20120069 Ver 1_CAMA Application_20120126

7LA 20120069
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C Davis Dee Freeman
Governor Director Secretary
January 25 2012
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 BCS Enterprises, Inc
Protect Location 1336 Duck Road (NC 12) Duck Dare County
Proposed Protect Bulkhead pier platform with jet ski lifts & install security fencing
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by If you have any
questions regarding the proposed project please contact Ron Renaldi at [phone] When
appropriate in depth comments with supporting data are requested
REPLY This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes are
incorporated See attached
This agency objects to the project for reasons described in the attached
comments P"WRWfl"
SIGNED DATE A111 2 a 0 D
1367 US 17 South Elizabeth i VSAND ARC TER r
C ty NC 27909 tCN
Phone [phone] FAX [phone] Internet www nccoastalmanagement net One
NorthCaro/hna
An Equal Opportunity 1 Affirmative Action Employer N%tlftall#

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANTS NAME BCS Enterprises Inc
2 LOCATION OF PROJECT SITE 1336 Duck Road (NC 12) Town of Duck Dare
County adjacent to the Curntuck Sound
Photo Index —
2006 186 7175 (H 1 10) 2000 186 2182 (P Q 16) 1995 185 -1947 (M 14)
1989 142 64 (G 19) 1984 138 -436 (T U 7) 1978 93-406 (P Q 15)
State Plane Coordinates X 2955471 Y 903893
Rover File E122013A Quadrangle Jarvisburg NC (U R )
3 INVESTIGATION TYPE CAMA / Dredge and Fill
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 12/20/2011
Was Applicant Present No
5 PROCESSING PROCEDURE Application Received Complete — 01/17/2012
Office Elizabeth City
6 SITE DESCRIPTION
(A) Local Land Use Plan - Duck NC CAMA Core Land Use Plan Feb 2005
Land Classification From LUP — Residential Conservation
(B) AEC(s) Involved ES EW PTA
(C) Water Dependent Yes
(D) Intended Use Residential
(E) Wastewater Treatment Existing Septic
Planned N/A
(F) Type of Structures Existing — Single family dwelling storm damaged
pier swimming pool and decking
Planned Bulkhead pier platform Jet ski lifts
security fence
(G) Estimated Annual Rate of Erosion 12 feet/year (Increased by Hurricane Irene)
Source Applicant
7 HABITAT DESCRIPTION [AREA square feet (SF)]
FII I Fn -qNOni=n nicri iQQr-:n
(A) Shallow Bottom PTA EW AEC s
±1 158 sf
±1 406 sf
(B) Estuarine Shoreline AEC
±2 190 sf
(D) Total Area Disturbed ±4 754 sf (± 11 acres)
(E) Primary Nursery Area No
(F) Water Classification SC Open to Shellfishing No

BCS Enterprises Inc
Field Investigation Report
Page 2
8 PROJECT SUMMARY The applicant proposes to construct a bulkhead that will tie
into an adjoining bulkhead waterward of NWL reconstruct a pier and platform with jet
ski lifts and install security fencing
Project Settinq
The site of the proposed development is located at 1336 Duck Road (NC 12) within the Town
of Duck Dare County adjacent to the Curntuck Sound
The property is ±34 700 sf in size and elevations range from ±8 5 ft above NWL on the eastern
portion near Duck Road and gradually slope down to a ±2 ft erosion escarpment located ±33
landward of NWL Waterward of the erosion escarpment is a natural sandy shoreline that is
±110 in length and is void of any vegetation Man made structures on the property include a
single family dwelling a concrete driveway with parking areas a swimming pool with
associated decking and a remnant section of riprap A walkway pier platform and jet -ski davit
also exists however they were severely damaged due to Hurricane Irene According to the
USDA s Natural Resources Conservation Service s Web Soil Survey the soil on the property is
made up of Newhan fine sand (NeC) No wetland areas exist on the property and existing
vegetation consists of ornamental shrubs upland brush and yard grasses Based on available
information there appears to be no archaeological sites on this property or nearby
The adjacent riparian property to the north is an undeveloped lot with a natural shoreline similar
to the applicants The adjacent riparian property to the south has been similarly developed with
a single - family dwelling driveway pool pier platform a davit jet ski lift and a davit boatlift
however the shoreline has been hardened with a bulkhead
The waters of the Currituck Sound are classified as SC by the Environmental Management
Commission and are not open to shellfish taking Water depths within project area range from
0 1 feet to 2 5 feet below NWL There is approximately 3 5 to 4 miles of open water to the west
of the site The bottom substrate within the waters of the project area is made up of fine sands
with exposed old root mats near NWL Due to the time of year submerged aquatic vegetation
was not observed growing within the project area however it is known to grow within the
shallow waters of this area
Development Proposal
The applicant proposes to stabilize the shoreline by constructing ±115 of vinyl bulkhead The
proposed alignment will tie into the corner of the existing bulkhead to the south and will run in a
northerly direction on the waterward side of the existing riprap to the NWL line at the northern
property boundary where a return wall will be constructed The proposed bulkhead alignment
averages ±11 4 waterward of NWL with a maximum distance of ±20 7 and will result in the
filling of ±1 158 sf shallow water bottom Water depths within this area average -0 5 ft below
NWL Upon bulkhead completion backfill will be placed from the erosion escarpment to the
bulkhead Backfill material will be sand from an offsite supplier The applicant indicated that 12
of shoreline erosion has occurred within the preceding 12 months the majority of which was a
result of Hurricane Irene

BCS Enterprises Inc
Field Investigation Report
Page 3
When the bulkhead is completed the applicant proposes to install fencing along the property
lines that will extend 2 ft waterward of the bulkhead as required by the Town of Duck for(
security of the swimming pool The new fence along the northern property line will be 65 in
length and the fence along the southern property line will be 32 in length and both will connect
to existing fencing This proposed fencing will eliminate the need to replace a north /south
oriented security fence that was destroyed by Hurricane Irene
The applicant proposes to replace the hurricane damaged walkway pier and platform The
replacement walkway will be 50 x6 and the pier will be 115 x6 The walkway and pier will
remain within the pre storm footprint however an enlarged platform is proposed to replace the
hurricane damaged 20 x16 (320 sf) platform The applicant proposes to enlarge the platform
to 26 x26 (676 sf) and install two het ski davit lifts Water depths at the end of the platform are
approximately 2 5 ft below NWL
Anticipated Impacts
• The construction of the bulkhead along the proposed alignment will result in the filling of
±1 158 sf of PTA and EW AEC s with clean fill from an upland source ( ±21 4 cubic yards of
fill material below NWL)
• Bulkhead installation will result in ±2 190 sf of land disturbance within the ES AEC
The proposed pier platform and het -ski davits will result in two slips and the shading of
±1 406 sf of PTA and EW AECs (an increase of 356 sf beyond pre hurricane conditions)
Submitted by Ron Renaldi
Date 1/20/2012

-7777
BCS Enterprises owns a lot in Duck which they use as a residential retreat The lot is located at 1136 Duck
Road in Duck North Carolina which supports a 2 story framed dwelling on pilings decks parking and
swimming pool Access to the Currituck Sound was by a pier and dock
The unarmed shoreline and pier were damaged during Hurricane Irene resulting in erosion of shoreline by
+/ 18 feet on the south boundary of the property adjacent to the bulkheaded lot to the south The 136 foot
long pier and 15 foot by 15 foot platform with slips to the sound and two Jet ski lifts were demolished The
border fences between the property and the adjoming properties were also damaged as was the security
fence for the swimming pool which extended north and south
The applicant proposes to reconstruct the fences on the property extending the border fences to the
proposed bulkhead and extending two feet beyond the bulkhead as required by Duck for security of the
swimming pool The new fence on the north property boundary will be 65 feet and on the south 32 feet
including the two foot overhang as required This will eliminate the need of the north/south oriented
security fence The proposed bulkhead alignment is to connect with the existing bulkhead to the south
which aligns the proposed bulkhead dust waterward of the existing rip rap and extends north to the normal
waterline at the unarmed shoreline on the adjacent property The bulkhead alignment will result in filling
of +/ 1 158 square feet of shallow water (much of which was created by the erosion from Hurricane Irene)
with the alignment extending 20 7 feet from the NWL to allow attachment to the adjacent bulkhead and
averaging +/ 114 feet from NWL The water depth of the area proposed to be filled is approximately
0 2 feet The annual erosion rate is +/ 12 feet/year (due in large part to a single storm event) The
proposed pier will be located in the same alignment as the damaged pier and the platform will be enlarged
to 26 feet by 26 feet with benches steps to the sound and two jet ski lifts which are davits on the end of the
waterward end of the Tee head The dock will constitute 676 square feet of coverage of the allowable
800 square feet as provided for in 15A NCAC 07H 0208(b)(6)(B) for the 100 feet of shoreline of the
property
RECEIVED
IAN I ) 2012
COA'Tf1L P 1i1AGIMENT
EL 7F ° TH CITY

DON MP 1
APPI
mail
(last revis
North Caroling DIVISION OF COASTAL MANAGEMENT
1 Primary Apphcant! Landowner Information
Business Name
BCS Enterprises Inc
Project Name (if applicable)
N/A
Applicant 1 First Name
Robert
MI
W
Last Name
Speight
Applicant 2 First Name
MI
Last Name
Last Name
If additional applicants please attach an additional page(s) with names listed
H
Mailing Address
#2 Calycanthus Road
PO Box
City
Richmond
MI
State
VA
ZIP
23224
Country
USA
Phone No
252 619
8717 ext
FAX No
Street Address (if different from above)
1336 Duck Road
City
Duck
State
NC
--[
ZIP
27949
Email
Kill Devil Hills
NC
ZIP
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 Dare Trail
Kill Devil Hills
NC
27948
Email
obxwood @yahoo com
<Form continues on back>
�u � 2805 388 -k- A 97 ill %,./ t ;ra -t- -n -I n-

Form DCM MP 1 (Page 3 of 5)
RECEIVED
JAN 12 2012
APPLICATION for
Major Development Permit
3 Project Location
a
Total length of shoreline on the tract (ft }
b Size of entire tract (sq ft )
County (can be multiple)
Street Address
I ELIZABETH CITY
State Rd #
Dare
1336 Duck Road
NC 12
Subdivision Name
City
State
Zip
None
Duck
NC
27949
Phone No
Lot No (s) (if many attach additional page with list)
N/A ext
N/A
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Pasquotank
Currltuck Sound
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
Duck North Carolina
4 Site Description
a
Total length of shoreline on the tract (ft }
b Size of entire tract (sq ft )
+/ 100 Feet
+/ 34 700 Sq Ft
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
N/A
NWL (normal water level)
(If many lot sizes please attach additional page with a list)
8 5 Feet ❑NHW or ®NWL
e
Vegetation on tract
Lawn grass and landscaping
f
Man made features and uses now on tract
Single family residence parking swimming pool and decks remnants of pier
g
Identify and describe the existing land uses adiacent to the proposed project site
Residential
h
How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Residential
(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 it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP 1 (Page 4 of 5)
RECEIVED
JAN 12 2012
APPLICATION for
Mayor Development Permit
m (i) Are there wetlands on the site? ❑Yes ®No
COASTAL MANAGEMENT
(n) Are there coastal wetlands on the site? ELIZAB TH CITY ❑Yes ®No
(m) If yes to either (i) or (n) above has a delineation been conducted? ❑Yes ❑No
(Attach documentation if available)
n Describe existing wastewater treatment facilities
On site ground absorption system
o Describe existing drinking water supply source
Municipal source
p Describe existing storm water management or treatment systems
None
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 water access for )et skis and recreational (pool)
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
The shoreline will be stabilized with vinyl bulkhead (driven) and backfilled by dump truck and dozer Pier construction will
then commence using pile driven pilings and hand tools
d
List all development activities you propose
Bulkhead replace pier damage during storm security fence for swimming pool
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 protect?
3 348 Tatal ®Sq Ft or ❑Acres
a,l°to on lo,A- Qh¢ 1 1-t J,ol)-
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
None
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
1
Is there any mitigation proposed?
❑Yes ®No DNA
If yes attach a mitigation proposal
<Form continues on back>
252 8 06 2808 888 -- C0J-,b rvvv nccoa-� ad+ma 1-19ameDl t �-i

T Form DCM MP 1 (Page 5 of 5)
APPLICATION for
Major Development Permit
6 Addittonallnformahon
In addition to this completed application form (MP 1) the following items below if applicable must be submitted in order for the application
package to be complete Items (a) — (f) are always applicable to any major development application Please consult the application
instruction booklet on how to properly prepare the required items below
a
A project narrative
b
An accurate dated work plat (including plan view and cross sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work clearly indicate on maps plats drawings to distinguish
between work completed and proposed
c
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d
A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e
The appropriate application fee Check or money order made payable to DENR
f
A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mad 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 Eustace Small Phone No 252 330 2247
Address 283 Dryndge Road Elizabeth City NC 27909
Name William and Carolyn Yancey Phone No 252 261 -4411
Address 1334 Duck 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)
h
Signed consultant or agent authorization form if applicable
i
Wetland delineation if necessary
I
A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k
A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 10) if necessary If the project involves expenditure
of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy Act
7 Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow up
monitoring of the project _
I further certify that the information provided in this application is truthful to the best of my knowledge
Date January 9 2012 Print Name George H Wood CEP PWWSl�
Signature it l v
Please indicate application attachments pertaining to your proposed project
®DCM MP 2 Excavation and Fill Information ❑DCM MP 5 Bridges and
❑DCM MP 3 Upland Development
®DCM MP 4 Structures Information
RECEIVED
JAN 12 2012
STAL MANAGEMENT
ELIZABETH CITY
252 8 ,36 2 81) 8 1 888 4PCOASI WAJ v ;lcvr) 1� AIM3�1�gec-icn* net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
JAN 1 2: 2 012
COASTAL MAN ACtr'ENT
ELIZA JH 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 b Type of material to be excavated
cubic yards
C (i) Does the area to be excavated include coastal wetlands /marsh d High ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW []SAV ❑SB
OWL ❑None
(u) Describe the purpose of the excavation in these areas
2 DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a Location of disposal area b Dimensions of disposal area
C (Q Do you claim title to disposal area? d (Q Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA []Yes ❑No ❑NA
(i) If no attach a letter granting permission from the owner (n) If yes where?
e (Q 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 (ii) If yes how much water area is affected?
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ❑None
(u) Describe the purpose of disposal in these areas
—52 508 2308 t 88b zPCOAS— �,j ivrvv net re i ;sett i21281bF
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization)
Length
Width
Avg Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1 EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
C (i) Does the area to be excavated include coastal wetlands /marsh d High ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW []SAV ❑SB
OWL ❑None
(u) Describe the purpose of the excavation in these areas
2 DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a Location of disposal area b Dimensions of disposal area
C (Q Do you claim title to disposal area? d (Q Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA []Yes ❑No ❑NA
(i) If no attach a letter granting permission from the owner (n) If yes where?
e (Q 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 (ii) If yes how much water area is affected?
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ❑None
(u) Describe the purpose of disposal in these areas
—52 508 2308 t 88b zPCOAS— �,j ivrvv net re i ;sett i21281bF

o - -- ock-v 1UP 2 lv .X1105 'a C F it � ° -- C r- 0 -y
3 SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin use MP 4 — Structures)
a Type of shoreline stabilization
®Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL 11 4
e Type of stabilization material
Grass
g Number of square feet of fill to be placed below water level
Bulkhead backfill 1,158 Riprap 0
Breakwater /Sill 0 Other 0
1 Source of fill material
Commercial supplier
b Length —951 1 IS RAR I %I aoV-�.
Width 1
d Maximum distance waterward of NHW or NWL 20 7 Feet
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
12 feet average (from Hurricane Irene)
h Type of fill material
Sand
4 OTHER FILL ACTIVITIES [D This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b (i) Will fill material be placed in coastal wetlands /marsh (CW)
If yes
(n) Amount of material to be placed in the water
(w) 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
OWL []None
(n) 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)?
Behind bulkhead grasses Pile driver backhoe water bets hand tools
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
January 9 2012
Date
BCS Enterprises Inc
d 0) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(n) If yes explain steps that will be taken to avoid or minimize
environmental impacts
N/A
George H Wood CEP PWS Agent for BUS Enterprises Inc
Signature
Project Name
2 3— ,30e, 2308 1 -qq 4,R- XS I nc a$~r )r eoe ne it ret
RECEIVED
JA N 12 2012
COASTAL N °At1AGEMENT

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVED
JA N 12 2012
COASTAL NIAN" GEP]ENT
-El I_PECTH 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
1 DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) is the docking facility /marina
❑Commercial ❑Public/Government ®Private /Community
c (i) Dock(s) and /or pier(s)
(u) Number 1
(iii) Length 136
(iv) Width 6
(v) Floating []Yes ONO
e (i) Are Platforms included? ®Yes ❑No
If yes
(u) Number 1
(iii) Length 26
(iv) Width 26
(v) Floating ❑Yes ONO
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
2
(u) Number of slips existing
0
i Check the proposed type of siting
❑ Land cut and access channel
[]Open water dredging for basin and /or channel
❑Open water no dredging required
❑Other please describe
N/A
k Typical boat length 10 Feet
m (i) Will the facility have tie pilings?
❑Yes ONO
(ii) If yes number of tie pilings?
N/A
❑This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ENO
d (i) Are Finger Piers included? []Yes ONO
If yes
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f (i) Are Boatlifts included? ®Yes ONO
If yes
(u) Number 2
(iii) Length 4 Feet
(iv) Width 10 Feet
h Check all the types of services to be provided
❑ Full service including travel lift and /or rail repair or
maintenance service
❑ Dockage fuel and marine supplies
❑ Dockage ( wet slips ) only number of slips
❑ Dry storage number of boats
❑ Boat ramp(s) number of boat ramps
❑ Other please describe
N/A
1 Describe the typical boats to be served (e g open runabout
charter boats sail boats mixed types)
e) t skis
I (i) Will the facility be open to the general public?
❑Yes ®No

Form 0CMJ MP 4 fS +, a, taA es Par c 9 o 4)
2 DOCKING FACILITY /MARINA OPERATIONS ®This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project --
❑Office Toilets
❑ Toilets for patrons Number Location RECEIVE D
❑ Showers
❑ Boatholding tank pumpout Give type and location JAN 1 2 2012
b Describe treatment type and disposal location for all sanitary wastewater
coa�TaL r ANAM ICNT
ELL r' T,4 CITY
c Describe the disposal of solid waste fish offal and trash
d How will overboard discharge of sewage from boats be controlled?
e (i) Give the location and number of No Sewage Discharge signs proposed
(n) Give the location and number of Pumpout Available signs proposed
f Describe the special design if applicable for containing industrial type pollutants such as paint sandblasting waste and petroleum products
g Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and No Wake signs proposed
i Give the location of fuel handling facilities and describe the safety measures planned to protect area water quality
What will be the marina policy on overnight and live aboard dockage?
k Describe design measures that promote boat basin flushing?
I If this project is an expansion of an existing marina what types of services are currently provided?
m Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
252 803 28x 3 " 888 4 :RCO S , v net revs - ; --d 12 2 ( Cra

mn 0CM fide J, (,mot me k, Ps Page S : 4)
n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
o Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW) submerged aquatic vegetation (SAV) shell bottom
(SB) or other wetlands (WL)? If any boxes are checked provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
p is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ❑No
If yes give the name and address of the leaseholder(s) and give the proximity to the lease
3 BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private /Community
(u) Number
(in) Length
(iv) Width
Note Roofed areas are calculated from dnpline dimensions
4 GROIN (e g wood sheetp►le etc If a rock groin use MP 2 Excavation and F►11) RThis section not applicable
a (i) Number
(n) Length
(iii) Width
5 BREAKWATER (e g wood sheetpile etc) R This section not applicable
a Length b Average distance from NHW NWL or wetlands
c Maximum distance beyond NHW NWL or wetlands
6 MOORING PILINGS and BUOYS ®This section not applicable
a Is the structure(s)
❑Commercial ❑Public/Government ❑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 )
Z-2 806 2808 1 lq88 4 ?f ��d � ti� �c� �a�taj �a��e ��ro��a� rex 0va,� q 12 27 vro

I ra -hn 0CM hdp 4 (StrUCTU T-t�- paaq� 4 of -4)
a Proximity of structure(s) to adjacent riparian property lines b Proximity of structure(s) to adjacent docking facilities
15 feet south 48 feet north 30 feet
Note For buoy or mooring piling use arc of swing including length
of vessel
c Width of water body
19,561
e (Q Will navigational aids be required as a result of the project?
❑Yes NNo ❑NA
(n) If yes explain what type and how they will be implemented
d Water depth at waterward end of structure at NLW or NWL
25
8 OTHER NThis section not applicable
a Give complete description
January 9 2012
Date
BCS Enterpnses Inc
Project Name
George H Wood CEP PWS Agent for BCS Enterprises Inc
Applicant ame
1
Apple t Signature
-RECEIVED
11I' N I r 21012
CnAQTAL k Aid' If MENT
ELI/ -E CITY
-32 60d 2808 t 688 �!COA T %v Pp nec ast-i b —amjg r-i ra _ c.z rcvi -.oil 12(27/W

MAJOR PERMIT FEE MATRIX
Applicant 3CS Ew�rn
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I Private non commerce I
development that do not
$250
100%($250)
0%($0)
involve the fllin r
excavation any wetlands
or op ater 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
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
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) co Id
be applied but DC `staff
determined tha dditional
review and en DWQ
concurre ce is needed
becauof concerns
related to water quality or
aquatic life
j
III(D) If General Water
Quality Certification No
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied
IV For development
involves the fillin nd /or
$475
60%($285)
40%($190)
excavation ore than
one a of wetlands and /or
o en water areas

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