20050222 Ver 3_CAMA Application_20130130

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvada, III
Governor Director Secretary
January 28, 2013
MEMORANDUM
TO: Karen Higgins, Webscape Unit Supervisor
Division of Water Quality - Raleigh
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Andron Properties, Inc., Major Mod to 153 -05
Project Location: The Refuge at Drummonds Point, End of Drummond's Point & Osprey Dr.,
Chowan County
Proposed Project: Modify Major Permit #153 -05 to include: subdivision with 14 single -
family residences, community docking facility, retaining walls, walkways,
piers, platforms, riprap breakwaters & bulkheading
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 02/18/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact John Cece at (252) 264 -3901. When
appropriate, in -depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: 252 - 264,39011 FAX: [phone]; Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
MAJOR MODIFICATION TO MAJOR PERMIT #153 -05
I. APPLICANT'S NAME: ANDRON Properties (formerly The Refuge at Drummond's Point)
2. LOCATION OF PROJECT SITE: The subject properties are on the tip of the peninsula located
immediately south of the confluence of the Yeopim River, Yeopim Creek, and the Albemarle
Sound. The properties are the eastern -most points of land in Chowan County and are located at the
end of Drummond's Point Road (SR 1100) and Osprey Drive in the Albemarle Shores Subdivision.
3.
4.
5.
6.
7.
Photo Index —
2006: 155 -6751 (K11 -14; L9 -14; M9 -10; N9 -10; 09 -10)
2000: 154 -1808 (N13 -14; 013 -15; P13 -14; Q13 -14; R13 -14; S13 -15; T14 -16)
1995: 154 -1596 (E3 -5; F3 -5; G5 -6; H5 -6; I5 -6; J3 -6; K4 -6)
1989:114-1 (K10 -12; L10 -12; M10 -12)
1984: 113 -838 (1113 -14; I13 -15; J13 -15; K13 -14; L13 -14; M13 -15; N14 -16)
1979: 125 -1575 (D12 -13; E12 -14; F12 -13; G12 -13; H12 -14; I13 -15; J13 -15)
State Plane Coordinates - X: 2765600 Y:853600
USGS Map: Yeopim River (UR)
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit — 10/23/12
Was Applicant Present — No
PROCESSING PROCEDURE: Application Received Complete - 1/15/13
Office - Elizabeth City
SITE DESCRIPTION:
(A) Local Land Use Plan — Chowan County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Single Family Residential
(E) Wastewater Treatment: Existing - None
Planned - On -site septic
(F) Type of Structures: Existing — Bridge, bulkheads, retaining walls, road beds
Planned - 14 single family residences with individual platforms,
pool, pool house, community pier structure with 10 boat slips, large
rip rap breakwaters, additional retaining walls
(G) Estimated Annual Rate of Erosion: 3 - 20 feet
Source - applicant
HABITAT DESCRIPTION:
Mm m
FILLED
USURPED
(A) Estuarine Waters/
Public Trust a
Are
14,559 SF
63,235 SF
71,000 SF
(including Cypress areas)
(B) Estuarine
Shoreline/ Wetlands
5540 SF
None
None
(C) Wetlands
1960 SF
None
None

Major Modification to Major Permit #153 -05
The Refuge at Drummond's Point
Page 4
(D) Total Area Disturbed: 63,235 SF (1.45 acres)
(E) Primary Nursery Area: No
(F) Water Classification: Albemarle Sound SB Open to shell fishing: No
Yeopim River SC Open to shell fishing: No
8. PROJECT SUMMARY: The applicant proposes to modify the currently permitted 18 -unit clustered
residential development to a community with 14 single family residences. Proposed changes to the
associated infrastructure include removing storm water retention ponds and adding low- density
storm water controls, and expanding the pool house and pool parking area. Proposed new -
construction includes;
• A large community docking facility with 10 boat slips,
• Off shore breakwaters totaling 3,155 feet in length,
• Sixteen 400 SF swimming/fishing platforms,
• Five elevated walkways over wetland areas,
• Four individual piers,
• An additional 1,323 feet of retaining wall,
• An additional 45 feet of bulkhead,
• A kayak storage building and kayak launch platform, and
• A maintenance shed.
BACKGROUND
The Division of Coastal Management (DCM) issued Major Permit #153 -05 on October 13, 2005 to the
Refuge at Drummond's Point to construct an 18 -unit clustered residential development. The associated
infrastructure included the installation of a bridge and access roads through and over U.S. Army Corps of
Engineer Section 404 wetlands, extensive bulkheads and retaining walls, rips rap breakwaters, and a boat
ramp.
On June 9, 2006 DCM issued a Minor Modification to the permit authorizing an additional 165 feet of
bulkhead and 68 feet of wetland protection rip rap.
In December 2008 the Division of Water Quality issued Stormwater Permit #SW7080937 which
included, but was not limited to, authorizing the construction of 14 single family residences, the
installation of 3,215 feet of rip rap shoreline protection, and the expansion of the pool and pool parking
area. It must be noted that none of the modifications authorized by DWQ have been authorized by DCM.
On March 2, 2009 DCM renewed Major Permit #153 -05 and transferred it from The Refuge at
Drummond's Point to ANDRON Properties Inc. Finally, on October 26, 2011 DCM issued another Minor
Modification to extend and widen the previously authorized boat ramp.
PROJECT SETTING
The Refuge at Drummond's Pont is situated on a 21 acre peninsula located in Chowan County at the end
of Osprey Drive in the Albemarle Shores subdivision located at the end of Drummond's Point Road. The
peninsula has approximately 5,500 linear feet of shoreline on the Albemarle Sound to the south and east
and the Yeopim River to the north and west.

Major Modification to Major Permit #153 -05
The Refuge at Drummond's Point
Page 3
A gravel road off the cul -de -sac at the end of Osprey Drive provides access to the subject properties. A
100 -foot long wooden bridge carries the road over Corps of Engineers regulated wetlands and a small
unnamed tributary of the Yeopim River. The gravel road continues through the wetlands until it reaches
the cleared uplands portions of the peninsula. Approximately 300 feet of retaining wall has been installed
along each side of the east end of the access road separating the road from the adjacent wetlands.
Traveling counter - clockwise around the tract, approximately 570 feet of bulkhead has been installed on
the southern edge of the properties along the Albemarle Sound shoreline. The eastern end of this
bulkhead connects to one of two sections of wooden retaining wall, each 320 feet long, that have been
installed to separate the upland portion of the property and the two large sections of wetlands located on
the southeastern tip of the peninsula. Approximately 175 feet of bulkhead has also been installed along
the upland shoreline separating the two wetland areas.
Further counter- clockwise, two sections of bulkhead; one 1,100 feet long, and one 520 feet long have
been installed to harden the properties' eastern shoreline along the Albemarle Sound. A retaining wall
approximately 250 feet long surrounds the landward side of a wetland area separating the two sections of
bulkhead.
Approximately 85 feet of retaining wall have been installed at the northern tip of the property to separate
the adjacent uplands and wetlands. Further around, 95 feet of bulkhead have been installed on the
properties' shoreline along the Yeopim River.
The subject properties contain approximately 11 acres of uplands and 10 acres of wetlands. Elevations
for the entire tract range from normal water level (NWL) along the shores of the Albemarle Sound and the
Yeopim River to approximately 8 feet above NWL in the center of the upland areas. Vegetation on the
cleared uplands consists of mowed indigenous grasses with scattered mature pine, oak, sweet gum and
holly.
Vegetation in the wetland areas consists of mature cypress, red maple and black gum and indigenous
shrubs, bushes and plants. It appears that the site's wetland shorelines have eroded so that many of the
mature cypress trees and associated cypress "knees" are now situated up to 200 feet offshore in the
shallow waters of the Albemarle Sound and Yeopim River.
The adjacent riparian property on the sound side of the proposed development site contains a single
family residence with a partially bulkheaded waterfront. The adjacent riparian property on the river side
is undeveloped, but contains a small deteriorating pier approximately 3 feet wide and 20 feet long.
The waters of the Albemarle Sound adjacent to the site are classified as SB and the waters of the Yeopim
River are classified as SC. Both bodies of water are closed to shellfish taking. The shoreline water
depths are usually less than —2 feet.
The applicant conducted an SAV survey in October/November 2010 and reports that the majority of the
SAV identified was Eurasion watermilfoil and that other species discovered were all located within 30
feet of the shoreline (see attached SAV survey for detailed information).

Major Modification to Major Permit #153 -05
The Refuge at Drummond's Point
Page 4
PROPOSED DEVELOPMENT
The proposed permit modification request consists of changing the previously authorized 18 -unit
clustered residential development to a subdivision containing 14 single family residences. Proposed
changes to the previously authorized infrastructure include replacing four large storm water retention
ponds with a "pre- formed scour hole" located near the entrance, and expanding the pool house and pool
parking area.
Major Permit #153 -05 authorized the construction of a 24 -foot by 40 -foot pool, a 16 -foot by 24 -foot pool
house located immediately adjacent to the pool, and 11 parking places located south of the pool. The
applicant proposes to modify these amenities by adding a 10 -foot concrete apron around the pool,
expanding the pool house to 16 -foot by 62 -foot, expanding the parking area to 14 spaces, and relocating
the parking to the east and north sides of the pool area.
In addition to modifying previously authorized structures the applicant is proposing to construct a large
community docking facility with 10 boat slips, approximately 1,300 LF of retaining walls, five sections of
elevated walkways located over wetlands totaling 1,060 LF, four piers totaling 230 feet in length, 16
platforms with two sets of steps, six sections of offshore riprap breakwaters totaling 3,155 LF in length,
and one section of bulkhead 45 feet long.
The location and sizes/lengths of this proposed new construction is summarized below.
Location
Retaining
Walls
Walkways
Over
Wetlands
Piers
Platforms
Rip Rap
Breakwaters
Bulkheads
Lot 1
250'
Lot 2
130'
6' x 235'
6' x 65'
16' x 25'
110'
Lot 3
170'
6' x 75'
6' x 20'
16' x 25'
130'
Lot 4
16' x 25'
Lot 5
16' x 25'
390'
Lot 6
6'x 115'
6'x 110'
16' x 25'
170'
Lot 7
16' x 25'
260'
Between Lots
7/8
470'
Lot 8
16' x 25'
Lot 9
16' x 25'
Lot 10
16' x 25'
Lot 11
16' x 25'
Pool Area
two 16' x 25'
275'
Lot 12
330'
6' x 65'
14' x 28'
130'
Lot 13
300'
16' x 25'
355'
Lot 14
120'
16' x 25'
470'
45'
Boat Ramp
Area
8' x 570'
6' x 35'
16' x 25'
8' x 16'
395'
Community
Pier
8' x 335'
322 SF uncovered
1,073 SF covered
8' x 148'
665 SF semi - circle
six 4' x 25' finger piers

Major Modification to Major Permit #153 -05
The Refuge at Drummond's Point
Page 5
In addition to the lot- specific new construction summarized above, the applicant also proposes to
construct three new structures on or near the previously authorized boat ramp. The applicant proposes to
install an 8 -foot by 16 -foot kayak launch at the north end of the boat ramp, a 12 -foot by 20 -foot covered
kayak storage facility near the south end of the ramp, and a 20 -foot by 30 -foot maintenance shed just
north of the road accessing the boat ramp.
As detailed above, the applicant proposes to protect the eroding wetland shorelines by installing
approximately 3,155 LF of offshore riprap breakwaters. The applicant has proposed installing structures
that will be approximately 20 -30 feet wide at the base, two feet wide at the top, and protrude
approximately two feet above NWL. To improve water circulation around the structures the applicant has
proposed drop -downs in the riprap below NWL every 100 feet and 10 -foot wide breaks every 400 feet.
The applicant proposes to install the breakwaters along the water ward edge of some of the cypress trees
and cypress knees extending out into the water rather than at NWL. The proposed alignments will range
from at NWL to a maximum of 115 feet beyond NWL.
The applicant proposes to install most of the breakwaters from a floating barge but has stated that some
sections may have to be installed with either a low ground pressure excavator or a regular tracked
excavator that would travel over the site's wetlands and through the shallow waters of the Albermarle
Sound and Yeopim River to install the rip rap. The applicant was unable to identify which sections of the
breakwaters would be installed utilizing the barge and which sections would be installed with the
excavators.
The proposed community docking facility will consist of an 8 -foot wide by 355 -foot long pier that will
extend northwest from the end of the previously authorized boat ramp. Another 148 -foot section will then
turn north and parallel the adjacent shoreline. The applicant proposes to install 1,395 SF of platform (322
SF uncovered and 1,073 SF covered) at the junction of these two sections. The 148 -foot long section will
contain 10 boat slips with boat lifts. Each slip will be approximately 20 -feet wide and 50 -feet long.
Finally, the applicant proposes to install a 665 SF semi - circle shaped platform to allow residents to turn
their golf carts around when accessing the pier.
ANTICIPATED IMPACTS
It is anticipated that the proposed development will have the following impacts:
• Shade 14,559 SF of Estuarine Waters / Public Trust Area AECs: the proposed swim platforms
will shade 7,192 SF, the proposed individual piers 1,380 SF, the community docking facility
5,859 SF, and the kayak launch 128 SF.
• Fill 63,235 SF of shallow bottom habitat in the Estuarine Waters / Public Trust Area AECs: the
proposed breakwaters will fill 63,100 SF, while the bulkhead will fill 135 SF.
• Construction of the proposed breakwaters will require approximately 4,675 CY of rip rap to be
placed below NWL and 1,179 CY to be placed above NWL.
• The proposed elevated walkways will shade 7,500 SF of wetlands: approximately 5,540 SF will
be located within the Estuarine Shoreline AEC and 1,960 will be located beyond the 75 -foot
jurisdiction.
• The modifications to the pool, pool house, and pool parking will create approximately 5070 SF
of impervious surface in the Estuarine Shoreline AEC.
Submitted by: John Cece 252 -264 -3901 x234
Date: 1/24/13

MAJOR PERMIT FEE MATRIX
Applicant: ANDRON PROPERTIES. MAJOR MOD TO 153 -05
Selection
Development Type
Fee
DCM %
DWQ %
(14300 16014351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non - commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
® Major Modification to a
involves the filling and /or
CAMA Major permit - $250
excavation of up to 1 acre
of wetlands and /or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non -
1
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3490 (See
attached ) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
�)
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
E]
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
❑
involves the filling and /or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and /or
open water areas:

S.A.M.P.S.O.N. and Co at" �: D
Marine Const metion And Environmental Con's tan
125 Hunters Trail West, Elizabeth City, North Carolina, 279 U t�1 , 0
5 Tel: [phone] Fax: [phone] �t� 2012
pormits@,sampsonmarine.com www.samp.-;onmarine.com
COASTAL r:ir,id� CElviENT
EL17_Ar F iH GITY
PROJECT NARRATIVE — REVISED AS OF 12/09/2012 - �•- -- w . --
IN SUPPORT OF REQUEST FOR MAJOR MODIFICATION TO PERMIT 153 -05
APPLICANT: Andron Properties, Inc.
PROJECT: The Refuge at Drummonds Point; Subdivision and Waterfront
Development Project
LOCATION: Chowan County, North Carolina; 311 North Island Crossing, Edenton, NC
Directions:
From Edenton, at intersection of US 17 and NC 32, proceed NE on US 17
for 5.1 miles. Turn right onto NC 37, and proceed 0.8 miles. Turn left onto
Thick Neck Road and proceed 0.6 miles. Turn right onto Yeopim Road and
proceed 0.5 miles. Turn left onto Drummonds Point Road and proceed 3.9
miles. Turn left to remain on Drummonds Point Road and proceed 2.1
miles. Turn left onto Osprey Drive and proceed 0.8 miles. At traffic circle
turn right onto North Island Crossing, the entrance to the project site.
SITE: Description:
When the Permit application was first submitted for this project in 2004,
the project area consisted of a 21.03 acre tract. Subsequent to Hurricane
Isabel, and permitted bulkheading of the property, the tract now consists of
20.01 acres, with 1,934 feet of shoreline on the Albemarle Sound, and
4,749 feet of shoreline on the Yeopim River. Approximately %Z of the tract
(11.17 acres) consists of uplands, with the remainder of the tract consisting
of wetlands, primarily 404 Wetlands, with a very small presence of Coastal
Wetlands.
Adjoining g evelopment:
Immediately adjoining this tract, south along the Albemarle Sound, and
west along the Yeopim River, subdivided residential property exists along
the shoreline. The first lot to the south along the Albemarle Sound has a
residential structure near the Sound, with a bulkheaded shoreline, and the
seventh lot to the south along the Albemarle Sound has a residential
structure near Osprey Lane and a connecting boardwalk through wetlands
to a pier and platform adjacent to the shoreline. This pier lies
approximately 775 feet southwest of the project site's southwest corner.
The next seven lots to the south remain undeveloped, and nine of the next
seventeen lots to the south have residential structures, five of which have
piers and/or platforms.
i an•r; yyr

The lot- immediately to the west along the Yeopim River has a short pier
near the mutual property line, extending approximately 35 feet into the
water, and has some bulkheaded shoreline; the next property westward
along this shoreline has most of the shoreline bulkheaded and a pier, with
platform, of approximately 100 feet. This pier lies approximately 920 feet
west of the project site's western boundary, and is not seen from the project
property due to intervening stands of in -water cypress trees. The fourth and
sixth lots, to west of the project site along the Yeopim River, both have
piers with platforms. No development exists on lots 5, and 7 through 11 to
the west, but the 12th lot to the south has a constructed residence and a
bulkheaded shoreline.
Undeveloped lots, both along the Albemarle Sound and along the Yeopim
River appear to consist of unmanaged upland and swamp forest. While all
of this area is zoned A -1, no evidence of agriculture or managed forest
appears to exist within 1 mile of the project site.
Erosion:
Erosion is readily discernable along the shorelines of both the Albemarle
Sound and the Yeopim River where the shoreline is not stabilized by
constructed bulkheads. Erosion on the project site was extensive during
Hurricane Isabel, and has continued steadily since, with the exception of
where constructed bulkheads have stabilized exposed uplands along the
retreated shoreline. Over the course of the past 12 months, erosion of
unprotected shorelines is estimated to have averaged approximately 3 feet,
with the greatest loss, up to approximately 20 feet just to the west of the
northern tip of the property.
The shoreline along the Albemarle Sound is a high energy shoreline where
winds from the East - Southeast blow across an open fetch of water in excess
of 30 miles. Minimum open fetch of water is 6 miles, and is encountered
when winds blow out of due South. This shoreline is sheltered by land
when winds range from the Southwest, clockwise, to the East - Northeast.
The shoreline along the Yeopim River is also a high energy shoreline when
winds range from the Northwest, clockwise, to the North - Northeast. This
shoreline is subjected to waves building across a 1.5 mile open fetch of
water when winds are out of the Northwest, across a 1 mile open fetch of
water when winds are out of the North - Northeast, and no less than a 0.6
mile fetch when winds are out of the North- Northwest.
Soils:
The Soil Survev of Chowan and Perquimans Counties, North Carolina,
published by the USDA in 1986, maps soils on the project site as Roanoke
silt loam and Chowan silt loam, which are listed as hydric soils in the
USDA's Hydric Soils of Chowan County, North Carolina, published in
1991. The first soil is a poorly drained soil identified as existing both
within upland and wetland areas of the project site. The second soil is a
Page 2 of 14
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The lot- immediately to the west along the Yeopim River has a short pier
near the mutual property line, extending approximately 35 feet into the
water, and has some bulkheaded shoreline; the next property westward
along this shoreline has most of the shoreline bulkheaded and a pier, with
platform, of approximately 100 feet. This pier lies approximately 920 feet
west of the project site's western boundary, and is not seen from the project
property due to intervening stands of in -water cypress trees. The fourth and
sixth lots, to west of the project site along the Yeopim River, both have
piers with platforms. No development exists on lots 5, and 7 through 11 to
the west, but the 12th lot to the south has a constructed residence and a
bulkheaded shoreline.
Undeveloped lots, both along the Albemarle Sound and along the Yeopim
River appear to consist of unmanaged upland and swamp forest. While all
of this area is zoned A -1, no evidence of agriculture or managed forest
appears to exist within 1 mile of the project site.
Erosion:
Erosion is readily discernable along the shorelines of both the Albemarle
Sound and the Yeopim River where the shoreline is not stabilized by
constructed bulkheads. Erosion on the project site was extensive during
Hurricane Isabel, and has continued steadily since, with the exception of
where constructed bulkheads have stabilized exposed uplands along the
retreated shoreline. Over the course of the past 12 months, erosion of
unprotected shorelines is estimated to have averaged approximately 3 feet,
with the greatest loss, up to approximately 20 feet just to the west of the
northern tip of the property.
The shoreline along the Albemarle Sound is a high energy shoreline where
winds from the East - Southeast blow across an open fetch of water in excess
of 30 miles. Minimum open fetch of water is 6 miles, and is encountered
when winds blow out of due South. This shoreline is sheltered by land
when winds range from the Southwest, clockwise, to the East - Northeast.
The shoreline along the Yeopim River is also a high energy shoreline when
winds range from the Northwest, clockwise, to the North - Northeast. This
shoreline is subjected to waves building across a 1.5 mile open fetch of
water when winds are out of the Northwest, across a 1 mile open fetch of
water when winds are out of the North - Northeast, and no less than a 0.6
mile fetch when winds are out of the North- Northwest.
Soils:
The Soil Survev of Chowan and Perquimans Counties, North Carolina,
published by the USDA in 1986, maps soils on the project site as Roanoke
silt loam and Chowan silt loam, which are listed as hydric soils in the
USDA's Hydric Soils of Chowan County, North Carolina, published in
1991. The first soil is a poorly drained soil identified as existing both
within upland and wetland areas of the project site. The second soil is a
Page 2 of 14

i
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O
very poorly drained soil mapped to exist within the wetland areas of the
project site.
Hydrology:
The hydrology on the site was investigated by Carolina Silvics, Inc., in
2004, and reported as follows:
Hydrology on the site varies from a seasonal high water table at a
depth below the soil surface of greater than three feet to a seasonal
high water table above the soil surface in excess of six inches. The
main wetland area on the property contains a perennial conveyance
not depicted on USGS topographic mapping. Direction of flow in
this conveyance varies by wind direction but is typically north to
the Yeopim River. Maximum width of this conveyance on the
subject property is 42 feet (ft) with an average width of 10 ft.
Section 404 Wetlands:
The 404 wetlands on the project site were first flagged by Environmental
Professionals, Inc. in 1998 and confirmed by Henry Wicker of the U.S.
Army Corps of Engineers ( USACOE), and subsequently survey- located
and marked. Carolina Silvics, Inc. re- flagged these wetlands in July 2003,
which was field- confirmed by William Wescott of the USACOE on July
28, 2003. A surveyed plat of this delineation was provided by Hyman and
Robey, PC, dated 19 February 2004, verified and signed by William
Wescott of the USACOE on 15 June 2004, with Tracey Wheeler of the
USACOE providing a five -year Jurisdictional Determination of the
wetlands on 23 June 2004.
Dominant canopy trees in the wetlands include bald cypress (Taxodium
distichum), green ash (Fraxinus pennsylvanica), red maple (Acer rubrum),
and swamp blackgum (Nyssa sylvatica var. biflora). Lower wetland
vegetation includes wax myrtle (Myrica cerifera), loblolly -bay (Gordonia
lasianthus), sedges (Carex spp), arrowhead (Sagittarea latifolia), arrow
arum (Peltandra virginica), royal fern (Osmunda regalis), lizards tail
(Saururus cernuus), marsh pennywort (Hydrocotyle umbellata), marsh
coyote - thistle (Eryngium aquaticum), giant cane (Arundinaria gigantea),
and blue flag (Iris versicolor). Sawgrass (Cladium jamaicense), and cat -tail
(Typha angustifolia) are present in coastal wetland designated areas.
Coastal Wetlands:
Coastal wetlands on the property were identified and flagged by Carolina
Silvics, Inc., and confirmed in the field by Frank Jennings of the NC
Division of Coastal Management ( NCDCM) on March 11, 2004. Carolina
Silvics, Inc., reported a fringe community of coastal wetlands along the
Yeopim River shoreline. They also reported coastal wetlands in an area
along the Albemarle Sound on the northeastern portion of the property, and
these were reflected on Sheet 2 — Grading and Drainage Plan (Hyman and
Robey drawing #02973, with revisions I — 4, Rev. 4 dated 09/26/05, and
received by NCDCM Elizabeth City on 09/22/2006).
Page 3 of 14

During site work associated with the Boatramp Minor Modification in
April of 2011, and during the SAV Study performed by S.A.M.P.S.O.N.
and Company, Inc. in October of 2010, no coastal wetlands were noted as a
fringe community along the Yeopim River, and only sawgrass (Cladium
jamaicense), and cattail (Typha angustifolia) were noted in the pocket of
coastal wetlands depicted as noted above on Sheet 2.
Uplands:
Prior to Huricane Isabel, large, mature timber occupied much of the upland
areas, including loblolly pine (Pinus taeda), cherrybark oak (Quercus
falcate var. pagodafolia), sweetgum (Liquidambar styraciflua), and
American holly (Ilex opaca). A few of these trees survive along the
margins to the wetland areas. However, the majority of the Uplands are
now dominated only by a variety of naturally occurring, mowed grasses.
Waters:
The waters of the Albemarle Sound adjoining the project site are classified
as SB waters, and are outside any primary or secondary nursery areas.
These waters lie within the sole jurisdiction of the NC Marine Fisheries
Commission, and are not designated as an Anadromous Fish Spawning
area. All of these waters adjoining the project site are listed by the NC
Shellfish Sanitation Commission as within designated Shellfish Growing
Area, I -8, which is listed as open for shellfish harvesting in the absence of a
temporary closing event such as significant rainfall.
The waters of the Yeopim River adjoining the project site are classified as
SC waters, and are outside any primary or secondary nursery areas. These
waters lie within the jurisdiction of both the NC Marine Fisheries
Commission and the NC Wildlife Resources Commission, and are
designated as an Anadromous Fish Spawning Area. All of these waters
adjoining the project site are listed by the NC Shellfish Sanitation
Commission as closed to shellfish harvesting.
The NC Division of Marine Fisheries ( NCDMF) has indicated that the
shorelines of the Albemarle Sound in the project area, along with the
Yeopim River, function as a nursery area for spot, croaker, southern
flounder (Paralichthys lethostig_ma), white perch, yellow perch, blueback
herring, alewife, american and hickory shad, striped bass, blue crabs and
other commercially and recreationally important species. NCDMF has
further indicated that the Yeopim River is a documented spawning area for
blueback herring and alewife.
Neither the waters along the Albemarle Sound, nor the waters of the
Yeopim River, appear to meet the definition for Essential Fish Habitat
designation under the Magnuson- Stevens Fishery Conservation and
Management Act. The Fishery Management Plans (FMP) produced by the
Mid - Atlantic Fishery Management Council (MAFMC), the South Atlantic
Page 4 of 14

Fishery Management Council ( SAFMC), and the National Marine Fisheries
Service (NMFS), do not address any of the species identified by NCDCM,
nor do the habitats for any of the species identified in these FMPs directly
correspond to the habitat within the project area. While the MAFMC has
established a FMP for summer flounder ( Paralichthys dentatus), this is a
separate specie of flounder, and the associated inshore estuarine habitats for
this specie distinctly differ from that for the NCDCM noted southern
flounder.
North Carolina study data (Burke et al.,1991) suggest that larvae of P.
lethostigma recruit onto tidal flats near the heads of estuaries where salinity
ranges from 9 - 25 %0; whereas Paralichthys dentatus larvae settle more
downstream, in the low to middle reaches of estuaries where salinity ranges
from 24 - 35 %o. NOAA data, prepared to assist with the identification of
Essential Fish Habitat (EFH) in coastal waters of North and South
Carolina, Georgia, and the east coast of Florida, shows the waters near the
project area to be in the range of 0 — 0.5 %o for 3 months of the year, and in
the range of 0.5 — 5.0 %o for 9 months of the year. While these salinity
levels are below the ranges identified by Burke for both the southern and
the summer flounder, a doubling of the salinity would bring this area into a
range suitable for the southern flounder, whereas these anticipated salinity
levels would have to increase by a factor of five to become suitable for the
summer flounder that is subject to a FMP.
This project includes proposed development of the boat docking amenity
within waters of the State of North Carolina, including attachment to State
bottom beneath the waters. The project as proposed is in compliance with
the N. C. environmental Policy Act (N.C.G.S. 113A 1 -10).
Submerged Aquatic Vegetation:
In support of this application for a Permit modification to allow the
construction of a docking amenity along the Yeopim River shoreline, a
Submerged Aquatic Vegetation (SAV) survey was conducted by
S.A.M.P.S.O.N. and Company, Inc. in late October, early November of
2010. (See separate submittal for full description.) Four different species of
SAV were found during the survey of this area. Myriophyllum spicatum
(eurasian watermilfoil) accounted for 75% of the SAV detected; Najas
guadalupensis (southern naiad) accounted for I I% of the SAV detected;
Potamogeton perfoliatus (redhead grass) accounted for 11 % of the SAV
detected; and Valisneria americana (wild celery) accounted for 3% of the
SAV detected.
Species other than Myriophyllum spicatum, were detected exclusively
within approximately 10 meters of the shoreline, with the exception of
Najas guadalupensis, which was occasionally detected at greater distances
offshore. A total of 4,262 grids were sampled for SAV, and a presence was
detected in 902 of the sampled grids, representing a SAV presence in
approximately 21% of the entire Survey area. Concentration of SAV within
Page 5 of 14
r�
i�
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1
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Fishery Management Council ( SAFMC), and the National Marine Fisheries
Service (NMFS), do not address any of the species identified by NCDCM,
nor do the habitats for any of the species identified in these FMPs directly
correspond to the habitat within the project area. While the MAFMC has
established a FMP for summer flounder ( Paralichthys dentatus), this is a
separate specie of flounder, and the associated inshore estuarine habitats for
this specie distinctly differ from that for the NCDCM noted southern
flounder.
North Carolina study data (Burke et al.,1991) suggest that larvae of P.
lethostigma recruit onto tidal flats near the heads of estuaries where salinity
ranges from 9 - 25 %0; whereas Paralichthys dentatus larvae settle more
downstream, in the low to middle reaches of estuaries where salinity ranges
from 24 - 35 %o. NOAA data, prepared to assist with the identification of
Essential Fish Habitat (EFH) in coastal waters of North and South
Carolina, Georgia, and the east coast of Florida, shows the waters near the
project area to be in the range of 0 — 0.5 %o for 3 months of the year, and in
the range of 0.5 — 5.0 %o for 9 months of the year. While these salinity
levels are below the ranges identified by Burke for both the southern and
the summer flounder, a doubling of the salinity would bring this area into a
range suitable for the southern flounder, whereas these anticipated salinity
levels would have to increase by a factor of five to become suitable for the
summer flounder that is subject to a FMP.
This project includes proposed development of the boat docking amenity
within waters of the State of North Carolina, including attachment to State
bottom beneath the waters. The project as proposed is in compliance with
the N. C. environmental Policy Act (N.C.G.S. 113A 1 -10).
Submerged Aquatic Vegetation:
In support of this application for a Permit modification to allow the
construction of a docking amenity along the Yeopim River shoreline, a
Submerged Aquatic Vegetation (SAV) survey was conducted by
S.A.M.P.S.O.N. and Company, Inc. in late October, early November of
2010. (See separate submittal for full description.) Four different species of
SAV were found during the survey of this area. Myriophyllum spicatum
(eurasian watermilfoil) accounted for 75% of the SAV detected; Najas
guadalupensis (southern naiad) accounted for I I% of the SAV detected;
Potamogeton perfoliatus (redhead grass) accounted for 11 % of the SAV
detected; and Valisneria americana (wild celery) accounted for 3% of the
SAV detected.
Species other than Myriophyllum spicatum, were detected exclusively
within approximately 10 meters of the shoreline, with the exception of
Najas guadalupensis, which was occasionally detected at greater distances
offshore. A total of 4,262 grids were sampled for SAV, and a presence was
detected in 902 of the sampled grids, representing a SAV presence in
approximately 21% of the entire Survey area. Concentration of SAV within
Page 5 of 14

r
the samples was noted and assigned a description that ranged from
"absent," to "very sparse," to "sparse," to "moderate," to "dense." The
average density for the overall SAV study area lay between a designation
-- J of "absent," and "very sparse." (Thirty -two percent above a designation of
"absent," and sixty -eight percent below a designation of "very sparse. ")
DEVELOPMENT: Existing:
As authorized by existing NC Coastal Area Management Act
(CAMA)/Dredge and Fill Permit, USACOE Nationwide Permit, NC
Division of Water Quality ( NCDWQ) Stormwater Permit, NC Division of
Land Resources (NCDLR) approved Erosion and Sedimentation Control
Plan, and pursuant to NC Ecosystem Enhancement Program (NCEEP)'s
acceptance of an in -lieu mitigation fee for impacts to Riparian and Non -
Riparian Wetlands, the following development has taken place within the
project area:
• Approximately 2,248 ft, of bulkhead has been constructed.
• Approximately 2,572 ft. of upland retaining wall has been
constructed.
• Approximately 150 sq. ft. (15 linear-ft) of Riprap has been placed.
• Approximately 420 ft. of gravel road has been constructed.
• Approximately 1,920 ft. of sub -grade and roadbed has been
completed, requiring only a gravel finish.
• Approximately 1,250 ft. of sub -grade has been completed, with
finalization of roadbed and gravel finish still required.
• A 100 ft. timber vehicular bridge has been constructed.
• Approximately 19,093 sq. ft. of wetland fill to facilitate road
crossings for access to property has been placed.
Proposed as Previouslv Authorized by both NCDCM and NCDWO:
• Boat Ramp, approach road, and walkways depicted on
S.A.M.P.S.O.N. and Company Drawing No. 17- 102710 -004,
Sheets 1 through 3, as approved by NCDCM Minor Modification to
Permit #153 -05, issued on 10/26/2011;
Proposed and Modified from Previously Authorized:
• Swimming Pool of 24 ft. x 40 ft. dimensions to now be surrounded
by concrete of external dimensions of 44 ft x 76 ft.; this places
1,671 sq ft of impervious surface within the 75 -ft. Estuarine
Shoreline AEC; this concrete surround was previously approved by
NCDWQ Stormwater Permit No. SW7080937, dated 12/16/08, but
was not reflected on the CAMA approved drawings.
• Pool House of 16 ft. x 24 ft. dimensions to be enlarged to 16 ft. x 62
ft. to include men and women restrooms; this change was
previously approved by NCDWQ Stormwater Permit No.
SW7080937, dated 12/16/08, but the CAMA approved drawings
addressed only the Pool House; this causes an additional 614 sq. ft.
Page 6 of 14

RECEIVED
►F�
12 20112
COASTAL MANAGEMENT
ELIZABETH CITY
of impervious surface to be located within the Estuarine Shoreline
AEC.
• Single Parking Area with 11 spaces to be re- oriented, and relocated,
to accommodate two parking areas with a total of 14 spaces; change
to parking areas was approved by NCDWQ Stormwater Permit No.
SW7080937, dated 12/16/08, but the CAMA approved drawings
addressed only a smaller sized single parking area; the northern of
the two areas causes 2,750 sq. ft. of impervious surface to be
located within the Estuarine Shoreline AEC.
• Clustered 18 Unit Residential Structures to be modified to Single
Family Residences (14 total) to conform to revisions submitted to
NCDWQ in support of a Low Density Subdivision for stonmwater
permitting purposes, as depicted on Hyman and Robey Drawing #
02973 -SW Mod 02, dated 09/24/08, Sheets: C, 2, 3, 4, 5, 6, 7, and
8, with Sheets 2, 3, and 4 reflecting Revision 1, dated 12/16/08.
These drawings were approved by NCDWQ on 12/22/2008
resulting in issuance of Stormwater Permit No. SW7080937, which
replaced Stormwater Permit No. SW7040819 issued on 01/18/2005.
• High Density Subdivision associated Stormwater controls,
including Detention Ponds A, B, C, and D, and roadside ditch
details to be replaced with Stormwater controls identified on above -
referenced Hyman and Robey Drawings numbered 02973 -SW Mod
02.
• Roadways (3,170 linear feet remaining of originally authorized
3,590 linear feet) to be completed to design and details identified on
above - referenced Hyman and Robey Drawings numbered 02073 -
SW Mod 02.
• Shoreline stabilization consisting of eight separate sections of riprap
breakwater totaling 3,407 feet in locations indicated on
S.A.M.P.S.O.N. and Company Drawing #17- 102710 -007, Sheet 1.
Clean riprap is proposed as the construction material to provide
energy dissipation of waves to reduce erosion rate on high energy
shorelines along the Albemarle Sound and Yeopim River. Drop -
down gaps below NWL every 100 feet, and segment separation and
overlap on the three longest sections of riprap to preclude any single
section of riprap exceeding 400 feet. These measures are to be
provided to ensure adequate water circulation and fish access.
Initial CAMA Permit had provided for 606 ft of riprap shoreline
protection. Drawing Sheets 5, 6, and 7, in support of NCDWQ
Stormwater Permit No. SW7080937, dated 09/24/08 provided for
3,215 ft of riprap protection immediately adjacent to the shoreline.
As much of the riprap breakwater as practicable will be placed from
offshore barges. It is anticipated that most of the riprap can be
placed from an excavator operating from a barge. Where this is not
practicable in the shallower areas, the shallowest areas for the
breakwater that correspond with locations where the breakwater
Page 7 of 14

I
meets existing, or to be constructed bulkheads, the riprap material
can be placed from uplands.
For the areas of the breakwater where construction cannot be
completed either from offshore barges or from uplands, it is
proposed to minimize negative environmental impacts by utilizing
either a low ground - pressure excavator capable of operating on the
water bottom and in wetlands with minimal bottom disturbance, or
a normal- tracked excavator capable of operating on hard water
bottoms without matting, and on soft water bottoms and in wetlands
with logging mats to keep the excavator from sinking into the
substrate.
Logging mats will not be placed if a low ground - pressure excavator,
whose design precludes the need for logging mats, is utilized. Logging
mats will be placed in all areas of water bottom where a normal-
tracked excavator is utilized and the hardness of the bottom is
insufficient to allow the operation of the equipment without sinking
into the substrate. Similarly, where a normal- tracked excavator is
utilized, logging mats will be placed within wetland areas that must
be traversed to gain access to the breakwater alignment.
The proposed breakwater alignments were selected to offer
protection to as much of the site's remaining wetland and offshore
cypress stands as practicable while restricting the alignment to the
lowest water depths, and keeping the alignments close to the
shoreline. While the average distance offshore of the breakwater
alignment is 33 feet, in one area the alignment extends offshore 115
feet. The greater distances offshore have been selected in an effort
to preserve the offshore cypress stands that are steadily diminishing
as wave action erodes the base of the root systems.
Proposed New as Part of Major Modification:
• Kayak Launch Platform; 16 ft. x 8 ft. at end of west boatramp
walkway.
• Covered Kayak Storage Building (approximately 240 sq. ft.) in
upland near Boatramp Road turn - around.
• Maintenance Shed of 600 sq. ft., along with 329 sq. ft. gravel
apron, located within uplands, and not within an AEC, as approved
by NCDWQ Stormwater Permit No. SW7080937, dated 12/16/08.
Water Access in Common Beach area near Swimming Pool (stairs
from bulkhead down to N W L).
Two Community Swimming Platforms in Common Beach areas
(maximum 400 sq. ft. each, less stairs). Mooring of vessels will not
be allowed at these platforms and this proscription will be
addressed by community covenants and/or deed restrictions.
Page 8 of 14

C)
i E
• One Community Fishing Platform (maximum 400 sq. ft.) in
Protected Area. Mooring of vessels will not be allowed at this
platform and this proscription will be addressed by community
covenants and/or deed restrictions.
• One Shared Private Swimming/Fishing Platform (maximum 400
sq. ft., plus stairs down to NWL) for access of Lots #1, and #2.
Mooring of vessels will not be allowed at this platform and this
proscription will be addressed by community covenants and/or
deed restrictions.
• Twelve Private Swimming/Fishing Platforms (maximum 400 sq.
ft., each, plus stairs down to NWL) on individual Lots, #3, #4, #5,
#6, #7, #8, #9, # 10, # 11, # 12, # 13, and # 14. Mooring of vessels
will not be allowed at this platform and this proscription will be
addressed by community covenants and/or deed restrictions. Size
of platforms (less stairs) will be restricted by community covenants
and/or deed restrictions to be no greater than 400 sq. ft., but
geometry of platform and location of platform along the individual
property owner's shoreline shall be determined by the individual
property owner, so long as the extent of the platform beyond the
shoreline does not exceed that indicated on these drawings.
• Four Private Water Access Boardwalks through Wetlands (timber
walkway, 6 ft. wide, 3 ft. above wetland substrate) providing
access for individual Lots, #1, #2, #3, #6, and #12.
• Community Water Access Boardwalk through Wetlands (timber
walkway, 8 ft. wide, 3 ft. above wetland substrate) providing
access to Community Fishing Platform. The 8 -ft. width is
considered essential for safety reasons, given the use of this
amenity by the entire community.
• Three sections of Upland Retaining Wall at the transition from
uplands to wetlands, totaling 1,323 linear feet.
• A short 65 -ft. length of Bulkhead to address accelerated erosion
along the northwestern shoreline, immediately south of the
termination of the existing retaining wall. This rapidly eroding
portion of the shoreline has adjoining uplands that are 5.5 to 6.0
feet above the water level, and rise in a steep escarpment.
Continuing erosion incisions result in significant loss of high
ground materials, which if not checked will result in the existing
retaining wall being flanked by the waters of the Yeopim River.
• Boat docking amenity, providing a total of ten (10) in -water boat
slips, or boat lifts, for boats up to 50 feet in length.
- Because of the anticipated use of this docking amenity by
multiple persons at the same time, and in anticipation of the
pier being used by motorized carts a minimum pier width
of eight (8) feet is needed for safety purposes.
- A pier, 8 ft. x 335 ft. is proposed to extend northwestward
from the end of the east boatramp walkway to a point 69 ft.
Page 9 of 14

j ----s i
landward of the Riparian Line, where the pier will turn
northward for another 148 ft., paralleling the Riparian Line.
- Where the pier turns northward, 1,395 sq. ft. of platform is
provided on the landward side of the pier, 322 sq. ft. being
uncovered, and 1,073 sq. ft. being covered.
- Immediately to the north of the covered platform, 10
boatslips are provided, with 5 slips and 3 finger piers to
either side of the pier.
- At this point the pier will broaden and extend another 24
feet to accommodate the safe turning around of motorized
carts.
- A total of 12 tie piles will be provided at the waterward
extreme of the boatslips, 6 tie piles near the pier -end of the
boatslips, and additional piles within each slip will be
provided as needed for structural support of boat lifts.
- The waterward extent of the tie piles will lie in a line that is
180 ft. waterward of the nearest shoreline, and 23 ft.
landward of the Riparian Line. The pier will be a pile -
supported structure, with the deck of the pier approximately
3' above NWL.
- Applicant requires the possibility of charging for the
mooring of vessels, which is the reasoning for also
indicating "commercial" use of these structures.
Individual Residential Lots:
Development activities on individual lots, other than water access
boardwalks will only take place after each lot is sold, or perhaps in advance
when developed as a model home. Maximum impervious surface on the
individual residential lots is defined in Attachment A of the Low Density
Development State Stormwater Management Permit SW7080937 as
follows:
LOT #
LOT SIZE SF
ALLOW IMP. AREA SF
1
38,406
4,922
2
28,351
1
'
landward of the Riparian Line, where the pier will turn
northward for another 148 ft., paralleling the Riparian Line.
- Where the pier turns northward, 1,395 sq. ft. of platform is
provided on the landward side of the pier, 322 sq. ft. being
uncovered, and 1,073 sq. ft. being covered.
- Immediately to the north of the covered platform, 10
boatslips are provided, with 5 slips and 3 finger piers to
either side of the pier.
- At this point the pier will broaden and extend another 24
feet to accommodate the safe turning around of motorized
carts.
- A total of 12 tie piles will be provided at the waterward
extreme of the boatslips, 6 tie piles near the pier -end of the
boatslips, and additional piles within each slip will be
provided as needed for structural support of boat lifts.
- The waterward extent of the tie piles will lie in a line that is
180 ft. waterward of the nearest shoreline, and 23 ft.
landward of the Riparian Line. The pier will be a pile -
supported structure, with the deck of the pier approximately
3' above NWL.
- Applicant requires the possibility of charging for the
mooring of vessels, which is the reasoning for also
indicating "commercial" use of these structures.
Individual Residential Lots:
Development activities on individual lots, other than water access
boardwalks will only take place after each lot is sold, or perhaps in advance
when developed as a model home. Maximum impervious surface on the
individual residential lots is defined in Attachment A of the Low Density
Development State Stormwater Management Permit SW7080937 as
follows:
LOT #
LOT SIZE SF
ALLOW IMP. AREA SF
1
38,406
4,922
2
28,351
3,952
3
18,999
4,023
4
16,833
5,050
5
36,342
7,639
6
35,146
6,829
7
22,936
6,881
8
18,567
5,570
9
15,000
4,500
10
15,000
4,500
11
13,769
4,131
12
33,397
6,094
13
35,933
7,777
14
48,483
14,108
TOTAL:
377,162
85 976
Page 10 of 14

t
f
This Modification request seeks no change to the above - indicated
impervious surface allowances for the individual lots. This Modification
request does not propose any specific upland, impervious surface
development within the confines of Areas of Environmental Concern on
these individual lots, other than what may occur, incidental to construction
of proposed utilities. Submitted drawings reflect typical footprints for
driveways and residences on the individual lots, but these footprints are
subject to change with sale of the lots. This permit modification does not
specifically seek approval for development within the indicated footprints.
UTILITIES Wastewater:
Wastewater treatment on residential lots, and in the common swimming
pool area is by use of septic systems. Natural flow, or lift stations, will
conduct liquid effluent from the septic tanks to the common leach field area
located within the area surrounded by the South Island Loop road.
Potable Water:
Potable water will be provided by individual wells for the residential lots
and separate well/wells for the common swimming pool and boating
amenities.
Power, Telephone, Cable:
Power, telephone and cable utilities will be buried within the designated
utility easement areas, and the road right -of -ways, and run within conduit
to the boat slips.
IMPACTS Overall project development (less construction of individual residences)
involves the construction of 1.62 acres of impervious surface, of which
0.46 acres will be within the 75 -ft. Estuarine Shoreline AEC, of which 0.03
acres will be within the 30 -ft. Public Trust Shoreline AEC. Of these
amounts of Impervious Surface, only 0.07 acres of impervious surface
represent a new impact not previously addressed by CAMA Permits, and
this is associated with the Pool Restrooms, and the North Parking Area.
These impervious surface area impacts are within the 75 -ft. Estuarine
Shoreline AEC, and do not extend into the 30 -ft. Public Trust Shoreline
AEC. While these impervious surface area impacts are new for review of
the CAMA Permit modification, these impacts were reflected on the
drawings in support of NCDWQ Stormwater Permit No. S`dV7080937,
dated 12/16/08. When representative single family dwelling footprints are
added, total impervious surface within the Coastal Shoreline AEC comes to
9.4 %.
Overall project development involves the fill of wetlands for the
construction of the roads and the boatramp, totaling 0.46 acres. Of this fill,
0.44 acres associated with the construction of the roads has already been
completed. The 0.02 acres associated with the boatramp, while previously
approved under a Minor Modification of the CAMA Permit, remains to be
Page I 1 of 14

completed. There is no wetland fill associated with proposed development
o under this major modification request.
Overall project development involves the shading of wetlands for the
construction of the main entrance timber bridge, the access piers associated
^ j with the boatramp, and the boardwalks for various points of water access,
! totaling 0.21 acres. Of this, 0.08 acres of shading are associated with
already permitted development of the bridge and boatramp, and the
remaining 0.13 acres of shading are associated with the new development
of water access boardwalks proposed under this major modification
request.
Overall project development involves the filling of waters for the previous,
permitted placement of a small amount of riprap at the end of a previously
constructed bulkhead alignment, the permitted, but yet to be constructed
boatramp, a newly proposed 46 -ft. section of bulkhead, and a modified, and
enlarged alignment of riprap breakwater, totaling 1.51 acres. Of this, 1.49
acres of fill are associated with the new bulkhead section and modified and
enlarged riprap breakwater alignment, with the bulkhead constituting only
.004 acres of the total fill. The bottom footprint for the riprap was estimated
utilizing an average water depth of -1.73 ft. NWL, an average slope of the
riprap of 1 -ft rise to 2.25 -ft run, 1 -ft high x 2.25 -ft wide aprons, a
breakwater top width of 2 -ft, and a 3127 -ft length of breakwater sections.
Actual placement of riprap for the breakwater will utilize the minimum
slope of 1 -ft rise to 3 -ft of run in the high- energy areas if depth allows a
bottom width of 30 feet to not be exceeded. In low- energy areas the
maximum slope of 1 -ft rise to 1.5 -ft of run will be utilized.
Overall project development involves the shading of 0.37 acres of waters.
Of this shading, 0.02 acres is associated with the previously permitted boat
ramp, and the remainder relates to the newly proposed development of this
major modification request, including the Kayak Launch Platform,
Residential and Community Water Access Boardwalks, Platforms, and
Stairs, and the Community Boat Docking Amenity.
A tablulated summary of the above - described impacts is provided as the
final page of this Project Narrative.
AVOIDANCE AND
MIMIMIZATION Applicant seeks to prevent erosion of the upland areas of this tract, while
preserving the wetland and shallow water habitat that exists juxtaposed to
the uplands. Applicant believes this can be achieved by the construction of
one additional short section of bulkhead where uplands are rapidly eroding,
the construction of upland retaining walls where uplands transition into
wetland areas, and the placement of offshore breakwaters to attenuate wave
energy prior to wave impact in the shallow waters that are fringed with
wetlands. Water circulation and access for fish is to be provided by placing
breakwater drop -downs on 100 -ft intervals, and overlaps in breakwater
Page 12 of 14

segments on 400 -ft intervals. The proposed alignment of the breakwater
sections has been located as close to the shoreline as possible, while still
providing protection for remaining'wetlands and the majority of cypress
stands. In some areas the alignment has been proposed immediately
offshore of dense concentrations of cypress knees.
Applicant seeks to provide a boat use and mooring amenity for this
community in an area protected from the long fetches of the Albemarle
Sound and the Yeopim River. This means locating the mooring amenity
along the Yeopim River shoreline towards the south, away from the
northern point of this tract. In that the extreme southern portion of this
Yeopim River shoreline has the most concentrated areas of SAV, a balance
has been struck by siting this amenity in the deeper waters about midway
along this shoreline, with the specific orientation and location being guided
by avoiding SAV presence to the maximum extent possible, based on the
SAV Study that was conducted in November 2010. '
Deed restrictions, and/or community covenants will be utilized to prohibit
boat mooring at the swimming and fishing platforms provided for
community and individual property owner use. This is intended to
minimize, or avoid damage to SAV beds and prop - scarring of the shallow
water bottom along shorelines fronting the individual lots.
To avoid potential future impacts to wetland areas, and to preserve the
value of these habitats for flora and fauna, the approximately 8.8 acres of
wetlands on the tract will all be listed as protected areas within the
community covenants. Development within these areas, other than that
which provides residential access to shorelines on individual lots, will be
restricted to that which provides benefits to a wider portion of the
community. At present, only community boardwalk access to waterfront
amenities is anticipated. This proposed development occupies only 9,076
sq ft of area, restricting shading impacts to only 2.4% of these wetland
areas.
Page 13 of 14
o
! ;
i
segments on 400 -ft intervals. The proposed alignment of the breakwater
sections has been located as close to the shoreline as possible, while still
providing protection for remaining'wetlands and the majority of cypress
stands. In some areas the alignment has been proposed immediately
offshore of dense concentrations of cypress knees.
Applicant seeks to provide a boat use and mooring amenity for this
community in an area protected from the long fetches of the Albemarle
Sound and the Yeopim River. This means locating the mooring amenity
along the Yeopim River shoreline towards the south, away from the
northern point of this tract. In that the extreme southern portion of this
Yeopim River shoreline has the most concentrated areas of SAV, a balance
has been struck by siting this amenity in the deeper waters about midway
along this shoreline, with the specific orientation and location being guided
by avoiding SAV presence to the maximum extent possible, based on the
SAV Study that was conducted in November 2010. '
Deed restrictions, and/or community covenants will be utilized to prohibit
boat mooring at the swimming and fishing platforms provided for
community and individual property owner use. This is intended to
minimize, or avoid damage to SAV beds and prop - scarring of the shallow
water bottom along shorelines fronting the individual lots.
To avoid potential future impacts to wetland areas, and to preserve the
value of these habitats for flora and fauna, the approximately 8.8 acres of
wetlands on the tract will all be listed as protected areas within the
community covenants. Development within these areas, other than that
which provides residential access to shorelines on individual lots, will be
restricted to that which provides benefits to a wider portion of the
community. At present, only community boardwalk access to waterfront
amenities is anticipated. This proposed development occupies only 9,076
sq ft of area, restricting shading impacts to only 2.4% of these wetland
areas.
Page 13 of 14

Page 14 of 14
rc. o 2012
- --- --i —�
REFUGE AT DRUMMONDS POINT — MAJOR MODIFICATION OF CAMA PERMIT
co"', '^
COMPILATION OF IMPACTS
[_tl_•r 1 ;�y
_ , _.•____.,,,�_•,..___._
OA
Imp.
Imp.
Shading
_
Imp
Sic In
Sic in
Fill in
Shading
Fill In
of
Drawing
Length Width OA Area Sir. (eq 76' AEC 30' AEC WL (eq
of WL
Waters
Waters
Development Activity
Reference
(ft)
(ft)
(sq ft)
ft)
(sq ft)
(sq ft)
ft)
(sq ft)
(sq ft)
(sq ft)
Existing Entrance Road
Sheet 3
420
18
7560
7560
417
0
0
0
0
0
Existing Timber Bridge
Sheet 3
100
20
2000
0
0
0
0
2000
0
0
Existing Weiland FBI for all Roads
Sheets 2-4
19164
0
0
0
19164
0
0
0
Existing North Island Crossing Sub-grade
Sheet 3
16183
16183
9725
812
0
0
0
0
Existing South Island Loop Sub-grade
Sheets 2, 3
30452
30452
3184
0
0
0
0
0
Existing Bulkhead
Sheets 2, 4
2248
0.75
1686
0
0
0
0
0
0
0
Existing Retaining Well
Sheets 2-4
2572
0.75
1929
0
0
0
0
0
0
0
Existing Riprep
Sheet 4
15
10
150
0
0
0
0
0
150
0
In Place as Authorized by Previous Permits (Totals)
79124
54195
13527
812
19164
2000
150
0
Previously Permitted Boatramp (DCM & DWQ)
Sheets 4, 5
2313
2313
1578
653
1004
0
868
0
Previously Permitted Boatramp Access Piers (2) (DCM & DWQ)
Sheets 4, 5
150
8
2400
0
0
0
0
1408
0
992
Previously Permitted Boatramp Road (DCM & DWQ)
Sheet 4
5551
5551
0
0
0
0
0
0
Previously Permitted South Parking Area (DCM & DWQ)
Streets $ 4
1909
1909
0
0
0
0
0
0
Previously Permitted Pool Pump House (DCM & DWQ)
Sheets 2, 4
24
16
384
384
384
0
0
0
0
0
Previously Permitted Pool (DCM & DWQ)
Sheets 2, 4
To be Completed as Authorized by Previous Permits (Totals)
12557
10157
1962
653
1004
1408
868
992
Previously Permitted Apron to Maintenance Stied (DWQ)
Sheets 2, 4
329
329
0
0
0
0
0
0
Previously Permitted Maintenance Sired (DWQ)
Sheets $ 4
30
20
600
600
0
0
0
0
0
0
Previously Permitted North Parking Area (DWQ)
Sheets 2, 4
2750
7150
2750
0
0
0
0
0
Previously Permitted Concrete Pool Surround (DWQ)
Sheets $ 4
60
44
1680
1680
1671
0
0
0
0
0
Previously Permitted Pool Restrooms (DWQ)
Streets $ 4
38
18
608
608
314
0
0
0
0
0
Previously Permitted Residential Footprints (DWQ)
Sheets 2-4
To be Completed as Authorized by Previous Permit (Totals)
5968
5968
4735
0
0
0
0
0
Proposed Kayak Launch Platform
Sheets 4, 5
18
8
128
0
0
0
0
0
0
128
Proposed Covered Kayak Storage
Sheets 4, 5
20
12
240
240
0
0
0
0
0
0
Proposed Water Access Lots 1 & 2
Sheets 2, 3
308
6
1848
0
0
0
0
1407
0
409
Proposed Water Access Lot 3
Sheets 2, 3
96
6
586
0
0
0
0
444
0
143
Proposed Water Access Lot 6
Sheet 2
236
8
1416
0
0
0
0
712
0
691
Proposed Water Access Lot 12
Street 4
63
6
378
0
0
0
0
364
0
0
Proposed Community Fishing Access Walkway
Sheet 4
615
4846
0
0
0
0
2915
0
219
Proposed Community Fishing Platform
Sheet 4
24
18.7
400
0
0
0
0
0
0
400
Proposed Community Swimming Platforms - With Stairs (2)
Sheets 2, 4
24
16
975
0
0
0
0
0
0
975
Proposed Stairs to Water at Community Swimming Area
Sheets 2, 4
20
8
118
0
0
0
0
0
0
118
Proposed Private SwfmmirglFishing Platforms - With Stairs (11)
Sheets 2-4
24
16
5357
0
0
0
0
0
0
5357
Proposed Retaining Well
Sheets 2-4
1323
0.75
992
0
0
0
0
0
0
0
0
Proper Bulkhead
Sheet 4
46
0.75
35
0
0
0
0
0
0
0
174
64729
0
Proposed Riprep Breakwater
Sheets 2.4
3127
20.7
64729
0
0
0
0
0
3864
Proposed Pier for Community Mooring Facility (10 Slips)
Sheet 4
483
8
3864
0
0
0
0
Proposed Cart Turning Area (End of Pier)
Sheet 4
33
24
665
0
0
0
0
0
0
665
Proposed Finger Piers (6)
Sheet 4
24
5
800
0
0
0
0
0
0
600
Proposed Uncovered Pier Platform
Sheet 4
19
35
322
0
0
0
0
0
0
0
0
322
1073
Proposed Covered Pier Platform
Sheet 4
30
35
1073
0
0
0
0
0
0
5842
64903
14964
Proposed Development Totals
Acres
88574
2.03
240
0.01
0
0.00
0.00
0.00
0.13
1.49
0.34
Project Totals
186223
70560
20024
1464
20168
9260
65921
15956
Acres
4.28
1.62
0.46
0.03
0.46
0.21
1.51
0.37
Page 14 of 14

Bid NF4
NPLICATION for
MaJor Development
(last revised 12127106)
RECEIVED
NOU l4 2012 `
COASTAL MANAGEMENT
ELIZABETH CITY
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Andron Properties, Inc.
Project Name (if applicable)
The Refuge at Drummonds Point
Applicant 1: First Name
Ronald
MI
J
Last Name
AndronovAtz
Applicant 2: First Name
MI
Last Name
!f additional applicants, please attach an additional page(s) with names listed.
Mailing Address
155 Pelican Court
PO Box
City
Edenton
State
NC
ZIP
27932
Country
USA
Phone No.
252 - 333 - 0764 ext.
FAX No.
_ _
Street Address (rf different from above)
City
State
ZIP
Email
2. Agent/Conftctor Information
Business Name
S.A.M.P.S.O.N. And Company, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Theodore
J
Sampson
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
state
125 Hunters Trail West
Elizabeth City
NC
ZIP
Phone No. 1
Phone No. 2
27909
252 -548-4292 ext.
252 -331 - 2447 ext.
FAX No.
Contractor #
866 793 4261
Street Address (d different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>

-RECEIVED
Form DCM MP -1 (Page 2 of 5) APPLICATION for
Major Development Permit
NOV 14 2012
3. Project Location COASTAL n1AIVAGEh ENT
County (can be multiple)
Street Address CITY
State Rd. #
Chowan
311 North Island Crossing
NA
Subdivision Name
City
State
Zip
The Refuge at Drummonds Point
Edenton
NC
27932-
Phone No.
Lot No. (a) (rf many, attach additional page with list)
- - a&
1-14, , 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Adjacent to Albemarle Sound and Yeopim 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
Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Was []No
work falls within.
Chowan County
4. Site Description
a. Total length of shoreline on the tract (R)
b. Size of entire tract (sq-ft.)
6,073 ft.
871,800 sq. R
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
See attached page for list,
NWL (normal water levee
(if many lot s(zes, please attach additional page with a list)
6 ft. ❑NHW or ®NWL
e. Vegetation on tract
Dominant canopy trees in the wetlands include bald cypress (Taxodium distichum), green ash (Fra)inus pennsylvanica), red
maple (Acer rubrum), and swamp blackgum (Nyssa sylvatica var. biflora). Lower wetland vegetation includes wax myrtle
(Myrica cerifera), loblolly -bay (Gordonia lasianthus), sedges (Carex spp), arrowhead (Sagittarea latifolia), arrow arum
(Peltandra virginics), royal fem (Osmunds regalia), lizards tail (Saururus cemuus), marsh pennywort (Hydrocotyle
umbellate), marsh coyote- thistle (Eryngium aquaticum), giant cane (Arundinada gigantea), and blue flag (Iris versicolor).
Sawgrass (Cladium jamaicense), and cat -tail (Typha angustifolia) are present in coastal wetland designated areas. Uplands
are dominated by a variety of naturally occurring, mowed grasses.
f. Man-made features and uses now on tract
Approximately 2,248 ft. of bulkhead; approximately 2,572 ft. of upland retaining wall; 420 ft. of completed gravel road; 1,920
ft. of completed road subgrade and roadbed; 1,250 ft. of completed road subgrade; a 100 ft. timber vehicular bridge;
previously authorized wetland fill (19,093 sq. ft.) to facilitate road crossings for access to NE portion of property; and 15
linear feet (150 sq. ft.) of dprap for shoreline stabilization. Site remains under development and is not utilized for other
purposes
g. Identify and describe the existing land uses pdiacen< to the proposed project site.
Residential
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
A -1
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
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 ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does R involve a ❑Yes ®No ❑NA
National Register listed or eligible property?

Form DCM MP -1 (Page 3 of 5)
r.!OV ; 4 ►i
cont�QAll)P11
nu��
m. (i) Are there wetlands on the site?
(11) Are there coastal wetlands on the site?
(iii) ff yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities
None
o. Describe existing drinking water supply source.
None
p. Describe existing stone water management or treatment systems.
None
APPLICATION for
Major Development Permit
®Yes []No
®Yes []No
Was []No
S. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑PubliclGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Residential community with shared common and protected areas, and developer and /or homeowner association operation
and maintenance of common and protected areas, and associated amenities of roads, nature trails, swimming pool,
maintenance buildings, water access sites, including swimming and fishing areas, boatramp, kayak launch, piers, platforms,
and boatslips.
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 construction equipment including dump trucks (1 -10), cement trucks (1 -5), Rough Terrain Telescoping Forklifts (1 -2),
front -end loaders (1 -2), excavators (1 -2), back -hoes (1 -2), and graders (1) will be used to construct roads and storrnwater
structures, and other upland amenities. In water and wetland construction activites will utilize heavy construction equipment,
including normal and/or low ground - pressure excavators (1 -2), barges (1-4), push boat (1), work boats (1-4), temporary
cofferdams, and pumps (1-4) for poured -in -place boatramp. Piles and sheet pile to be driven by excavator with assistance of
Vibratory hammer and/or water jet. Riprap to be placed by Excavator from barges where water depths allow, and by
excavators on hard -bottom in shallow water, and with use of mats or low ground - pressure excavators on soft bottom shallow -
water areas. Equipment to be stored on site, on uplands, during construction activities.
d. List all development activities you propose.
Ali development activities previously authorized by NC DENR and CRC Permit 153 -05, issued on 10/1342005, and by the
Minor Modification to this Permit issued on 06109/2106, as modified by drawings submitted to NCDWQ in support of a 14 Lot,
30 %, Low - Density subdivision, depicted in Hyman & Robey Drawings numbered 02973 -SW Mod 02, Sheets C, 2, 3, 4, 5, 6,
7 & 8, all dated 09!242008, with Revisions to Sheets 2, 3 & 4 dated 12/16/2008, which resulted in the issuance of
Stormwater Permit No. SW7080937 by NCDWQ on 12222008. In addition, all development activities previously authorized
by the Minor Modification to Permit 153-05 issued on 10262011, associated with a boatramp and supporting walkways. In
addition, all development associated with this Major Modification application related to additional shoreline erosion
protection, water access from individual lots and common areas, kayak launch platform, and the piers, finger -piers,
platforms, cart tum- around, and boatlifts associated with 10 boatslips.(See Project Narrative for a more detailed description)
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 1.92 ❑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?

Form DCM MP -1 (Page 4 of 5)
K! 0V
APPLICATION for
Major Development Permit
h. Describe location and type of existing and proposed dischir6 ffgto'iNgt " ®re,9fih- ,Btate.
Existing discharges are limited to storrnwater"sheetlow-ran; 7— xlsting, vegetated, topography contours; there are no
additional proposed discharges to waters of the State. Stormwater will be controlled during project construction in
accordance with NCDLR approved Erosion and Sedimentation Contra) Plan Chowa - 2005 -003, and at project completion in
accordance with Stormwater Permit No. SW7080937 issued by NCDWQ on 12828008.
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.
<Forrn continues on back>
6. Addidonallnfonnadon
In addition to this completed application form, (MP -1) the folkrw/ng items below, If appricable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applk able 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, dearly 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. Chedc or money order made payable to DENR.
L 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 SEELEY, MIKE; CLIFFWOOD HOLDINGS, LLC Phone No. 714 - 224 -3949
Address 1400 Moonstone, Brea, CA 92821
Name BROWN, MICHAEL L & JOANNE F. Phone No. 703- 350 -2510
Address 10105 Orland Stone Drive, Bristow, VA 20136 -2662
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract Include permit numbers, pernittee, and issuing dates.
CAMA PERMIT #153-05 (NEW), 10/13/2005 to Refuge at STORMWATER PERMIT # SW7040819, 01/18/2005 to Andron
Drummonds Point, do Ronald & Michele Andronowitz; Properties, Ina for Refuge at Drummonds Point High tensity
CAMA PERMIT #153-05 (MODIFICATION/MINOR), Project; STORMWATER PERMIT # SW7080937,
06/09/2006 to Refuge at Drummonds Point, do Ronald & 12/22/2008 to Andron Properties, Inc. for Refuge at
Michele Andronowitz, CAMA PERMIT #153 -05 Drummonds Point Low Density Project
(RENEWALITRANSFER), 03/02/2009 to Andron Properties,
Inc; CAMA PERMIT #153-05 (MODIFICATION/MINOR),
10/26/2011 to Andron Properties, Inc.
EROSION & SEDIMENTATION CONTROL PLAN #Chows- USACOE NATIONWIDE PERMIT 14, ACTION ID
2005-003, 09/14/2004 to Andron Properties, Inc.; NPDES #200510019,11/248004 to Ronald & Michele Andronowitz
PERMIT /CONSTRUCTION ACTWIES GENERAL PERMIT
#NCG010000, 09/148004 to Andron Properties, Inc.
h. Signed consultant or agent authorization forth, if applicable.
i. Welland 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 Ad.

Form DCM MP -1 (Page 5 of 5) APPLICATION for
Major Development Permit
17. Certfcation 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 November 6.2012 Print Name Ronald J. Andronowitz
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ODCM MP -5
®DCM MP -3 Upland Development
®DCM MP-4 Structures Information
­71. ,
5 C E I V ut�
CO NT
ELIZARE I ;QTY

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
NOV 7 4 2012
COAST�,L V- ANAGE":iENT
ELIZABETH CITY
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. EXCAVATION
®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
c. (i) Does the area to be excavated include coastal wedands/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
(ii) Describe the purpose of the excavation in these areas:
b. Type of material to be excavated.
d. High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
c. (i) Do you claim tide 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?
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
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
Breakwater
shoreline
Nom- )
stabilization
Length
NA
NA
NA
NA
NA
3,407 ft.
NA
Width
NA
NA
NA
NA
NA
15-30 ft.
NA
Avg. Existing
Depth
N A
NA
Final Project
Depth
NA
NA
1. EXCAVATION
®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
c. (i) Does the area to be excavated include coastal wedands/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
(ii) Describe the purpose of the excavation in these areas:
b. Type of material to be excavated.
d. High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
c. (i) Do you claim tide 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?
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
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?

i 1 ,
f" rill
I 1 i
3. SHORELINE STABILIZATION ! ❑ This section not applicable
(if development is a wood groin, use MP-4 — Structures) -- - -_
a. Type of shoreline stabilization: b. Len gtJ}; - 17
®Bulkhead ❑ Riprap ®Breakwater /Sill ❑Other.
c. Average distance waterward of NHW or NWL• approx. 33 ft
e. Type of stabilization material:
Clean rods or masonry material such as granite or broken
concrete; treated timber and lumber with galvanized tiebacks and
hardware.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 174 Riprap
Breakwater /Sill fi g Other
I. Source of fill material.
Quarry or recycled material supplier for breakwater, upland source
for bulkhead backfill.
d. Maximum distance waterward of NHW or NWL 115 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
Was ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
Information.
Average 3 ft; max approx. 20 ft; owner visual observation
h. Type of fill material.
Clean rock or masonry material, e.g., granite or broken concrete
for breakwater, dean upland sand/day mix.
4. OTHER FILL ACTIVITIES
®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fig material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetiands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Majority of fill associated with this Modification application will
consist only of dean stone or masonry material and will not
require erosion control while stockpiled In uplands; when
incidental ground disturbance may result during movement,
upland stockpile area will have sift fencing between stockpile
and wetiandsMraters; when fill has been placed per design, no
erosion control will be required; fill material will be of sufficient
size to resist movement by wave actions; backfill for bulkhead
will be contained by bulkhead lined with filter cloth; if stockpiled
on upland, it will be in location where sift fence contains runoff.
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
(0) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Riprap to be placed by Excavator from barges where water depths
allow. Depths increase quickly offshore of most of the indicated
breakwater alignment, which should allow much of the work to
be conducted from barges. Where depths are too shallow to
allow placement by Excavator from a barge, riprap will be
placed utilizing excavators operating on hard -bottom in shallow
water, or with use of mats or low ground - pressure excavators
on soft bottom shallow -water areas.
c. (i) Will navigational aids be required as a result of the project? d.
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
While not required, for rock structures, it is proposed to mark the
structures at 50 -foot intervals with yellow reflectors extending at
least three feet above normal water level.
(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.
Site is reached on constructed road & timber bridge. Excavators
for riprep to be low ground pressure types, or access water from
boatramp or cross wetlands on logging mats.

November 6, 2012
Date
The Refuge at Drummonds Point
Project Name
Andron Properties, Inc.
Applicant Name
Applicant Signature

i 117
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 section. of.ths JDjnL:
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.
14 residential lots; 7 Protectected Areas (consisting
14 single - family residential structures; 1 community
primarily of wetlands); and, 5 Common Areas (community
swimming pool with 14 associated parking spaces, and 1
recreation, swimming and boat launch areas).
pumphouse/restroom structure; 1 maintenance building; 1
common septic area; stormwater grassed swales, pre-
formed scour hole, and associated piping and check dams;
3,690 linear ft. of roadway, of which 520 ft. is already
constructed (including 100 ft. timber vehicular bridge); 1
covered kayak storage building; 1323 ft. of upland retaining
wall;.
Q Density (give the number of residential units and the units per
d. Size of area to be graded, filled, or disturbed including roads,
ate)•
ditches, eta
14 Residential units; 0.7 units per acre.
3.98 acres
e. If the proposed project will disturb more than one acre of land, the
f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing
activity begins.
Wood, fb re9 las, sheet metal marl, paver stone, asphalt,
(i) if applicable, has a sedimentation and erosion control plan been
concrete, compacted crushers run, gravel
submitted to the Division of Land Resources?
Was []No ONA
(ii) If yes, list the date submitted: 07/07/2004
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.
9.4 %, including residential lot development, using
representative single family dwelling footprint.
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.
17.96%
j. Describe proposed method of sewage disposal.
Septic tanks on individual lots, with common leach field
area.
h. Projects that require a CAMA Major Development Permit may also
require a Storrnwater 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: 12/182008
k. Have the facilities described in Item (i) received state or local
approval?
OYes ®No ❑NA
If yes, attach appropriate documentation.
Describe location and type of proposed discharges to waters of the M. Does the proposed project include an innovative stormwater

state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No direct discharge to waters of the State is proposed;
sheet flow of surface stormwater runoff will occur; sheet
flow of storm water from impervious surfaces will
traverse a minimum of thirty (30) feet of vegetated
buffer; grassed swales on the interior of South Island
Loop will direct stormwater to check dams and a pre-
formed scour hole in uplands.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Well
o. When was the lot(s) platted and recorded?
09/23/2005
October 15, 2012
Date
The Refuge at Drummonds Pointe
Project Name
Andron Properties, Inc.
Applicant Name
Applicant Signature
design?
❑Yes ®No ❑NA
If yes, attach apprpriate doctVeptatft 7, ;
r
n. (i) Will water be impounded? [3Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ❑No ❑NA

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
ECEIV17 I
I ' i
} i 1
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 FACIUMMARINA CHARACTERISTICS
a. (i) Is the docking facility /marina:
®Commercial ❑PublidGovemment OPrivate/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONO
c. (I) Dock(s) and /or pier(s)
d. (i) Are Finger Piers included? ®Yes ONO
(ii) Number I
If yes:
(iii) Length 483 ft.
(ii) Number 6
(iv) Width 8ft.
(iii) Length 25 ft.
(v) Floating ❑Yes ONO
(iv) Width 5 ft.
(v) Floating ❑Yes ONO
e. (i) Are Platforms included? ®Yes ONO
f. (i) Are Boatlifis included? ®Yes ONO
If yes:
If yes:
(ii) Number 2
(ii) Number 10
(iii) Length 24 ft.: 49 ft.
(iii) Length 24�t .
(iv) Width 33 ft.. 35 ft.
(iv) Width 13.5 ft,
(v) Floating ®Yes ONO
Note: Roofed areas are calculated from ddpline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
10
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
0
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 10
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
® Other, please describe:
Kayak Launch Platform (8 ft. x 16 ft.)
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water, dredging for basin and/or channel Sail and Power recreational boats, pontoon boats. mixed.
®Open water, no dredging required
❑Other, please describe:
k• Typical boat length: 25 ft. to 50 ft. I. (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 be pilings?
18

Z DOCKING FACIUMMARINA OPERATIONS [I 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.
None; responsibility of boat owner.
c. Describe the disposal of solid waste, fish offal and trash.
Through Solid Waste and Recycling Services provided through Chowan County; responsibility of boat owner.
d. How will overboard discharge of sewage from boats be controlled?
Responsibility of boat owner, sign to be posted prohibiting discharge of sewage.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One
(ii) Give the location and number of'Pumpout Available" signs proposed.
NA
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
None; responsibility of boat owner.
g. Where will residue from vessel maintenance be disposed oft
Through Solid Waste and Recycling Services provided through Chowan County; responsibility of boat owner.
h. Give the number of channel markers and "No Wake' signs proposed. None
1. Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live- aboard dockage?
Short-tern overnight dockage acceptable; no live- aboard dockage.
k. Describe design measures that promote boat basin flushing?
NA; open water.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ®No

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 wedands/marsh (CM, 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 819 so. R where SAV density averages closest to a category of "Absent" (12% above "Absent" toward the
category of "Very Sparse." See SAV Study.) ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within dose proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)' ^`_ j This section not applicable
a. (i) Is the boathouse structure(s): ; !
❑Commercial ❑PublictGovemment ❑Private/Community '
(ii) Number
(iii) Length
Div) Width
Note: Roofed areas are calculated from dripline dimensions. -'
4. GROIN (e.g., wood, sheetpile, etc. Ua rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ❑This section not applicable
a. Length 3,407 ft. (not associated with docking: see MP2 for b. Average distance from NHW, NWL, or wetlands
details on these shoreline Protective structures.
Approx. 33 ft.
c. Maximum distance beyond NHW, NWL or wetlands
115 ft.
6. MOORING PILINGS and BUOYS ®This section not applicable
a. is the structure(s):
❑Commercial ❑PublictGovemment ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)

a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Docking Facility: 23 ft.; shoreline protection: 0 ft. NA
Note. For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
2.328 ft.
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and tow they will be implemented.
While not required, for rock structures, it is proposed to
mark the structures at 50 -foot intervals with yellow
reflectors extending at least three feet above normal water
level.
d. Water depth at waterward end of structure at NLW or NWL
5 ft. at NWL
& OTHER El This section not applicable
a. Give complete description:
Steps, in vicinity of Swimming Pool area will be provided down from the bulkhead to the "beach" area. On each residential lot
(with the exception of Lots 1 and 2, which will share a single platform) a swimming /fishing platform, with steps down into the
water, will be optionally available to each Lot Owner, situated at the bulkhead, or at the offshore breakwater. Raised
boardwalks are proposed (minimum 3 R above wetland substrate), from uplands, across wetlands, and access piers
extending out to the platforms where needed to provide access to the swimming/fishing platforms at the breakwater. Two
community swimming platforms will be provided from the common areas along the Albemarle Sound. A single community
fishing platform will be provided along the Yeopim river shoreline. An 8 -ft wide boardwalk across 404 wetlands will provide
access to the community fishing platform, and will be raised a minimum of 3 feet above the wetland substrate. The
dimensions of all of the above described 16 platforms is 384 sq. ft., and stairs on 15 of these platforms would occupy
approximately 70 sq. ft. each.
October 15, 2012
Date
The Refuge at Drummonds Point
Project Name
Andron Properties, Inc.
Applicant Name //
1.•£.- - ^--u- "`"' _
Applicant Signature

REFUGE AT DRUMMONDS POINT
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Directions:
From Edenton, at intersection of US 17 and NC 32, proceed NE on US17
for 5.1 miles. Turn right onto NC 37, and proceed 0.8 miles. Turn left onto
Thick Neck Road and proceed 0.6 miles. Turn right onto Yeopim Road and
proceed 0.5 miles. Turn left onto Drummonds Point Road and proceed 3.9
miles. Turn left to remain on Drummonds Point Road and proceed 2.1 miles.
Turn left onto Osprey Drive and proceed 0.8 miles. At traffic circle turn right
onto North Island Crossing, the entrance to the project site.

GRAFMC SCALE
10 9 2r0 40 62 - -- -12D
( IN FEET j
1 Inch - 100 ft
6.0 MILES TO NEAREZT LAND
10 FT OVERLAP /OFFSET
PROPOSEDPRIVATE I
SW I MaMING/FISHI NG PLATFORI
(NO MOORING OF VESSELS)
SIZE DATA:
1. DEVELOPER:
ANDRON PROPERTES, MC.
RON ANDRONOIMTZ PRESIDENT
155 PELICAN COURT
EDENTON, NC 27932
2 SITE AREA: 870,902 SF (19.99 AC)
3. 404 WETLAND LINE FROM A WETLANDS DELINEATION MAP
PREPARED BY HYMAN AND ROBEY DATED 02 -19 -2004
4_ SITE IS LOCATED IN ROOD ZONE AE (EL 6) PER F,LR.M. MAP
NUMBER 37207BS400 J, EFFECTIVE DATE: PENDING
NOTE FLOOD ZONES ARE SCALED FROM FARX
FLOOD ZONES ARE SUBJECT To CHANGE BY FEMA.
5. NUMBER OF LOTS: 14
8. CURRENT EROSION & SEDIMENTA70N CONTROL PERMIT
#Chown- 2005 -003 IS NOT BEING MODIRED. ALL EROSION
CONTROL MEASURES ARE INSTALLED AND MAINTANED PER Ii1E
CURRENT PERMIT.
PER LOT IMPERVIOUS AREA TABLE (IN SQUARE FEET)
1 12305
4822
2 9879
3952
3 10057
4023
4 16833
5050
5 19097
7639
6 17072
6B29
7 18289
5881
8 15787
5570
LOTIBOUNDARY LINE
COMPLETED ROAD E
10 15000
4500
it 13769
4131
12 15234
6094
13 19442
7777
14 35269
14108
PROPOSED PRIVATE (SHARED)
S W IMMIN GIFT SHI NG PLATFORM
(NO MOORING OF VESSELS)
PROPOSED PRIVATE
SWIMMING/FISHING PLATFORM
(NO MOORING OF VESSELS
PRO POSE D PRI VATE
SWIMMING /FISHING PLATFORM
(NO MOORING OF VESSELS)
PROPOSEDPRIVATE '4
SWIM MING /F ISH ING PLATFORI
(NO MOORING OF VESSELS)
ALBEMARLE SOUND
PROPOSED RIPRAP BREAKWATER
PROPOSED RIPRAP BREAKWATER
PROPOSED PRIVATE
WIMMINGIFISHING PLATFORM
(NO MOORING OF VESSELS) YEOPL'.fRIVER
PROPOSED RIPRAP BREAKWATER
1'1, 0.6 MILES TO NEAREST LAND
n', •- _, _x°.04 t-� ,_
EXISTING BULKHEAD
use ®eere�m�s
PROPOSED BULKHE
:= PROPOSED IN -WATE
-------------- RIPRAP
�4'Ia
PROPOSED RIPRAP I
— •- - -• —• —• 39 CA MA PUS, TR. SI
- - - - 75' CAMA ESTUARINE
— WETLANDS LINE * * *
1111 1 1 �I I1 1I
PERMITTED PROPOE
DRAWN: TS
MM«EO
BOUNDARY of area or
ear ®mom ®®
CAMA WETLANDS
COMPLETEDGRAVE
DATE:
09/28/12
404 WETLANDS
EXISTING UPLAND RE
"'
_......4......_....__.
PROPOSED UPLAND
(to NCDOT specificatic
LOTIBOUNDARY LINE
COMPLETED ROAD E
- - —
BUILDING SETBACKA
—° — —
ROADBED and /orRA6
• ....................
PROPOSED DITCH /St
R
DRAINAGE FLOW DIF
CHECK DAM
-- - - - - - - - - - - -
PRE- PROJECT CONTI
DRAWN: TS
MM«EO
BOUNDARY of area or
ear ®mom ®®
to SCOUR HOLE
COMPLETEDGRAVE
DATE:
09/28/12
(to NCDOT specificatic
COMPLETED ROADB
"'
FINALIZE GRAVEL FT
17 - 102710
(to NCDOT specificatic
COMPLETED ROAD E
FINALIZE ROADBED f
(to NCDOT specificatic
5
f��y+,�g?S`+ a`,`,•c
PAVED BOATRAMP S
MOTORIZED CART TL
(Pile Supported)
FINGER PIERS (Pile E
ogft�ea ACCESS YE
(Pile Supported)
ccccecccccc COVEREDPLATFORI
ccccccccec`ccc c (Pile Supported)
UNCOVERED PLATFt
(Pile Supported)
KAYAK LAUNCH PLA'
(Pile Supported)
COMMUNITY FISHING
BOARDWALKACCES
(Pile Supported)
l I FISHING /SWIMMING I
(Pile Supported)
* Shoreline reflects survey points by Hyman and I
09/24/2008 drawings in support of Low Density t
* * Width of breakwater line not representative of br
which is dependent on water depth. See Sheet
height and width of breakwater.
** 404 Wetlands delineated in 1998 by Environmen
Inc., and confirmed by Henry Wicker of USACO
delineated in July 2003 by Carolina Silvics, Inc.,
William Wescott of USACOE. Surveyed, plattec
derived from a wetlands delineation map prepare
Robey dated 02 -19 -2004. Reviewed and signed
USACOE on June 15, 2004. Jurisdictional Dete
by Tracey Wheeler ofUSACOE on June 23, 20C
delineated by Carolina Silvics, Inc., and field -co
Jennings, NCDCM, on March 11, 2004,
1) Drawings derived from plats of Hyman and Robe,
2) Drawing is for permitting purposes only and not a
3) Copyright © 2012S.A.M.P.S,O.N. & Co., Inc. A
This material is the property of S.A M.P.S.O.N. &
protected by the copyright laws of the United Stall
countries. It may not be reproduced, distributed, c
fashion by any entity without the express written c
S.A.M.P.S.O.N. & Co., Inc. Written consent is her
And ron Properties. Written consent is herby gran
NC DENR, and USACOE for Permit processing p
70 REVISION
Move proposed bulkhead; alternate Breab
1 footprint; relocate tree islands; shift scour I `/Z Z /Z
location.
2 19 Gap in riprap alignments
3 Shift 10' Gap in northwest riprap alignment l2/
PE STAMP SAAMOM / ZVI
125 Hunt
Ellwbeth
PR07ECTTITLE: ANDRONPROPERTIE
SHORELINE PROTECTION & WP
DEVELOPMENT MODIFICP
DRA N* T=
REFUGE AT DRUMMONDS
SITE OVERVIEW
SCALE' DRAWING NO'
1 INCH = 100 FEET
DRAWN: TS
MM«EO
17-10:
JS
SHEE
DATE:
09/28/12
PR NO
17 - 102710

. �Ay�AAA4yy '� r SWIMMIt)tGIFIS HING PLATF�?RI�+1 SWIM INGIFISHIN�G PLATFORM sI II, iA IJA
JOINS SHEET 4 = ",
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4 ' ' 0.22 AC�2E ` ' SEE DETAIL SHEET 5 •`
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-
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EXISTING BULKHEAC
�• ®••� *�•�•
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PROPOSED IN -WATE
EXISTING RIPRAP
& 7avawmvavavmroa�avava9m9rva ®m ®mv� PROPOSED RIPRAP
— •• —• —•— — 39 CAMA PUB, TR,S
-- -- 75' CAMA ESTUARINE
WETLANDS LINE ** *
PERMITTED PROPOE
CAMA WETLANDS
404 WETLANDS
EXISTING UPLAND RE
PROPOSED UPLAND
LOT /BOUNDARY LINE
- - — BUILDING SETBACK/!
— ^^ ROADBED and /or RM
• • • • •• PROPOSED DITCH /S\
DRAINAGE FLOW DIF
CHECK DAM
----- -- --- --- - - - -- PRE - PROJECT CONT
BOUNDARY of area dr
to SCOUR HOLE
f~ • ''' �: • '' (to NCDOT specificat
(��r COMPLETED ROADB
E •' - ' • '' .. FINALIZE GRAVEL Fir
(to NCDOT specificatic
r — COMPLETED ROAD EE
* r rII s r • FINALIZE ROADBED t
{to NCDOT specificatic
'. PAVEDBOATRAMP E
MOTORIZED CART TL
(K� (Pile Supported)
p( X FINGER PIERS (Pile,'
tt XX )) ACCESS WALKWAYS
(Pile Supported)
[ C C C COVERED PLATFORI
(Pile Supported)
UNCOVERED PLATFt
(Pile Supported)
— — KAYAK LAUNCH PLA
(Pile Supported)
COMMUNITY FISHING
— "' BOARDWALKACCES
(Pile Supported)
FISHING /SWIMMING r
- - -- (Pile Supported)
REM AERIAL PHOTOS OF
{Google Earth Photos c
* Shoreline reflects survey points by Hyman and
09/24/2008 drawings in support of Low Density
* * Width ofbreakwater line not representative of t
which is dependent on water depth. See Sheet
height and width of breakwater.
* *" 404 Wetlands delineated in 1998 by Environmer
Ino., and confirmed by Henry Wickerof USACC
delineated in July 2003 by Carolina Silvics, Inc.
William Wescott ofUSAOOE. Surveyed, platter
derived from a wetlands delineation map prepar
Robey dated 02 -19 -2004. Reviewed and signed
USACOE on June 15, 2004. Jurisdictional Deft
by Tracey Wheeler of USAGE on June 23, 20
delineated by Carolina Silvics, Inc., and field -cc
Jennings, NCDCM, on March 11, 2004.
1) Drawings derived from plats of Hyman and Robe
2) Drawing is for permitting purposes only and not a
3) Copyright © 2012 S.A.M.P.S.O.N° & Co., Inc. A
This material is the property of S.A.M.P.S.O.N. &
protected bythe copyright laws ofthe United Stat
countries. It may not be reproduced, distributed, c
fashion by any entity without the express written c
S.A.M.P.S.O. N. & Co., Inc. Written consent is her
Andron Properties. Written consent is herby gran
NC DENR, and USACOEfor Permit processing p
NO REVISION
ove proposed bulkhead; alternate Breakw.
1 ootprint ;relocatetree islands; shiftscouncc !�X
— Cation
2 Satellite photos of offshore trees.
3 10' Gap in riprap alignments /z/,
PESTAW kl.tidYld.A.Q
125 Hunt
Elizabeth
'RA=TITLE: ANDRON PROPERTIE
SHORELINE PROTECTION & WP
DEVELOPMENT MODIFICP
JRAWINO TITLE:
REFUGE AT DRUMMONDS
SOUTH ISLAND LOOP Af
SCALE: 1 INCH= 40 FEET DRnvnxoxo.;
DRAWN:
TS 17 -10,
is I SHEE

EXISTING BULKHEAC
PROPOSED BULKHE
PROPOSED IN-WATE
EXISTING RIPRAP
PROPOSED RIPRAP
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INIIMIWAL VWA 1 CSC LC V CL {
(Pre - Hurricane Isabel)
30' CAMA PUBLIC TRUST SHORELINE AE °?� / d/
P v v v / / } { ! (Post- Hurricane Isabel)
\ RETAINING WALL
\ ALONG WETLAND
\ LIMITS @ +5.75' / / IV v v
—
/
\ \ ° °' / ° / till/ ( �• /
v, v ° P t v v v v v / 75' CAMA ESTUARINE SHORELINE AEC °
' r (Pre- Hurricane Isabel)
v` P v v a v n v I v v , v v v v v v ', ° / 75' CAMA ESTUARINE SHORELINE AEC
(Post - Hurricane Isabel)
V v v v v / \} y ! / t} ! / •/ / PROPOSED KAYAK
LAUNCH (128 sq ft)
a
♦ I / \1 `1/ ; \}I!/
, t
PERMITTED PROPOSED BOATRAMP ' 011/ jj }}
APPROACH RETAINING WALL I
I
RETAINING WALL
/ ALONG WETLAND
/
LIMITS @ +5.75' Al/
a P a v / 01 !r I '
/ PROPOSED COVERED ELEV, APPROX. +3.5'
' KAYAK STORAGE OR 3' ABOVE NWL \ J \
v v v v f 12FTx20FT i \
01!,
v A v , °
/ PROTECTEC,AREA
V v I
V v / / }
V v
b v v a v a v v v
PERMITTED
PROPOSED
BOATRAMP
PERMITTED PROPOSED
BOATRAMP ACCESS
WALKWAYS
v } RETAINING WALL / / v v v + ° v ° v v v `v v i, / PROPOSED
ALONG WETLAND / } 1 PIER ACCESS
v` P LIMITS @ +6.50' O P. ° v ' I a. v. A v I v . v vI v +v'
tt " OB ERVED �
° v } t} I ! / / v v ° v v ' v v v 'P ° ( v + a v (
NORMAL WATER LEVEL
} / 04/1`9/2011
'. '° O v v /+ v P }
\d//
RETAINING WALL
v,I P, v�Q�l ° P / ALIMI S @ +50�
NORMAL WATER LEVEL \
(Post- Hurricane Isabel) \
7 \
I
PROPOSED RIPR c IP-
i
d ( � BREAKWATER
v 7 0 20 40 80 e
I
SCALE: 1" = 20' \
20 ft
2 ft 1
5.8 ft 32.8 ft 15.4
16.4 ft 6.7 ft-
I I
I
I
+3' NWL Fill for Road B se
-3' NWL —T —_
6' NW Excavate Pe t & Organic Materia
Replace with Suitable Fill and CompLt
I
lilicrease • -• to Make
ptc of 66' Fad !us, Tangent to
19" Tu ••
14.8 ft
ioatramp Road Pavement 7.�` Concrete Slab
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DETAIL /
1/A Normal Water Level /
Slope Begin 16 /o Slope
Shoreline Surveyed
404 Wetland Line Post-Hurricane Isabel 14 Begin o (Removed AfterrConc Concrete
•�`• /o
Observed Shoreline Norma Water Level Boatramp Poured &Set)
At Normal Water Level Shoreline Surveyed
04/19/2011 Pre -Hu! rlcane Isabel Approximate
Normal Water Level
0 10 20 40 80 120 On Constructed Ramp
SCALE: 1" = 20'
PROPOSED RIPRAP I
30' CAMA PUB. TR, SI
75' CAMA ESTUARINE
WETLANDS LINE
PERMITTEDPROPOS
1/ / f
PERMITTEDPROPO,'
�./`'`it■■
CAMAWETLANDS
J I r
404 WETLANDS
EXISTING UPLAND R
PAVED BOATRAMP
COMPLETED ROADB
FINALIZE GRAVEL FII
' M 47
(to NCDOT specificatic
—
COMPLETED ROAD E
FINALIZE ROADBED i
—
(to NCDOT specificatic
ACCESS WALKWAYS
(Pile Supported)
KAYAK LAUNCH PLA
(Pile Supported)
■■■[ill
" Shoreline reflects survey
points by Hyman and Rc
i■■■
■■
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+3' NWL Fill for Road B se
-3' NWL —T —_
6' NW Excavate Pe t & Organic Materia
Replace with Suitable Fill and CompLt
I
lilicrease • -• to Make
ptc of 66' Fad !us, Tangent to
19" Tu ••
14.8 ft
ioatramp Road Pavement 7.�` Concrete Slab
,..o. o,....
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DETAIL
Qe 20/9
°A{)pso .
.'o' _ °P
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DETAIL /
1/A Normal Water Level /
Slope Begin 16 /o Slope
Shoreline Surveyed
404 Wetland Line Post-Hurricane Isabel 14 Begin o (Removed AfterrConc Concrete
•�`• /o
Observed Shoreline Norma Water Level Boatramp Poured &Set)
At Normal Water Level Shoreline Surveyed
04/19/2011 Pre -Hu! rlcane Isabel Approximate
Normal Water Level
0 10 20 40 80 120 On Constructed Ramp
SCALE: 1" = 20'
PROPOSED RIPRAP I
30' CAMA PUB. TR, SI
75' CAMA ESTUARINE
WETLANDS LINE
PERMITTEDPROPOS
1/ / f
PERMITTEDPROPO,'
CAMAWETLANDS
J I r
404 WETLANDS
EXISTING UPLAND R
PAVED BOATRAMP
COMPLETED ROADB
FINALIZE GRAVEL FII
' M 47
(to NCDOT specificatic
—
COMPLETED ROAD E
FINALIZE ROADBED i
—
(to NCDOT specificatic
ACCESS WALKWAYS
(Pile Supported)
KAYAK LAUNCH PLA
(Pile Supported)
" Shoreline reflects survey
points by Hyman and Rc
09/24/2008 drawings in support of Low Density S
GENERAL NOTES
1) Drawings derived from plats of Hyman and Robey
2) Drawing is for permitting purposes only and not cc
3) Copyright d 2012 S.A.M.P.S.O.N, & Co., Inc. Al
This material is the property of S.A.M,P.S,O.N. &
protected by the copyright laws of the United State
countries. It may not be reproduced, distributed, c
fashion by any entity without the express written c
S.A.M.P.S.O.N. & Co., Inc, Written consent is her,
Andron Properties. Written consent is herby grant
NC DENR, and USACOE for Permit processing pi
NO I REVISION
PE STAMP S.A.M.P.S,1
125 Hunt
Elizabeth
=ROJECTTTLLE. ANDRON PROPERTIE
SHORELINE PROTECTION & WP
DEVELOPMENT MODIFICA
DRAWING TrME.
REFUGE AT DRUMMONDS
BOATRAMP AREA PLAT AND
SCALE, AS INDICATED RA,WINGNO.:
DRAWN:
CAECMD: TS 17 - 10,
is SHEE
DATE,
09/28/12 _
PRO= No.:
17 - 102710

SCE' NTS or AS INDICATED xawuroxo.:
NTS N TS DRAWN:
TS 17 - 10:
is SHEE
DATE:
09/28/12
mzorECr xo, .
17 - 102710
'�1
6"
TOP OF DITCH BANK
CLASS B STONE
SECTION LINE WITH FILTER FABRIC
4.58 4.58
LAY F #5
A A W
WASHED STONE
75
TOP OF DITCH 4" THICK
=OLL WIDTH) M
MAINTAIN PER STORMWATER PERMIT B
St�avl
INS7ALL LEVEL AND
FLL'SH WITH NATURAL
4.58 4.58 GROUND
---DEPTH OF SCOUR HOLE
1
NATURA
A 2 �\1 GROUNDL A \
\ \�\
SQUARE PREFORMED 1.58 '—PERMANENT SOIL .
.7v 3 ' �� °• T
TOP WIDTH VARIES
(RIPRAP IN BASIN NOT (PSRM). PSRM SHALL BE
SHOWN FOR CLARITY) SEEDED WITH VEGETATION L
LINER: CLASS B RIPRAP MIN. 1' TUCf
4.58 4.58 AT INSTALLATION. W
WITH TYPE 2 FILTER FABRIC C
CLASS B STONE
6.5' P
DEPTH OF RIPRAP (1')
REMOVE SEDIMENT WHEN IT ACCUMULATES
LBASEEXISTING G
GROUND T
TO 1/2 THE HEIGHT OF THE DAM
WIDTH /
FILTER I
/ Nyl
4.5' �
/ /
ID SA ES S
24 _) �
VARIES 3 1 SL S
SUFFICIENT TO PREVENT EROSION i
i
I
GRADE POINT
PREFORMED SCOUR HOLE SS SE F
FO ED SCOUR H ' LA"v UT
TYPICAL DITCH Ox" C
CHECK A E L U
NTS N
i
DISTANCE- TO
INVERT \ /ARIES
1a''.!N. 3
3' MIN. WIDTH = 14' 3' MiN,
ABC STONE
ABC STONE
—`
MATCH EXIST. 1/4„ P MATCH EXIST.
i0 D / PER FOOT J" 1
1„ PER P
/,- /
COMPACTED SUBGRADE \\ j\ /
COMPACTED SUBGRADE
SURFACE: 6" ABC STONE
BASE: TO HAVE COMPACTION EQUAL TO AT LEAST 95% AASHTO T99
SURFACE: 6" ABC STONE
CENTERLINE ELEVATION TO BE ABOVE EXISTING GRADE AND GRADE TO DRAIN.
BASE: TO HAVE COMPACTION EQUAL TO AT LEAST 95% r, A,SHTO T99
CENTERLINE ELEVATION TO BE ABOVE EXISTING GRADE AND GRAS- TO DRAIN. N
CROSSING
SOUTH ILOOP &
& BOAT RA OAD
CROSS S- B C
CROSS SECTIO A - A
i
i
I
i
NTS N
NTS
s
APPROX.
.. .. .
1" x 8" SHEATHING
FT r
r
(-- ,----- 8,Oft —{ (
6 A
ALL PILES 10" BUTT----,,_4 A
ARMOR STONE -
-_
2" x 10" Girders
— ® _
_ ® N
NORMAL WATER LEVEL NORMAL WATER LEVEL T
T
� MIN SLOPE
ft
D
APPROX. 3 FEET
15 FT BACKFILL MATERIAL —
—
APRON FILTER CLOTH ~
I 5
5/8" GALVANIZED A
2" x 8" Joists ---� - 1
APPROX.
2" x 2" Uplift Ties M
1
1.5 - 3 FT —
1 Tie at each joist
2" x 10"
12 FT 1
TRANSVERSE C SECTION
1)Cross Sections for Road sNa dCoss6onsan
Seven 2" x 8" x 16's F
2) Drawing is forpermitting purposes only and notco
with Outboard Joists Sistered Deck Screws
NTS T
3) Copyright ©2012S.A.M.P.S.O.N. &Co., Ise. AI
MINIMUM 3 FT A
MAX 2 FT p
This material is the property of S.A. M. P.S.O. N. &
6" x 6" f
ABOVE NORMAL c
countries. it may not be reproduced,distributed,o
f ; I
/ W
(Sized for Wave Energy) DROP DOWN (APPROX. 5 FT LONG) A
Andron Properties. Written consent is herby grant,
NC DEN R, and USACOE for Permit processing pt
2" x 2" Uplift Ties D
DOUBLE ABOVE - GROUND, ;
; , ; ; t ; �
o Q o o B
NO R
REVISION
t 1
OR ABOVE -WATER BOTTOM 5
5/8" GA .': I ; ; SHEATHING N
N
and G
SHEATHING DISTANCE T
TIEBACK ROD —
—
Water & Wetland
Substrate 2" x 10" Girders l I I
PILES MINIMUM 3 FT ;
I i 1" x 8" SHEATHING ; ; ; ; ' ; 3
//
sTA S
S.A.MYAJ
Both Sides of Pile ;; "
"' (
;
E STONE
" B
FILTER CLOTH LENGTH VARIES
I I Piles: 10" Butt F
WHERE LENGTH > 400 FT
> ; with Washer a
STARTED WITH 10 FT GAP �
�1
' , ; ; Side and Nut (2 i
LONGITUDINAL C SECTIUIN A
Ali abets
°E°TTT E: ANDIRON PROPERTIE
NTS
U RETAINING N
SHORELINE PROTECTION & WA
DEVELOPMENT MODIFICA
DR4WINGTITZE:
R
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