20141100 Ver 1_CAMA Application_20141017

FIFWA
20 1 41 1 00
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 15, 2014
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
John E Skvarla, III
Secretary
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program �
Daniel Govoni, Assistant Major Permits Coordinator
Division of Coastal Management O C T 1'7'20'14
CAMA/DREDGE & FILL Permit Application Review
WSV LT, LLC & Old Nags Head Place No. 3, LLC
Major Modification to #118 -06
200 Mercedes Court (off Waterfront Drive in Waterside Villages),
Grandy, Currituck County
Maintenance dredge within an existing basin & canal;
Dredge a new access channel extending from mouth of canal.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 11/05/14 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252- 247 - 3330).
If you have any questions regarding the proposed project, please contact Ron Renaldi at (252)
264 -3901. When appropriate, in -depth comments with supporting data are requested
REPLY:
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached
This agency objects to the project for reasons described in the attached
comments.
DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone 252 - 264 -3901 1 FAX [phone], Internet www nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
MAJOR MODIFICATION TO MAJOR PERMIT #118 -06
1. APPLICANT'S NAME: WSV LT, LLC & Old Nags Head Place No. 3, LLC
(C /O Sumit Gupta)
2. LOCATION OF PROJECT SITE: The project site is addressed as 200 Mercedes
Court per Currituck County tax records It is accessed via Waterfront Drive which
extends in an eastward direction from Caratoke Hwy (US -158) within the Waterside
Villages of Currituck subdivision, Grandy, Currituck County, adjacent to the Currituck
Sound.
Photo Index —
2006: 189 -7097 (E -H 12) 2000:189-2304 (E -H 12) 1995 189 -1993 (F -H 10)
1989: 138 -25 (D -F 13) 1984: 127 -701 (J -N 19) 1978:137-442 (K -N 5)
State Plane Coordinates - X: 2924746 Y: 919030
Lat/Long: 36,234931'N -75 864088 °W Quadrangle: Jarvisburg, NC, U.L
3. INVESTIGATION TYPE- CAMA / Dredge & Fill
4 INVESTIGATIVE PROCEDURE: Dates of Site Visit— 3/19/2014, 6/5/2014; 7/22/2014
7/30/2014; 8/5/2014
Was Applicant Present - No
5. PROCESSING PROCEDURE. Application Received Complete — 10/7/2014
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification from LUP — Full Service Area & Conservation
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA) & Estuarine
Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Private /Community, Commercial
(E) Wastewater Treatment. Existing — Central Wastewater System
Planned — N/A
(F) Type of Structures- Existing — Pier, riprap, basin, docks, pavilion, condo
buildings, asphalt roadways, stormwater pond.
Planned — N/A
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7 HABITAT DESCRIPTION: [AREA, square feet (ft2)]
DREDGED FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's 1 ±5,350 ft2
(B) Estuarine Shoreline AEC ±9,200 ft2 spoil sites

WSV LT, LLC & Old Nags Head Place No 3, LLC
Field Investigation Report
Page 2
(D) Total Area Disturbed: ±14,500 ft2 (0.33 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open to Shellfishing: No
8 PROJECT SUMMARY- The applicant proposes to mechanically maintenance dredge
within an existing man -made basin and canal. In addition to the maintenance
dredging, the applicant proposes to mechanically dredge a new access channel
extending from the mouth of the canal into the open waters of the Currituck Sound.
Project Settinq
The site of the proposed development is located within a ±71.23 acre tract that comprises the
Waterside Villages of Currituck subdivision, Grandy, Currituck County, adjacent to the Currituck
Sound The project area is accessed via Waterfront Drive, which is located 3/ mile south of the
Walnut Island Boulevard (SR 1186) intersection. Waterfront Drive extends in an eastward
direction from Caratoke Hwy (US -158) to the site.
The property is flat and has ±61.23 acres of uplands and ±9.91 acres of wetlands. The wetland
areas adjacent to the Currituck Sound are Coastal Wetland salt marsh vegetated with Juncus
roemenanus, Spartina cynosuroides, Cladium jamaicense as well as Iva frutescens and Myrica
cenfera. Landward of the Coastal Wetlands are section 404 - wetlands vegetated with gum, live
oak, red bay and common reed. The upland area of the property is vegetated with indigenous
grasses, pine, red maple, gum and has sandy soils
Existing man -made features on site include residential single- family dwellings, two
condominiums, a paved road system, a clubhouse with a pool, a central sewage treatment
system, a 130'x12' pier with a 16'x40' platform on the Currituck Sound, a 350'x 40' wide canal
from the Currituck Sound to a 90'x150' boat basin that has a boat ramp, bulkhead, board walk
and three finger piers The water depths in the canal and basin range from ±1' to 8' below
normal water level (NWL). Other man -made features on the property include a moat that
surrounds a Section 404 Wetland area, there are three existing 6 -foot wide footbridges that
cross the moat to provide pedestrian access to the wetland area; and a small dock is located
on the moat
Along the Currituck Sound shoreline, there is an existing concrete bulkhead that has collapsed
and is functioning as a rubble /riprap type breakwater. Juncus roemerianus is established in
clumps along the shoreline and is mixed in with the concrete rubble. A portion of the concrete
bulkhead located south of the pier is still intact. Located south of the concrete bulkhead is a
shoreline beach area, approximately 130' long There are four jetties and relic bulkhead
material located waterward of NWL in this area.
Located south of the beach area, the shoreline has existing riprap for stabilization. Pockets of
erosion exist along the shoreline and Juncus roemenanus is established in small clumps in
these areas. A 62'x26' open -air pavilion building is located at the southeastern tip of the
shoreline in this area and a 1,000'x25' canal exists along the south side of the property that
connects to the Currituck Sound. Water depths within the canal range from ±1' to 4.5' below
NWL. The area south of the canal and adjacent to the Currituck Sound is a salt marsh
predominantly vegetated with Juncus roemenanus.

WSV LT, LLC & Old Nags Head Place No 3, LLC
Field Investigation Report
Page 3
Adjacent riparian property consists of a salt marsh area on the south side and a single - family
subdivision on the north side.
The waters of the Currituck Sound are classified as SC and are closed to shellfish taking.
Water depths within the Currituck Sound near the mouth of the canal on the north side of the
pier range from ±1.5' to 3' below NWL and gradually deepen to 4' below NWL The bottom
substrate within the project area is made up of fine sands, silts and detritus Submerged
Aquatic Vegetation (SAV) beds were observed within the basin, canal and open waters of the
Sound. SAV's identified include, but are not limited to, Ruppia maritime and Vallisneria
Americana.
CAMA Mayor Permit #118 -06 was issued for development on this site on June 30, 2006 to
VOC, LLC. The permit was then transferred to Waterside Villages, LLC on February 3, 2009. It
was again transferred to WSV LT, LLC & Old Nags Head Place No.3 LLC and renewed on
February 6, 2014 with a new expiration date of December 31, 2015.
Development previously authorized through Mayor Permit #118 -06 includes-
- Shoreline stabilization consisting of bulkhead construction /repairs and redressing riprap
- A gravel boat ramp accessway
- Condominium buildings with 404- wetland fill, associated roadways and parking areas
- A walking trail system with bridges and an observation platform
To date, authorized development through CAMA Mayor Permit #118 -06 has not occurred
Prior permit history on the site includes CAMA Mayor Permit #31 -86 issued to Currituck Shores
Leisure Resort on 2/18/1986 and subsequently modified to include the creation of the current
basin and the dredging of the existing canal to a depth of 4' below NWL
Development Proposal
In addition to the development authorized through Mayor Permit #118 -06, the applicant
proposes to mechanically dredge within the basin, canal and open waters of the Currituck
Sound.
Within the basin area, maintenance dredging will occur along the western, northern and
eastern sides. Dredging length is ±280' and dredging width ranges from 2' to 25' waterward of
the bulkhead. The average existing water depth within this area is ±1' below NWL and the
proposed dredging depth will be to a connective depth of 3' below NWL. SAV's are growing
densely along the basin bulkhead with the exception of the northwest corner where the area is
void of SAV's. A ±90'x40' dredge spoil area is proposed to be located on the western side of
the basin to accommodate ±125 cubic yards of spoil material. It will be located landward of the
CAMA 30' Buffer and silt fencing will be installed to prevent sedimentation.
Within the canal, maintenance dredging will occur within a ±75'x22' area at the mouth
Extending from the mouth in a northeasterly direction, a new ±100'x22' access channel is
proposed within the open waters of the Currituck Sound. This orientation was designed to have
least impacts on SAV beds. The proposed channel will have an average top width of 22' and an
average bottom width of 15' with a side slope of 3:1. Existing water depths within these areas

WSV LT, LLC & Old Nags Head Place No 3, LLC
Field Investigation Report
Page 4
average ±2' below NWL and the proposed dredging depth will be to a connective depth of 3'
below NWL Dense SAV's beds were observed growing at the mouth of the canal extending
east towards the pier, but become sparse to the northeast of the mouth. A second ±140'x40'
dredge spoil area is proposed to be located south of the canal mouth to accommodate ±175
cubic yards of spoil material from the canal and access channel. It will be located landward of
the CAMA 30' Buffer with silt fencing installed to prevent sedimentation.
Anticipated Impacts
• The proposed maintenance dredging within the basin and canal will result in the shallow
water bottom disturbance of ±3,150 ft2 within the PTA and EW AEC's. Approximately 230
cubic yards of fine sandy bottom material will be removed
• The proposed dredging within the open waters of the Curntuck Sound will result in the
shallow water bottom disturbance of 2,200 ft2 within the PTA and EW AEC's. Approximately
70 cubic yards of fine sandy bottom material will be removed.
• It is anticipated that the two separate spoil areas will be large enough to accommodate all
dredge spoils. The combined spoil areas will be ±9,200 ft2 in size and the estimated 300
cubic yards of spoils will fill the areas to a height of ±0.88'
• The proposed dredging will temporarily increase turbidity.
Submitted by: Ron Renaldi
Date: 10/10/2014

APPLICANT:
PROPERTY:
PROJECT PURPOSE
CAMA MAJOR NARRATIVE
WATERSIDE VILLAGES
GRANDY, NORTH CAROLINA
(MODIFICATION IS HIGHLIGHTED)
WSV LT, LLC & Old Nags Head Place No 3, LLC
OCT 7 2014
r
--- — - - - _ — --
A 75 62 -acre residential development, to Grandy, NC
148 residential lots and 10 condominium buildings with a total of 84 condominium units
The proposed activities in this CAMA Major Application will provide shoreline stabilization, maintenance dredging
for water access and proposed amenities for the residential subdivision and condominium complex as depicted on the
amended plat by Bissell Professional Group revised September 19, 2014 This plan is the culmination of Cumtuck
County zoning, requirements by NCDWQ Stormwater Section, and site design by the project surveyor and engineer
The development is proposed as a waterfront residential community and will encompass condominiums and single -
family home sites No commercial properties, activities, marina, commercial docks, or commercial facilities are
proposed or planned at this time
PROPOSED ACTIVITIES (Based on Plats by Bissell Professional Group)
Total Area Within 75 -Foot AEC: 252,433.59 SF
Total Proposed Impervious Surfaces Within 75 -Foot AEC: 43,259.01 SF (17.13% of AEC)
SHORELINE STABILIZATION
Construct a Total of 1,395 LF of wooden bulkhead
Total Includes Repair of 25 feet along south side of boat ramp
Repair of existing 312 LF
New 1,058 LF
Backfill 10,836 SF waterward of NWL (behind 1,058 -LF bulkhead)
Backfill 10,267 3 SF landward of NWL on uplands (behind 1,058 -LF bulkhead)
Redress 240 LF of rip -rap along southeastern shoreline, waterward limit of new rip -rap shown on plat
(1,709 SF of upland land disturbance associated with placement)
404 WETLAND FILL (Outside of AEC)
1 Proposed 3,129 48 SF of 404 wetland fill to accommodate building construction and parking
ROADS, PARKING, AND CURBS
Completely remove 1,168 8 SF asphalt within the 30 -foot buffer area
Completely remove 2,438 7 SF of asphalt between 30 -foot buffer and 75 -foot AEC line
Resurface or place concrete curb on top of 129 7 SF of Existing Asphalt within 30 -foot buffer
Resurface 2,003 8 SF of Existing Asphalt lying between 30 -foot buffer line and 75 -foot AEC line
9,387 SF asphalt road along south canal to remain within AEC (and incorporated into walkway)
Construct 21,680 4 SF of new roads /parking, and concrete curbing within 75 -foot AEC
Resulting in a total of 33,201 SF of asphalt roads, parking, and curbs within 75 -foot AEC
BUILDINGS (within 75 -Foot AEC)
1 Construct 4,201 11 SF of a condominium building (building that contains units 169 -176) within
75 -foot AEC
2 Existing 1,676 9 -SF picnic pavilion to remain within AEC

FOOTBRIDGES & WALKWAYS
OCT 7 2014 I
I
1 Construct 6 -foot x 50 -foot footbridge over pond
2 Construct 6 -foot x 50 -foot footbridge over canal - -
3 Construct 328 -SF elevated wooden uncovered observation deck over 404 wetlands
4 Construct a total of 857 5 x 6 -foot wide elevated wood walks over 404 wetlands-
5 Place 8 -LF x 3 -foot wide wood chips walkway within 30 -foot buffer
6 Place 834 17 LF x 4 -foot wide wood chip walking trail on the wetlands in the island for a foot path
7 Construct a total of 4,016 SF of concrete walks on highground within 75 -foot AEC
(concrete landward of 30 -foot buffer, wood chips waterward of 30 -foot buffer - see #5)
List of Concrete Walkways within 75 -Foot AEC
4 'x 18 5'
4' x 156'
4' x 26 5'
4' x 253 5'
4' x 24'
4' x 76'
4' x 39'
4' x 53 5'
4' x 27'
4' x 310'
4' x 20'
BOAT RAMP AREA
1 Existing 164 -SF concrete boat ramp to remain within AEC
2 Place 1,196 SF of Geoweb on highground to serve as boat ramp access drive
DOCKS/PIERS
I Repair three existing finger piers within basin (with exact footprint as currently exists)
MAINTENANCE�DREDGING -
2y Maintenance,dredgu g (mechanical'),to Tfeet =wrthm =thee `6 sm, resultm'g m + /- °125,cubic,yatds of- Tnaterial
to to placedjand'ward-6f stltifffiW
3�_ Ttieyalignment�) ias�beeri =modtfied7to�avotd }SAVs %, to�ttie maximuin�e�ctent possible
(Note, Requested modification is highlighted in the narrative and application.)
Environmental Professionals, Inc
J

IBM I
-F
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant) Landowner Information
Business Name
Project Name (if applicable)
Wsv Lt, Llc & Old Nags Head Place No 3, Llc
Waterside Villages
Environmental Professionals, Inc
Applicant 1 First Name
MI
Last Name
Agent/ Contractor 1 First Name
Sumit
Last Name
Gupta
George
Applicant 2 First Name
MI
Last Name
Agent/ Contractor 2 First Name
If additional applicants, please attach an additional pages) with names listed
Last Name
Mailing Address
PO Box
City
State
City
90
Kill Devil Hills
NC
ZIP
Country
Phone No
ZIP
FAX No
Phone No 1
27948
USA
252 -441 -9003
ext
252 - 489 -4565
Street Address (if different from above)
City
State
ZIP
1314 S Croatan Highway
Kill Devil Hills
NC
27949 -
Emad
sgupta @icrsaga com
City
2. Agent/Contractor Information
Business Name
Environmental Professionals, Inc
Agent/ Contractor 1 First Name
MI
Last Name
George
H
Wood
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
3368
Kill Devil Hills
NC
ZIP
Phone No 1
Phone No 2
27948
252 - 441 - 0239 ext 105
252 - 423 -1234 ext
FAX No
Contractor #
252 441 0721
Street Address (if different from above)
City
State
ZIP
1404 S Virginia DareTrail
Kill Devil Hills
NC
27948-
Email
obxwood @yahoo com
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. "Project Location v
„-
County (can be multiple)
Street Address
State Rd #
Currituck
200 Mercedes Court
US 158
Subdivision Name
City
State
Zip
Waterside Villages
Grandy
NC
27939-
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 441 - 9003 ext
(See Attached), I I ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Pasquotank
Dowdy Bay
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
Currituck Sound
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within
h
Currituck County
4. Site -Description
a
Total length of shoreline on the tract (ft )
b Size of entire tract (sq ft )
4,584 LF
3,294,007 2 sq ft
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
5179 44 to 6760 4 SF,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0 8 Feet ❑NHW or ®NWL
e
Vegetation on tract
Quercus virginiana, Mynca cenfera, Pinus taeda, Iva frutescens, Juncus roemenanus, Spartina cynosuroides, Nyssa biflora,
Liquidambar styraciflua, Acer rubrum
f
Man -made features and uses now on tract
Asphalt roads, pier, boat ramp, bulkhead, docks, wood shelter, pond, rip -rap, 2 10 -unit buildings
g
Identify and describe the existing land uses adjacent to the proposed project site
Residential (North)
Agricultural (South)
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Agricultural, Planned Adult Retirement Overlay
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
I
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 it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Mayor Development Permit
m (i) Are there wetlands on the site? ®Yes []No
(n) Are there coastal wetlands on the site? ®Yes ❑No
(iii) if yes to either (Q or (u) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Central Wastewater System
o Describe existing drinking water supply source
Municipal supply - Currituck County mainland water system
p Describe existing storm water management or treatment systems
Stormwater will be managed as described in State Stormwater Management Permit No SW 7040511 (attached)
5. Activities and Impacts
a
Will the project be for commercial, public, or private use?
®Commercial ®Public/Government
®Private /Community
b
Give a brief description of purpose, use, and daily operations of the project when complete
Residential planned community with boating access
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
Roadway construction equipment will be stored on high ground, excavation equipment will be stored on high ground and /or
barge, general construction equipment for budding construction
d
List all development activities you propose
See attached project 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?
9,200 ®Sq Ft or ❑Acres
g
Will the proposed project encroach on any public easement, public accessway or other area
®Yes ❑No ❑NA
that the public has established use of?
h
Describe location and type of existing and proposed discharges to waters of the state
One existing groundwater discharge to basis
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
I
Is there any mitigation proposed?
❑Yes ®No ❑NA
If yes, attach a mitigation proposal
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. , Additional, Information
In addltioff to this completed application form, (MP, -1) the following items below, if applicable, must be submitted in order, for the application
package to be complete Items (a) - (f) are always applicable to any mayor development application Please consult the application ,
instruction book/eton how to properly prepare the required items below `
a A project narrative
b An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e The appropriate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management
Name Soundside Estates /Attn Ms Norma Barco (North) Phone No
Address-Open Area Soundside Estates -P O Box 456- Grandy, NC 27939
Name E Ashby Baum (Trustee) Phone No 252 - 261 -6468
Address 2021 Creek Road -Kitty Hawk, NC 27949
Name, Phone No
Address ,
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
(See Attached) CA.,A Ma�vf pf_revu 4-31-196 i Svc- (o/
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A1-10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. - Certification and Permission to Enter_ on Land ' -
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating Information related to this permit application and follow -up
monitoring of the project
I further certify that the Information provided In this application Is truthful to the best of my knowledge
Date March 20, 2014 Print Name George N Wood
Signature
Please Indicate application attachments pertaining to your proposed project
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
a �
APR 21 2014
�nd Cu verts_
252 -808 -2808 -: 1- 888- 4RCOAST .. www.ncc oastalmanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
I OCT 7 2014
I f
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet.
1.
Access
❑This section not applicable
a
Amount of material to be excavated from below NHW or NWL in
b
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
c
NWL )
d
High- ground excavation in cubic yards
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
stabilization
Length
100 LF
75 LF
100 avg
number of square feet affected
Width
20 LF
20 LF
15 avg
OWL ❑None
Avg. Existing
+/-2
+/-2
+/- 1
NA
NA
Depth
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a
Location of disposal area
b
Dimensions of disposal area
Final Project
-3
-3
-3
c
NA
NA
(i) Will a disposal area be available for future maintenance?
Depth
®Yes ❑No ❑NA
®Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
(n) If yes, where?
1.
- EXCAVATION
❑This section not applicable
a
Amount of material to be excavated from below NHW or NWL in
b
Type of material to be excavated
cubic yards
Sand & Silt
+/- 175 c yds channel +/- 125 c yds basin
c
(Q Does the area to be excavated include coastal wetlands /marsh
d
High- ground excavation in cubic yards
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
0
or other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected
❑CW ®SAV 500 ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
Maintenance of existing boating access
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a
Location of disposal area
b
Dimensions of disposal area
Adjacent to basin and channel
140 LF x 40 LF (channel) 90 LF x 40 LF (basin)
c
(Q Do you claim title to disposal area?
d
(i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
®Yes ❑No ❑NA
(n) If no, attach a letter granting permission from the owner
(n) If yes, where?
same location
e
(i) Does the disposal area include any coastal wetlands /marsh
f
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(n) If yes, how much water area is affected?
number of square feet affected
❑CW ❑SAV ❑SB
N/A
OWL ®None
(n) Describe the purpose of disposal in these areas
Outside of 30' buffer but within reach of excavator
252 - 808 -2806 0. 1- 388- 4RCOAST revisers: 12126/06

Form, DCM WdP °2 (Excavation and Fill, Page 2 of 2)
3: SH0RELINE,STA1§1VzATION 'Z this section not applicable
`(lf development rs a wood grorn, use'MP -4 = Structures) _
a Type of shoreline stabilization
❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
C Average distance waterward of NHW or NWL
e Type of stabilization material
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater /Sill Other
I Source of fill material
b Length
Width
d Maximum distance waterward of NHW or NWL
f
(i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(n) If yes, state amount of erosion and source of erosion amount
information '
j
h Type of fill material E
OCT 7 2014 I
I i
i
I. -OTHER -FILL ACTIVITIES - ED This section -not applicable
(Excluding Shoreline Stabrhzation)
I (i)- Will fill material be brought to the site? ❑Yes ❑No DNA b 0) Will fill material be placed in coastal wetlands /marsh (CW),
If yes,
(u) Amount of material to be placed in the water
(m) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ❑None
(u) Describe the purpose of the fill in these areas
5.'-,,GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , draglme,
controlled? backhoe, or hydraulic dredge)?
Silt fence around spoil area Excavator
c (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
N/A
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No DNA
(n) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
N/A
October 3; 2014 George H .Wood, CEP, PWS
AppA6aame '
Waterside Villages
_ Appligh nt Signature
Project Name
252 -808 -2808 :: 1- ass- 4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

4_
- f
Submerged Aquatic Vegetation Survey
`for
WSVLT, LLC & Old Nags Head Place No. 3, LLC
Overview
EUN 2014
WSVLT, LLC and Old Nags Head Place No 3, LLC applied for a modification to Coastal Area
Management Act Major Development Permit #118 -06 on March 20, 2014 to undertake maintenance
dredging activities within the Cumtuck Sound A request for modification of the permit resulted in the
requirement by the North Carolina Division of Coastal Management (NCDCM) to conduct a Submerged
Aquatic Vegetation (SAV) survey to determine the extent and distribution of SAV within the proposed
maintenance area.
Submerged Aquatic Vegetation Survey
A submerged aquatic vegetation survey was conducted on June 2, 2014 to comply with the North Carolina
Division of Manne Fishenes' (DAF) policy regarding sampling limitation for accurate surveys to be
conducted after June 1 for low saline environments. The SAV survey was conducted by a qualified, marine
biologist following aerial interpretation of potential sites for SAV location and with respect to areas that
may exhibit a suitable environment for successful survival Transects were established and sampled to
provide a composite location map (see attached)
The areas proposed for excavation were sampled utilizing a rake to retrieve SAV for identification and
assessment of density These samples were collected,while wading, and identification was accomplished
on site utilizing Field Guide to the Submerged Aquatic Vegegation of Chesapeake Bay by M Hurley —
Annapolis, MD U S Fish and Wildlife Service, Chesapeake Bay Estuary Program, 1990
Areas of SAV were found within the alignment of the proposed excavation and are depicted on the attached
plat
Area A, which is west of the channel alignment, exhibited moderate density of Valhsneria americana
(American eelgrass) at a +/- 25% coverage with sparse inclusions of Ruppia marinma ( widgeongrass) at 4/-
5% coverage
Area B is within the channel alignment and exhibited moderate populations ( +/- 15% coverage) of Ruppra
marttrma ( widgeongrass) with some denser areas of Ceratophyllum demersum (coontail) at +/- 20
coverage.
Area C is within the canal and exhibited populations of Ceratophyllum demersum (coontail) at a 10%
coverage with inclusions of Ruppia mariama (widgeongrass) with 10% coverage and less than 10%
coverage of Vallisneria americuna (American eelgrass)
Area D, which is inside the boat basin, exhibited dense populations (50% total) of Vallisneria Americana
(American eelgrass) and Ruppia maritima ( widgeongrass) with inclusion of +/- 5% Ceratophyllum
demersum (coontail)
Areas Kvoid of SAVs
G&- e ood, CEP, WS Date
3 h„

06
wa
W
Ilk

MAJOR PERMIT FEE MATRIX
Applicant: WSV LT, LLC & Old Nags Head Place No. 3, LLC
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 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
®
Mayor Modification to a
$250
100%($250)
0%($0)
CAMA Mayor permit
Check 95149 Rec'd 06/10/14
III For development that
involves the filling and /or
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-
E]
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
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

taig a
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NOW OR FORMERLY
SOUNDSIDE ESTATES
PHASE TWO
P.C. D SL 181 -183
0
Z
PROPERTY
LINE
404 WETLANDS DELINEATION
APPROVED BY
WILLIAM WESCOT, REGULATORY SPECI,3A lST �e
ON FEBRUARY 10, 2004
S
U
PROPOSED 4' CON, WALK
43 LF ELEVATED C`a ,' P�© •,,t 208 S.F WITHIN AEC I .ee' 8'
WOODEN WALKW� �g °r ,N HOLD NAGS HEAD /I/pt ,
PLACE NO. 3 LLC o-'
DEED BOOK 744, A. '
PG. 946
75' AEC BOUNDARY P.C. H SL. 288 6'X 621,5 LF
PROPERTY LINE 1954 SF P Ing ELEVATED .`
and cUNC w n EG WOODEN
aDARDwauc AL
pp© � ,N yeL PROPOSED 4' CON yyALK
PR 303�s. P.TH NC 4EC K ` AEC
I EXISTING BULKHEAD-.. S,OOt sd, 1MTHICN'�
PROPOSED r '' APPROXfMAT€ COASTAL WETLAND ALIGNMENT
R AIR E TING - • «+.
EXCAVAIM AREA ` eea S DRAWN FROM AERIAL PHOTOGRAPHY
4' WOODEN ,a
AROI�t BOAT @�!t 3 � PIERS 4 •
'TOIL AM 601iG� 6".., �-&W* MOL ( REPAIRED) WALKWAY � j � ®® � L
t lA1E; fz CU• .* _._ 1 seat
hT0 BE R _., _..�
REPAIR EXISTIf6t 1 '^ EXISTING BULKHEAD s seat
312 LF BULKHEAD f :.:% ��% �. ' :.i t " '� '0
DREDGE SPt1If. AREA 4' IQ �EXISTlNO 4.5 "PVC - -7 0, , ♦ e$ °'' Ja, k`
WOODEN .�' P}P€"INV =1.7 N, ti l ae Cq �
PROPOSE WALKWAY/ - - -~ ' I 1
(SM MAIL)
r S
REPAIR EXISTING -EXISTING 1 1 ; . �` •`
25 LF BULKHEAD BOAT BE 3068 ILF,
PROPOSED RAMP PR POS ,D BULRRSAD y t : "'° ° • • -
1196 SF GEOWE
BOAT RAMP
ACCESS NEW CAMA BUFFER TIES HAtit N�° 12 ' ; i /� r r`/ ., _ `` \ '� All \ \\
ti
INTO ORIGINAL CAMA pUFFFdt 1 OVE"°"'� -�
REI • r' r, _
..... ,... - r 4.00
r
'`' -� WATER DEPTHS ARE BASED ON
MEAN WATER LEVEL OF 1.0'
(NAVD29) AS STAKE IN THE FIELD
BY CAMA AN LOCATED ON
��'" rA s°ri,:' Vii/ f / /r ' .'•.
09 -18 -2014.
PROPOSED
7" �r r t _ ..._3.00 - -. t 1EiIGAaA 1 AREA
fil-
VULURW fu ill
,� 5 AEC ` Mg!, \ �r f�` •• 1 / (SEE 'M�ICAI. SECIM) 1
PROPOSED 4 CONC. WALK , . N I' % ♦ + 11
1N� 936 s:f. THIN AEC .�.'
• MAN --MADE
1 o EXISTING POND ,�, REVISED FIRDPOSED BULKHEAD
� EXISTING 6' 40' "`.,° ,� 1V u/
FOOTBRIDGE 2 I �.:f �� '/ f PRCVIL� S PROPOSED BULKHEAD
,
�. .� • 0.1 ! w,,, EM TING PAVED . y! � �' { /, r' , . 1 EXISTING
.}y a, ••` ROADWAY TO BE ,,•k `
yT, F° �° /� • `� R; OVED I." r.! �' ! WATER
•,t46 ;Y',i . ,' •`f DEPTHS
g,71 'iN / sty ® A, : , .. � � ZI3•
AO
• r' x 'l : r.1 t
C I !r
SILT FF.tiCE I = . , % I "``COASTAL WETLAND FRINGX
` ea`' ``'•'� (EE DETAIL) t °f I AND NWL INTERSPERSED EN RIP RAP
EXISTING 6' X 60' 1 i
•,` i` FOOTBRIDGE #1 &' X tx`
.�`• -�1 • <'� ••� SPA jy� EX. CONCRETE PA
WSV LT. LC
,.•- `' "`',,.»- '� ® DEW BOOK 1257, L PG. 297 ,` '� ••,, _ c.�R�
( PROPERTY EXISTING CONC.
LINE '•` •� s �,� WHARF REMNANT
<' STORMWATER ••� ! It FILL AREA BEHIND BULKH
DFEAD
DETENTION POND I 404 WETLANDS pROPOyEp wALKIN� II EXISTING N.W.L.)
,� 70,839 SQ.FT. �` TRAM WOOD MOTIFS -
t
G 1
4 ,
••® 834.57 IL EL LONG
f FILL AREA BEHIND BULKHEAD
a< +•® �s �� (10165 SF LANDWARD OF
� EXISTING 6' X40' • �'• ®`+ E( EXISTING N.W.C)
FOOTBRIDGE #3 aya •�/ i
dL
1
R'°'~•.....+•• <. o••' .,•` •,�. ! , �' +{ START OF COASTAL
.� WETLAND FRINGE CURRITUCK (SOUND
' EXISTING WOOD GROINS
Ak
----- .. _ ... _ - A.
�. PROPOSED 6' X 50'. A s
FOOTBRIDGE #1 •�• E NONE REMAINS
ALIGNMENT
Ri51LFIILi J� 4 ' LA 1C
iE"169.11G 'ep G 7AJ �p t gyp' ®•...®.... ��..�Eir . _,. ,....,,..�... .e... ' „.�T • ®• � ..G��
R 960a . 1TN15NAt LX PRQ56Ss f WITHIN AEC PROPOSED 4 �pNC �yALK �. a y
122 s f. WtTIiIN AEC c EXISTING WOOD GROINS
�� "�.► PR%gSED 4' CIpN AiALK 1
s.f. W1TNiN e'v
EXISTING YED 9OA4 S - 4 tl ,1 '3S
,vciii t'vis v;•ri t D REMAN
a
.,yritd<r�rf�i.::?,✓ Ef :iir�,u,::,r�.�r...+iii's %r %on jvv�is!!!s f.:murrrrrvrivy , r: _ .!' END T068 L.F.
S r
-<. � ",: /amiss %i ✓ d
PROPOSED 4' C
ED f>rI WALK .. , r
.,� r r
�• .. , /.. n. -rt REVISED PROPOSED BULKHEAD
1 74 B.f. WITHIN AEC s.4" r...._, ... .... ., �. 1!_.:, a,a iy%: ,�.r "".
BULKHEAD
�i i��.µ -' 8 LF WOOD CHIP `f t V" >'7, q PROPOSED TIE NEW BULKHEAD
� EXISTING PAYED ROADWAY ��%- •y F' `�'.,
t'.._.✓" TO REMAIN �.r ! s '' WALKWAY , �` •xy L' d' •� NTO EXISTING RfP RAP
1 ��J;;� • �n+m t .s,'�''°'+ ,r''/, ' ,e,m,,...,.�.......... ... ... ... -.. �e,en.e -...�s .: k�y� <•� f .'�ttF..:.. �.'
ti::;.:",%'�l, i /.n°rr„ � i.f!,� �i i / /.�, . / �< �•''•► _3.20• -. »3.i0' -ro �� - 2.7D'.,� It♦;`•.a , r� .. �iy ,� ' �'+. , %' ',',,, � i •,. • �S
♦���. � /i /;.,�,_•.." °' .�'taW�"', 40•..•c ...r.�......,..,.»....�®.... �•.e.....- ....�...... <.�.. "'�i0' ` "f•U � %n`� '°"°''' � i', >' 'P�m ,yam COASTAL YYETLANDFRINGE
¢.� '':� fr. •• �Z , , ...,.... • "'"'+� `° "+,,.� �/ "' " s; . ® vC INTERSPERSED IN RIP RAP
...+" •' • PROPOSED 6' X 50' ®►* :,;,�' as ii/ j '
-t.-e = "asp ® >j WATERVrARD LIMIT
. ' ` FOOTBRIDGE 2 �• , r
EXISTING m 10 •' �'� , ? OF REDRESSING
CANAL, ,,..•" . : ,
.., .. -..... •� • • �°'� , . P® ... � •+ was PROPOSED 11 9J. WITHIN AEC K �8 /S' ` • OF RIPRAP
sm.m°r' 30 AMA BUFFER � r EXISTING tijQ. �9 t.
`�'`•+... °�C.ANAL'I {'tj r B EXISTING RIPRAP
°° � � � AYc a;''• .x � V tea° ' , �•'`,•w., , ,1... ,4���•, � �+. �f,� r � O�kC ,q0 '; TO BE REDRESSED
♦ e4c ' ''0�,, `330' r
A CAMA JURISDICTIONAL CANAL ENDS ° #� ' ® ' `� • °tl�ao ••�•
AT THIS PUNT AS D 0 328 FT. ,ELEVATED {�
BY DCM IN MAW. � � � � t °�° WOODEN- 6B$ERVATTON DECK AL�4a, •�°``•, `�s 1► Rr � r
PROPOSED B' WIDE 9" 4 �L IL <'e.,� • `380 ' ®• ,
ELEVATED WOODEN 3p� ®..
BOARDWALK 193 L F. `. �'. �0., ``,, END OF COASTAL WETLAND
FRINGE INTERSPERSED IN RIPRAP
y
S"d
t
4k 4 ' ""� < • EXISTING
A a
p rt
o� ,115, sk r CANAL G0� NWT. ENTERS RIPRAP HERE
i'k tYc to A& {1a. .'` .q t` • .
a� • t• . `SOD'
APPROXIMATE" COASTAL WETLAND ALIGNMENT
DRAWN FROM AERIAL PHOTOGRAPHY . a EXISTING NWL
All
£ks � •
e
PROPERTY" as ®. + °Q`J ,L•.
0
LINK
°t ASk Ak� AL
IA 'd B° A,
44 AL
NOW OR FORMERLY
E. ASHBY BAUM, TRUSTEE
O.B. 369 PG. 223
` TM 108 PAR 62R ,
NOTES c
1. T
Total area of site: 71.23 ACRES t
c�i
2, E
Elevation datum NAVD29,
�
3. T
Total Uplands: 81.32 ACRES o
o m �
4. T
Total Wetlands:. 9.91 ACRES
mug -I
5
Total SQ,FT. of pond: 63,615.00 SQ.FT, o
omM
8. N
Number of Lots and Units: 152 Lots + 10 Condominium Buildings (84 Condo. Units) 236 Units Total - �
� ��°,�i,
7. S
Size range of individual lots: 5,179.44 - 6,780.4 SQ.FT. u
u a Q M
8. A
Average Lot size: 5,200 SQ.FT. __: ___..t 0
0 €CY yc
9. T
Total land area within NEW 75 ft. AEC: 313,604.2 SQ.FT. ; p
ppliMO �uQ
10. F
FINAL Imp Area within AEC: 47,568.0 SF (15.170 l
i
11. S
SHORELINE STABILIZATION ;, f, -� .,
Repair of Ex. wood bulkhead: 312 L.F. i3w = 'a1Fr
(along basin and north side of boat ramp)
Repair of Ex. wood bulkhead on south side of boat romp: 25 IMF
Proposed NEW wood bulkhead: 1,068 L.F.!;
Final total wood Bulkhead length: 1,405 LF
N
Bulkhead backfill waterward of NWL: 7,526 SF N
Bulkhead backfill landward of NWL on uplands 10,185 SF�,;
RIPRAP: Redress 240 LF of Riprop along SE shoreline l
lvt?
Waterward limit of redressing on shown plot
FLT' /% w % EXISTING ROADWAY TO REMAIN
l <� j (H �11 [01 EXISTING ROADWAY To BE REMOVED
PROPOSED ASPHALT ROADWAY
PROPOSED 4' PAVED WALKWAY
PROPOSED ELEVATED BOARDWALK
EXISTING BULKHEAD
PROPOSED BULKHEAD
BULKHEAD BACKFILL WATERWARD OF NWL
TO ELEVATION OF TOP OF BULKHEAD 7,525 SF
_ BULKHEAD BACKFILL LANDWARD OF NWL ON UPI
-- -- r_j TO ELEVATION OF TOP OF BULKHEAD 10,165 SF
< , PROPOSED 30' CAMA BUFFER
--- -- - PROPOSED 75' AEC BOUNDARY
- - - - - - 404 WETLAND LIMIT
COASTAL /404 WETLAND INTERFACE
Y _ EXISTING RIP RAP
_X_ PROPOSED SILT FENCE
PROPOSED DREDGE EXCAVATION AREA
PROPOSED DREDGE SPOIL AREA
TYPICAL CHANNEL EXCAVATION SECTION
NOT TO SCALE SECTION MEW
POSTS MUST BE 1.33 LBILINEAR FT. STEEL WITH WHEN STANDARD ST REN07H FILTER FABP,,C 1. USE SYNTHETIC FILL M FABRIC OF AT LEAST 98# BY V100"T OF
AMP° LENGTH OF 6', POST SHALL HAVE PROJECTIONS t5 UTILIZED IRE FENCING MUST ALSO BE PDI YOLEFMS OR POLYESTER, YtiICH iS CERINFIED BY THE
TO CILITATE FASTENING OF FILTER FABRIC. INSTALLED O UPSTREAM SIDE OF POSTS MANUFACTURER AS CONFORMWG RN THE REQUIREMENTS IN
.. 8 M SHALL CONTAIN ULTRAVIOLET RA
D MAX. 2a "ABOVE EXISTING GRADE TO ASTU D as . FILTER FABFSO Y
INSTALL POSTS S' O.C. MAX WHEN STANDARD BOTTOM OF TRENCH. INHIBITORS AND STABILIZERS TO PROWIt A IW IMUM OF 5
FABIRC &WIRE SUPPORT FENCE ARE UTILIZED, MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
INSTALL POSTS 8' O.C. MAX WHEN EXTRA STRENGTH TEMPERATURE RAN= OF O TO 120'F.
FABIRC WITHOUT WORE FENCE IS UTILIZED. 2 CONSTRUCT THE ETIC FAIT BARRIER OF SURE THAT T EXTRA
H
STREttCTEI SYNTHETIC FILTER FABRIC. ENSURE THAT THE HEH6NT
MIN. 14 GA. OF THE SEDIMENT FENCE DOES NOT CC= 24 INCHES ABOVE
WIRE FENCING INC WOUND SWAM
STEEL POSTS ONLY MAX. 6 "X 6" SPI 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT
TO THE MOTH OF THE OMM TO AVOID JOINTS. WHEN
JOINTS ARE NECE55✓'RY; SECURELY FASTEN THE FILTER OL07H
36° O LY�AT� SUPPORT POST %1H 4 FT MINIMUM OVERLAP 10
4. SVNTHEBC FILTER FAOft SHALL BE FASTENED SECUfaY TO
EACH FENCE POST VAIN MN, 50 L8. TENSILE STRENGTH WIRE
OR ZIP TIES AT TOP, MID,-SECTION AND 8011MgM. FABRIC
NE]" SHALL BE BEFAEEM 18' MIN. TO 24- MAX ABOVE
•. GROUND tM Ott THE UPSLOFE SOC OF THE PTNSIS, EXTRA
STRENGTH FILTER FABRIC WX POST SPACING SHALL BE
2a" SECURELY FASTENED NNRECTE.Y TO POSTS,
S, 12 INCHES OF FILTER FABRIC SHALL. BE BURIED IN AN
EXCAVATED TRC NCH APPROXIMATELY 4 INCHES 1610E AND B
INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND
UPSLOPE FROM THE BARgNER, BAH IMU, TR II TJTH
CONSTRUCT 4" W X 8'T7 MECHARICALLY ODMPACTED SOIL PLACED OVER THE FILTER
TRENCH ALONG ENTIRE FABRIC Do NOT ATTACH FILTER FABRIC TO TREM
UPSTREAM SIDE OFFENCE L SILT FENCE SHALL BE INSPECTED AT LEAST ONCE A VW &
STEP 1 STEP 2 AFTER EACH RAINFALL EVENT. UM ANY REPAIRS
IMMEDIATELY. SHOUD THE FABRIC COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE ET PROMPTLY.
7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
FASTEN THE FILTER FABRIC TO THE UPSTREAM BACKFILL THE TRENCH AND COMPACT THE SOIL ADEOUAIE STORAGE VOLUME FOR THE NEXT RAIN AND TO
SIDE OF POSTS OR WIRE FENCE IF UTILIZED FIRMLY TO ANCHOR THE BOTTOM OF THE EI T REDUCE PARE ON THE FENCE TAW CARE TO AVOID
EXTEND FABRIC 8" DOWN & 4" FORINARDALONG FENCE, BURIED FABRIC SHALL NOT BE VISSLE. UNDERMINING THE FENCE DURING CLBANOW
THE TREIVCrL & MOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEP*= AND BR1NO THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED,
STEEL POSTS
A WIRE FENCE
FILTER FABRIC
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BOTTOM OF WIRE FENCE
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IBM IN EXCAVATED TRENCH
STEEL POST DRIVEN
A 24" INTO GROUND
STEP 3 STEP 4 SECTION A,A
( IN FEET )
i inch = 60 ft
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PROJECT NO: p
4018
_X_ PROPOSED SILT FENCE
PROPOSED DREDGE EXCAVATION AREA
PROPOSED DREDGE SPOIL AREA
TYPICAL CHANNEL EXCAVATION SECTION
NOT TO SCALE SECTION MEW
POSTS MUST BE 1.33 LBILINEAR FT. STEEL WITH WHEN STANDARD ST REN07H FILTER FABP,,C 1. USE SYNTHETIC FILL M FABRIC OF AT LEAST 98# BY V100"T OF
AMP° LENGTH OF 6', POST SHALL HAVE PROJECTIONS t5 UTILIZED IRE FENCING MUST ALSO BE PDI YOLEFMS OR POLYESTER, YtiICH iS CERINFIED BY THE
TO CILITATE FASTENING OF FILTER FABRIC. INSTALLED O UPSTREAM SIDE OF POSTS MANUFACTURER AS CONFORMWG RN THE REQUIREMENTS IN
.. 8 M SHALL CONTAIN ULTRAVIOLET RA
D MAX. 2a "ABOVE EXISTING GRADE TO ASTU D as . FILTER FABFSO Y
INSTALL POSTS S' O.C. MAX WHEN STANDARD BOTTOM OF TRENCH. INHIBITORS AND STABILIZERS TO PROWIt A IW IMUM OF 5
FABIRC &WIRE SUPPORT FENCE ARE UTILIZED, MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
INSTALL POSTS 8' O.C. MAX WHEN EXTRA STRENGTH TEMPERATURE RAN= OF O TO 120'F.
FABIRC WITHOUT WORE FENCE IS UTILIZED. 2 CONSTRUCT THE ETIC FAIT BARRIER OF SURE THAT T EXTRA
H
STREttCTEI SYNTHETIC FILTER FABRIC. ENSURE THAT THE HEH6NT
MIN. 14 GA. OF THE SEDIMENT FENCE DOES NOT CC= 24 INCHES ABOVE
WIRE FENCING INC WOUND SWAM
STEEL POSTS ONLY MAX. 6 "X 6" SPI 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT
TO THE MOTH OF THE OMM TO AVOID JOINTS. WHEN
JOINTS ARE NECE55✓'RY; SECURELY FASTEN THE FILTER OL07H
36° O LY�AT� SUPPORT POST %1H 4 FT MINIMUM OVERLAP 10
4. SVNTHEBC FILTER FAOft SHALL BE FASTENED SECUfaY TO
EACH FENCE POST VAIN MN, 50 L8. TENSILE STRENGTH WIRE
OR ZIP TIES AT TOP, MID,-SECTION AND 8011MgM. FABRIC
NE]" SHALL BE BEFAEEM 18' MIN. TO 24- MAX ABOVE
•. GROUND tM Ott THE UPSLOFE SOC OF THE PTNSIS, EXTRA
STRENGTH FILTER FABRIC WX POST SPACING SHALL BE
2a" SECURELY FASTENED NNRECTE.Y TO POSTS,
S, 12 INCHES OF FILTER FABRIC SHALL. BE BURIED IN AN
EXCAVATED TRC NCH APPROXIMATELY 4 INCHES 1610E AND B
INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND
UPSLOPE FROM THE BARgNER, BAH IMU, TR II TJTH
CONSTRUCT 4" W X 8'T7 MECHARICALLY ODMPACTED SOIL PLACED OVER THE FILTER
TRENCH ALONG ENTIRE FABRIC Do NOT ATTACH FILTER FABRIC TO TREM
UPSTREAM SIDE OFFENCE L SILT FENCE SHALL BE INSPECTED AT LEAST ONCE A VW &
STEP 1 STEP 2 AFTER EACH RAINFALL EVENT. UM ANY REPAIRS
IMMEDIATELY. SHOUD THE FABRIC COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE ET PROMPTLY.
7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
FASTEN THE FILTER FABRIC TO THE UPSTREAM BACKFILL THE TRENCH AND COMPACT THE SOIL ADEOUAIE STORAGE VOLUME FOR THE NEXT RAIN AND TO
SIDE OF POSTS OR WIRE FENCE IF UTILIZED FIRMLY TO ANCHOR THE BOTTOM OF THE EI T REDUCE PARE ON THE FENCE TAW CARE TO AVOID
EXTEND FABRIC 8" DOWN & 4" FORINARDALONG FENCE, BURIED FABRIC SHALL NOT BE VISSLE. UNDERMINING THE FENCE DURING CLBANOW
THE TREIVCrL & MOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEP*= AND BR1NO THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED,
STEEL POSTS
A WIRE FENCE
FILTER FABRIC
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4
;r ' S "w ° ,I .n ' :kii' ;ly ; ; "31 ^' ` ` ai„+I'vC k , k`x'i �"'Ci�, • •Iii t .m
; I :; ^;., :H:; : • :it ",. r x E ::, t l r WRREOR PLAS17CTIES
BOTTOM OF WIRE FENCE
HIK ; _? e' =11;2: °•' �,< :,:. AND FILTER FABRIC BURIED
IBM IN EXCAVATED TRENCH
STEEL POST DRIVEN
A 24" INTO GROUND
STEP 3 STEP 4 SECTION A,A
( IN FEET )
i inch = 60 ft
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DATE: t11tp + +1t1111� ��1
12 -20 -13 1" = &Y
DESIONE'D; CHECftEp;
MSB
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MDB BPG
SHEET:
1 OF 1
CAD FILE:
4018CAMA2013
PROJECT NO: p
4018
( IN FEET )
i inch = 60 ft
0
�a
c 1,;
0
a E
0
c W
rn�
VA
Z
0
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L'•1 56
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..2P (p4
f ° tT I,I Tt1� ®•
DATE: t11tp + +1t1111� ��1
12 -20 -13 1" = &Y
DESIONE'D; CHECftEp;
MSB
DRA�'�'Vt5 ! APPROM):
MDB BPG
SHEET:
1 OF 1
CAD FILE:
4018CAMA2013
PROJECT NO: p
4018