § 404 /coastal
19 520 sq ft
(excavated/graded)
(B) Non Vegetated Wetlands
1 479
(Open water)
(excavated/graded)
(C) Other Highground
56 700 sq ft
—154 412 sq ft
(spoil disposal)
(D) Total Area Disturbed —5 32 acres
(E) Primary Nursery Area No
(F) Water Classification SC Open No
PROJECT SUIVEVIARY The applicant is proposing to remove an earthen causeway and restore wetlands in
association with the creation of a 450 acre mitigation bank

Lower Cape Fear Umbrella NLhgation Bank c/o Jon Vincent
Page Two
9 PROJECT DESCRIPTION
The project is located off Royster Road NE (SR #1430) adjacent to the Cape Fear River in Navassa Brunswick
County To find the project site travel south on US Highway 74/76 to Village Road NE (the first Leland exit SR
#1472) Turn right onto Village Road and travel approximately 0 6 miles to S Navassa Road (SR#1435) Turn
right onto S Navassa Road and travel approximately 15 miles to the turn in the road Veer left, following the
road as it becomes N Navassa Road (SR# 143 0) Travel approximately 15 miles to Royster Road NE Turn right
and the entrance to the site will be located on the left Please note the property has a locked gate and access
should be arranged with the agent
The entire site consists of approximately 870 acres which is located within the planning jurisdiction of Navassa,
in Brunswick County The site is bordered to the north by Indian Creek and the Cape Fear River to the east by the
Cape Fear River and Brunswick County Wastewater Treatment Plant, to the south by Royster Road and to the
west by Old Bluff Road and two privately owned parcels Manmade features on the tract include several dint
access roads the remains of a former meat packing plant and an earthen causeway through existing wetlands
crossing over Mill Branch Mill Branch connects to Indian Creek and a culvert connects the upper reaches of Mill
Branch under the causeway The existing culvert is obstructed substantially restricting tidal flow Wetland
vegetation on site consists primarily of that characteristic of a cypress swamp Bald Cypress (Taxodium
distichum) Swamp Tupelo (Nyssa Mora) Red Bay (Persea borbonia) and Dwarf Palmetto (Sabal minor)
comprise the tidal swamp forest while Bald Cypress Cattails (Typha spp ) Millet (Pennisetum glaucum) and
Foxtad (Setaria sp ) constitute the wetland vegetation upstream of the culvert/causeway
The waters of the Cape Fear River adjacent to the project site are classified as SC by the North Carolina
Division of Water Quality They ARE designated as a Primary Nursery Area (PNA) by the N C Division of
Marine Fisheries and they are closed to the harvest of shellfish The waters of Indian Creek and Mill Branch are
classified as C SW by the Division of Water Quality They are NOT designated as PNA by the Division of
Marine Fisheries are designated as Inland Fishing Waters by the Division of Marine Fisheries and Wildlife
Resources Commission and are also closed to the harvest of shellfish
PROPOSED PROJECT
The applicant is proposing removal of the existing earthen causeway and culvert to allow for increased tidal
exchange between the upper and lower portions of Mill Branch The work is being submitted as part of a
mitigation plan for development of the Lower Cape Fear Umbrella Mitigation Bank An application has been
submitted to the US Army Corps of Engineers and is under review
As proposed the causeway and culvert would be excavated and the project area would be brought to the existing
adjacent grade Work would be conducted from the causeway retreating towards high ground as the area is
lowered to the final grade A 3 1 slope would be constructed at both ends of the causeway where they meet high
ground Silt fence would be installed around the entire area of disturbance and a temporary diversion ditch and
check dams would be installed Excavated material would be hauled to a high ground disposal site located
approximately 700 south of the causeway The disposal site would measure 316 in length by 175 in width The
disturbed causeway area would then be planted with Swamp Tupelo Green Ash (Fraxinus pennsylvanica) and
Swamp Cypress

Lower Cape Fear Umbrella NLtigation Bank c/o Jon Vincent
Page Three
10 ANTICIPATED EMPACTS
The overall proposed project would result in the disturbance of approximately 5 32 acres According to the
applicant the work associated with the causeway removal would result in the excavation of approximately 1 479
square feet of Public Trust Area (an estimated volume of 55 cubic yards of material) Approximately 19 520
square feet of §404 wetlands would also be temporarily impacted by the grading and causeway removal It would
also result in the excavation of approximately 33 750 square feet of high ground in association with the project
and 55 300 square feet of disturbed area resulting from the high ground spoil disposal site The applicant states
that the remaining 2 66 acres of disturbance is associated with potential road grading
It can be anticipated that the project will result in temporary increases in turbidity The removal of the causeway
and culvert will restore tidal flow to the upper reach of Mill Branch As proposed the project should not result in
any permanent adverse impacts to wetland areas
Submitted by Heather Coats Date 5/18/12 Office Wilmington

i
A �A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Governor
Date 23 February 2012
Name of Property Owner Applying for Permit
Wilmington River Club LLC c/o Mr Jo4fi Vincent
Maihng Address
1508 Military Cutoff Road
Wilmington, NC 28403
Dee Freeman Secretary
I certify that I have authorized (agent) Land Management Group to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
Removal of historic earthen dam for stream
install or construct (activity) and wetland restoration -1)
at (my property located at) f Cedar Hill Road Navassa NC
This certhf atnon is vah thru (date) July 31 2012
Signature
Date
400 Commerce Avenue Morehead City North Carolina 28557
Phone [phone] FAX [phone] Internet www nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer —50/ Recycled 110°/ Post Consumer Paper

CAMA Major Permit Application MAY 0 2 2012
Lower Cape Fear Umbrella Mitigation Bank
Navassa Cape Fear River, Brunswcik County , l
Project Narrative D-lilt Irv) Vi '
March 1, 2012 revised April 2012
Purpose
This CAMA Major Permit application is submitted on behalf of the Wilmington River Club LLC and requests
work in a public trust shoreline AEC for the purpose of wetland and stream restoration The Wilmington
River Club LLC (bank co sponsor) has submitted a mitigation plan for development of the Lower Cape Fear
Umbrella Mitigation Bank (LCFUMB) to the US Army Corps of Engineers Wilmington Regulatory Office
which is currently under review by the Corps and the Interagency Review Team (IRT) The bank will
provide compensatory mitigation for authorized stream and wetland impacts occurring within the Lower
Cape Fear River Basin Two tracts are included in the plan however only the tract located on the Cape
Fear River in Brunswick County near Navassa (referred to as the Sneeden Tract in the mitigation plan)
requires a CAMA permit and is the subject of this application
The Sneeden property is comprised of two parcels (Brunswick County parcels 0240000102 and 0241A001)
which total roughly 870 acres The property is bordered on the north and east by the Cape Fear River and
includes the lower section of Mill Branch The southern portion of the site is bounded by Cartwheel Branch
Approximately 417 acres of mature tidal freshwater cypress gum swamp exist within the property
immediately adjacent to the Cape Fear River and the lower section of Mill Branch Indian Creek (a fourth
order tributary of the Cape Fear River) flows through the tidal swamp forest along the northern edge of the
property Shoreline along the Cape Fear River /Indian Creek on the northern and eastern sides totals
approximately 13 623 linear feet Tidal freshwater swamp along the river wetlands adjacent to Cartwheel
Branch and wetlands along Mill Branch will be preserved restored and enhanced under the mitigation plan
The LCFUMB will place in preservation a total of approximately 453 acres of wetland and associated upland
buffer
Water and Land Use Classifications
Waters of Mill Branch Cartwheel Creek Indian Creek and the adjacent Cape Fear River are all classified
by the NC Environmental Management Commission (EMC) as C Sw denoting a freshwater swamp (Sw)
that is protected for secondary recreation Waters in Mill Branch Cartwheel Creek and Indian Creek are
also classified as inland waters by the NC Marine Fisheries Commission (MFC) Adjacent waters of the
Cape Fear River are classified by the MFC as joint waters and primary nursery areas
The property is zoned by the Town of Navassa as an approved planned unit development (PUD RB) The
Town of Navassa s future land use map references upland portions of the property as falling within Area 1
and is subject to the associated planning policies for that area Wetlands within the property are mapped as
conservation Wetland restoration enhancement and preservation are inherently consistent with the
designated land use Adjacent land uses are a mix of residential and industrial
Proposed Work
Work requested in this application involves the removal of an earthen causeway /dam which has impounded
the upper reach of Mill Branch The causeway /dam has blocked tidal exchange between the lower portion
of Mill Branch (and the tidal influence of the Cape Fear River) and the upper portion Conversion of the
upper portion of Mill Branch to an open water impounded wetland is apparent by a change in hydrology and
vegetation Hydrographs from the impounded area demonstrate nearly static water levels ranging from 18
inches to 24 inches above the soil surface While an outlet pipe exists at the northern end of the causeway
this outlet has been managed over time to control water levels and has often been completely blocked by
Project Narrative CAMA Mayor Permit Application
Lower Cape Fear Umbrella Mitigation Bank Brunswick County

beaver Currently rip rap and beaver dam debris at the base of the culvert on the impounded side covers
approximately half of the pipe s opening During the majority of the year and during normal rainfall
conditions water levels in the impounded area are higher than the adjacent tides and flow is largely an
outflow to Mill Creek Regular bi lateral flows between upper reaches of the former stream and the tidal
source no longer exist The causeway also severs any previously existing navigability by canoe or kayak
and blocks the movement of fish into upper reaches of the creek Wetland vegetation above the causeway
consists of bald cypress millet foxtail and cattail Natural vegetation in the tidal swamp forest consists of
bald cypress swamp tupelo red bay American b ti and dwarf palmetto Along lower portions of Mill
Branch lizard s tail pickerel weed and duck potato can also be found
The causeway is aligned such that the tidal swamp forest abuts the northem /eastern edge and the
impounded portion of Mill Branch abuts the southern /westem edge The mitigation plan proposes to remove
the causeway restoring riparian wetlands in their former footprint and enhancing wetlands further up
gradient of the structure Removing the causeway and matching adjacent reference wetland grades will
allow for re- establishment of characteristic riparian wetland hydroperiods and tidal exchange The normal
high water (NHW) contour along the northem /eastern edge has been identified as the 2 MSL contour A
portion of the grading associated with removal of the causeway will fall within the 30 Public Trust Shoreline
AEC Temporary work in wetlands will also be necessary to match the adjacent reference elevations
Work below NHW in Public Trust Waters will be very limited with two areas shown on Sheet 6 totaling
1479 sq ft in size Work below NHW will be limited to that necessary to remove fill and re establish
reference wetland elevations Excavation below NHW is expected to total no more than 27 cy to 50 cy
Work in the Public Trust Shoreline AEC totals 19 749 sq ft in area
Work in 404 wetlands along the lower slopes of the causeway would be temporary work to remove fill and
re establish natural reference wetland elevations Temporary work in wetlands has been estimated on
Sheet 6 to total 19 520 sq ft in size Approximately 723 cy to 1446 -cy of fill material may be removed from
areas still meeting wetland criteria but no longer at reference wetland elevations
Excavation of the entire dam (upland wetland and public trust waters combined) has been estimated to
total 33 750 sq ft with the removal of approximately 5 000-cy of fill material The only other work proposed
is grading for the spoil disposal site and possible grading of the existing dirt access road if needed The
upland spoil disposal area is estimated to be 55 300 sq ft in size Total disturbed area shown on the
grading plan is 5 32 ac The remaining balance of area to be disturbed is associated with the potential road
grading
Earthwork will be done with equipment staged on the causeway moving back as work is completed
Upland staging areas are also available at the northern and southern ends of the causeway where the dirt
road exists on upland At the intersection with upland at the northern and southern ends the area will be
graded to 31 side slopes to tie to existing upland grades The existing corrugated metal pipe at the
northern end of the causeway will be removed A temporary diversion ditch and temporary rock check dams
will be installed along with silt fencing around the entire area of disturbance per a grading and erosion
control plan prepared by Florence and Hutchenson consulting engineers Material will be staged and
stored in the disposal area which will be located approximately 700 south of the causeway on upland
outside the AEC Area within the causeway footprint will be planted on approximate 10 centers with
characteristic cypress gum swamp species such as swamp tupelo green ash and bald cypress
Associated Permits
A wetland delineation of the entire property was conducted in January 2010 The delineation was approved
during a site visit with USACE staff on August 17 2010 and a copy of the signed wetland delineation surrey
is included in this application ; �iw V r, j'
Project Narrative CAMA Mayor Permit Application W 9 2 i 2
Lower Cape Fear Umbrella Mitigation Bank Brunswick County

A sedimentation and erosion control plan has been prepared by Florence and Hutchenson consulting
engineers and will be submitted to the NC Division of Land Quality for approval prior to site work
An exemption from state stormwater permitting is requested since no new impervious cover is proposed In
fact removal of the dirt driving surface across the top of the causeway will reduce impervious cover
r 4V AV4r,JqjadYJ ,,— r ") 'm C
Project Narrative CAMA Mayor Permit Application
Lower Cape Fear Umbrella Mitigation Bank Brunswick County

DCM MP -1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Primary Applicant/ Landowner Information
Business Name
Wilmington River Club Llc (Current Landowner)
Project Name (if applicable)
Lower Cape Fear Umbrella Mitigation Bank (Bank Sponsor)
Applicant 1 First Name
Mr Jon
MI
Last Name
Vincent
Applicant 2 First Name
MI
Last Name
If additional applicants please attach an additional page(s) with names listed
Mailing Address
1508 Military Cutoff Road
PO Box
City
Wilmington
State
NC
ZIP
28403
Country
Phone No
ext
FAX No
Street Address (d different from above)
City
State
ZIP
Email
2 Agent/Contractor Information
Business Name
Land Management Group Inc
Agent/ Contractor 1 First Name
MI
Last Name
Rob
Moul
Agent/ Contractor 2 First Name
MI
Last Name
Laura
Stasawch
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
Street Address (d different from above)
City
State
ZIP
3805 Wrightsville Ave
Wilmington
NC
28403
Email
rmoul @Imgroup net Istasavich @Imgroup net
i
<Form continues on back> � -4

Form DCM MP 1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 Project Location
County (can be multiple)
Street Address
State Rd #
Brunswick
property off Royster Road
1430
Subdivision Name
City
State
Zip
N/A
Navassa
NC
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
Vegetation on tract
Mill Branch Indian Creek Cartwheel Branch
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
Cape Fear River
e Is proposed work within city limits or planning jurisdiction?
f if applicable list the planning junsdicton or city limit the proposed
®Yes ❑No
work falls within
including a causeway which acts as an earthen dam Dam /causeway has blocked natural freshwater tidal exchange
Navassa
4
Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
13 622 Ift
Overall parcel — 870 ac Mitigation portion = 453 ac
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)
Area within AEC ranges from NHW to +5 NHW ❑
NHW or ®NWL
e
Vegetation on tract
Freshwater tidal swamp bald cypress swamp tupelo American holly red bay Upland loblolly pine longleaf pine water
oak live oak fetterbush mkberry blueberry persimmon
f
Man made features and uses now on tract
Within the roughly 450 ac portion of the parcel to be the Lower Cape Fear Umbrella Mitigation Bank existing dirt roads
including a causeway which acts as an earthen dam Dam /causeway has blocked natural freshwater tidal exchange
between the lower end of Mill Branch and its upper reach The portion of the property to become the Lower Cape Fear
Umbrella Mitigation Bank has been maintained as wooded with some privating hunting allowed
g
Identify and describe the existing land uses adiacent to the proposed project site
Adjacent uses are a mix of residential and industrial
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
approved PUD RB
(Attach zoning compliance certificate if applicable)
®Yes ❑No ❑NA
I
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?
I
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>
r ov14 R i

Form DCM MP 1 (Page 3 of 4)
APPLICATION for
Mayor Development Permit
m (i) Are there wetlands on the site? ®Yes ❑No
(u) Are there coastal wetlands on the site? ®Yes []No
(m) If yes to either (i) or (u) above has a delineation been conducted? ®Yes ❑No
(Attach documentation if available)
n Describe existing wastewater treatment facilities
County/municipal sewer is available but not needed for the proposed work
o Describe existing drinking water supply source
Municipal water supply is available but not needed for the proposed work
p Describe existing storm water management or treatment systems
Stormwater management exemption requested Project will remove existing dirt road and no new impervious cover will be
added Removal of material and planting native tree species only
5 Activities and Impacts
a Will the project be for commercial public or private use? ®Commercial ❑Public/Govemment
❑Pnvate /Community
b Give a brief description of purpose use and daily operations of the project when complete
The approximately 450 acres of mitigation restoration and preservation will be placed in perpetual conservation and held by
a third party Wetland mitigation credits will be sold as approved by the Corps
c Describe the proposed construction methodology types of construction equipment to be used dunng construction the number of each type
of equipment and where it is to be stored
Back hoe and dump trucks will be used to remove the earthern dam and to match adjacent wetland grades Work will be
done from the dam and the adjacent dirt roads to the north and south LMG staff will be on site during work to ensure
restoration grades are achieved
d List all development activities you propose
Removal of the earthen causeway to re- establish tidal freshwater exchange between Mill Branch and the impounded area
landward of the eathem causeway (Mill Pond) Grading associated with removal of the causeway to match adjacent
reference wetland grade and to stabilize slopes at the upland transition (at the adjacent dirt roads) Bald cypress will be
established in the area of the removed causeway on approximately 10 centers or as approved by the Corps in the mitigation
plan
e Are the proposed activities maintenance of an existing project new work or both? Restoration removal of dam
f What is the approximate total disturbed land area resulting from the proposed project? 532 ❑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
No piped or new discharges to waters of the state are proposed other than the restoration of natural flows in the upper
portion of Mill Branch
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
l Is there any mitigation proposed? ❑Yes ❑No _ ®NA
If yes attach a mitigation proposal -) If.., c r
<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 mayor 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 Corbett Industries Inc (to north and adj to Cape Fear River) Phone No
Address PO Box 210 Wilmington NC 28402
Name Richard and Rebecca Clark (to north and adj to Indian Creek) Phone No
Address 2046 Cedar Hill Road Leland NC 28451
Name NC DOT (to south adj to Cape Fear River) Phone No
Address 1546 Mail Service Center Raleigh NC 27611
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 113A1 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 _Land Management Group Inc agent
Signature
cam 144
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 'f
❑DCM MP 4 Structures Information
e� y

Form DCM MP -2
EXCAVATION and FILL
(Except for bndges 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
1
Access
❑This section not applicable
a
Amount of material to be excavated from below NHW or NWL in
b Type of material to be excavated
Other
Sand and material from earthen dam
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
MHW at 2) In some spots along the dam minimal excavation of
(NLW or
material and grading below the normal water level will be needed
Breakwater
shoreline
c
NWL)
d High ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
Excavation to remove earthen causeway (area above the
stabilization
Length
N/A
N/A
N/A
N/A
N/A
N/A
665
Width
(u) Describe the purpose of the excavation in these areas
Temporary work in wetlands to remove earthen dam and restore
vanes X= 40
Avg Existing
grades of adjacent reference wetlands 19 520 sgft
NA
NA
-6
Depth
❑This section not applicable
a
Location of disposal area
b Dimensions of disposal area
Approx 700 east of the earthen dam (excavation area) on
— 316 x 175
Final Project
upland off an existing sod road
c
NA
NA
-25
Depth
[]Yes ®No ❑NA
(u) If no attach a letter granting permission from the owner
(u) if yes where?
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
Sand and material from earthen dam
Dam to be removed and graded to match adjacent wetland grades
which is expected to closely match the 2 5 contour Oust above
MHW at 2) In some spots along the dam minimal excavation of
material and grading below the normal water level will be needed
and has been calculated to total 1 479 sq ft and 55-cy of material
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)
Excavation to remove earthen causeway (area above the
or other wetlands (WL)? If any boxes are checked provide the
wetland line) — 3 387 cy
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) Describe the purpose of the excavation in these areas
Temporary work in wetlands to remove earthen dam and restore
grades of adjacent reference wetlands 19 520 sgft
12
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a
Location of disposal area
b Dimensions of disposal area
Approx 700 east of the earthen dam (excavation area) on
— 316 x 175
upland off an existing sod road
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
(u) If no attach a letter granting permission from the owner
(u) if yes where?
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
OWL ❑None
(i) Does the disposal include any area in the water?
❑Yes ®No DNA
(u) If yes how much water area is affected? —
N/A
'b 1 0 L ZIJ0)

(n) Describe the purpose of disposal in these areas
N/A Disposal area completely in upland
3 SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin use MP-4 — Structures)
a Type of shoreline stabilization
❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL
e Type of stabilization material
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater /Sill Other
I Source of fill material
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
(n) 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 placed in coastal wetlands /marsh (CW)
If yes
(n) Amount of material to be placed in the water
(m) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV) shell bottom (61:3) or
other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(u) 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 draglme
controlled? backhoe or hydraulic dredge)?
Silt fence will be installed along the limits of disturbance Rock Backhoes dump trucks
check dams will be installed where diverted water may be
discharged back to the wetland A sedimentation and erosion
control plan will be obtained from NC Land Quality and all
measures approved in that plan will be implemented
c (i) Will navigational aids be required as a result of the project? d
[-]Yes ®No ❑NA
(n) If yes explain what type and how they will be implemented
MAY 11 t" r
--,4 t ►k' 1 It 1 0 J Y I D I' f \1 C
(i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ❑No ❑NA
(u) If yes explain steps that will be taken to avoid or minimize
environmental impacts
Work will be done from the earthen dam and the adjacent
upland with equipment staged on upland portions of the dam
and the adjacent dirt roads as the material is being removed If
equipment must be placed in the wetland area equipment
matting will be used

r:Or DCW FPP -' (EAeu a logs a j,-,' Fel , P-,-q_c a r, 3
2/22/2012 _d a
�Z-
Date'"
Lower Cape Fear Umbrella Mitigation Bank
Project Name
Wilmington River Club LLC do Mr John Vincent
Applicant N e
Applica t Signa ure
T3 3� .
w 4
� Ay, d 2 2012
i; N NC

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and /or land disturbing activities)
Attach this form to Joint Application for CAMA Mayor 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 no units proposed
e If the proposed protect 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 DNA
(u) If yes list the date submitted to be submitted by Florence
and Huchtenson Consulting Engineers Raleigh
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 budding rooftops or to be used for vehicular driveways
or parking
None
i Give the percentage of the entire tract to be covered by impervious
and /or built upon surfaces such as pavement budding rooftops
or to be used for vehicular driveways or parking
None
t Describe proposed method of sewage disposal
N/A No development proposed no sewage disposal
needed
I 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 from development activities are
b Number of lots or parcels
N/A no lots or parcels to be developed
d Size of area to be graded filled or disturbed including roads
ditches etc
Area within limits of disturbance around earthen dam to be
removed totals 38 542 sq ft Area within disturbed limits of
upland disposal area totals 56 700 sq ft Existing sod road
from Royster Road to earthen dam is shown on grading
plans from Florence and Hutchenson and that plan lists
5 32 ac as the total disturbed area
f List the materials (such as marl paver stone asphalt or concrete)
to be used for impervious surfaces
No new impervious cover
h Protects 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 DNA
(n) If yes list the date submitted
r
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 protect include an innovative stormwatdr
design?
❑Yes ®No DNA
If yes attach appropriate documentation
Nn

proposed Restoration of natural tidal exchange
between upper and lower reaches of Mill Branch and
the Cape Fear River /Indian Creek
m Describe proposed drinking water supply source (e g well
community public system etc)
N/A No development proposed and no drinking water
needed
o When was the lot(s) platted and recorded?
N/A not an oceanfront parcel
2/23/2012
Date
Lower Cape F r Umbre a Mitigation Bank
Project Name ZOT
WiltRington Riv Club ILC c/o Mr ls4p Vincent
n (Q Will water be impounded? ❑Yes ®No ❑NA
(u) If yes how many acres?
p If proposed development is a subdivision will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA

Tanks
421
t
Otth' t Dii111%eas
bs i � Ltf�lllt QN
,. -T\ M `� /r F ` SITE 4
t 4004
Cedar HIR,
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9A� OR CS,K �{
MILL RD • ` t
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1 � /
74 _ 17 74 76 133
S 76 - -
I ,r-
4R I i 2092
W I L A N' 16 t h 4N 1,0 2.0 4.0mites
LMG
LAND MANAGEMENT GROUP
e m t i c It r
Post Me Bo 2522
Wilm ngton North Carolina 28402
T I phone [phone]
- - - -- Lower
Project
Lower Cape Fear Umbrella
Mitigation Bank
Date
2/2812012
Revision Date
N/A
Scale
1 = 2 miles
Jo Number
01 09 117
Tdle+
Vicinity Map
A* umbretio. MIT i Permit nee pn
Drawn By
NC Gazetter
wn
Figure
7 of 9

MAR 1 5 209 00

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