20020714 Ver 1_COMPLETE FILE_20020507

0
A • ExISTIN EXISTING PIER
1 , t
r~y ?=e _ 0 1
I 1 i 1 i •
PI 1 T I 1 t r 7 Q
QQ-
v
~L.I t o
i (.(J t 3 T 1 j 99 `r~
} m~ l Gs F~ti o
xv 1' A 1 I``n m 1 t 1 1~°i ~fI j c
0 x 1 v J t fL 1 1 <<F bZ
D I I t, T , 1 I ~ 1 10 i I
Z 40 m 0 I I r ~ I I
I I 1 t T 1
n~ 1 I 7
I / A 0 j 1 10
TAYLORS CREEK
D 75'CAMA,/AEC LINE I I i '
I I ; I I I r STORMWATER OUTLET '
I 1 / I I I OVERFLOW 8 DISCHARGE
EXIT. I O I CHANNEL I I 1 1 1 1 PIPE 28 LF 18" RCP B 0.3% 1 , OUTLET PIPE W/18" FES SITE
MARKER I (jl I I I 1 1 7 S 6'X6'xl.5'THICK RIP RAP
'7g HARSH I S7 ~ d~ I n MARSH LINE I I I i INV. OUT = 4.10
I r 11 I PROPOSED UNDERGROUND
7u Olt m ro, ELECTRIC SERV. PED. e
m I MHW MHw LINE J6 1 Sea 61- EX. POWER POLE #NJP46 VICINITY MAP
t ~ I < I I ~'q n + , 48 66 +8 3 ' i + ; W/ TRANSFORMER iN.T.S.I
I I RIPARIAN ACCESS BOUNDARY 169.82' 2
I 12" MOORING SB - - - - - - - ¢9 S +6.2 9 j ' TRANSITION COUPLING E%.NH PROPOSED UNDERGROUD SB + '
m PILES ITYPI RIPARIAN SETS b•6 NEW WdCtf15 i ELEC. CONDUIT RIPARIAN SETBACK •65 s U LINE B• ' I 11
I O Iz e J'3e _ ~ * g JACK A BORE 36 LF 20' DREDGING 6. T 1 , STEEL CASING s 0.3%
J 4 LIMITS Y J' 15' BEYOND EDGE OF PAVEMENT MIN.)
a i L- o I I >I 0'S 6' 15' 15' 15 1 e e. e i 1 1 x?j6.7 I Y 1 JS u2
15' .1 6' 12' t- T7.8 ' I RIM EL.=6.95 L "5 © 2 RAM W/ B, / 1 ( N INV. IN = 4.42 PROPOSED C. I . VALVE BOX ~ M0 f 3.0WW I~AS j ' Il 1! j S.INV. OUT = 4.32 W/ ,40 METER SERVICE
AREA OF ~ 13 6
D E RIPARIAN +Z 52 j 2 EX.3/4 WATER TAP
I i ACCESS ° " ®Z 120' I 100` I 61' m~m I 8 +8' '
Hill
APPROX. TOTAL 01ST. ACROSS TAILORS CREEK SHORE TO SHORE=378.5' z~
/ U .5 y R 1 V 1 11 0.30% 9 9s* 1+7.8
A 1 Z I m4?5 7 ® © ~,L1.3, Sy 6 I 11 PV I EL
X I I- r o '~i Al. D ~ < I m m 1 .41 72' 7 O7 J, ?g * 2.5* 4 °41 I 1 ./.14
_ If w
2 I I 1 39 0 0 1- L NEW WOODS PROPOSED 2" SCH-40 PVC
p I D BOAT LIFT PILES MHW LIN j m - - _ _ _ - - - =S M+w LINE LINE t II ELEC. CONDUIT AND
- I - I RIPARIAN SETBACK MOODS LINE CK P WATER WOODS LINE * d• 1
Z I O n Ml I z I j * 4 1 FREEBORED UNDER EX. LINE c L 7.2"= s. s ` 1 EX.CONC.DRIVE PAVEMENT. NCDOT
i i--------- ------r-W- T- R - B I + i I ENCROACHMENT
RIPARIAN ACCESS BOUNDARY 158.30 I n I 7•e -ao r I~ l ° j I 1 AGREEMENT RED' D e
J sB yJ 1 6.6 1 1 PROPOSED 200 AMP METER BASE
j D i s6 ° 1' ? s6 LOCATED 1' MIN. OUTSIDE OF R/W
z I NOTE "N: w I z + ' ! J '•:J 5 1 ` AND 10' MIN. FROM M.H.M. LINE
r" I FTI i A. Fzl;iI BOAT LIFTS: t I CL INT. FRONT ST. d CARROT ISLAND LANE
I sJl ~f f EX. EL.= 6.95 NOTE:
r 5 THROUGH 6 I( J B. PROPOSED BOAT LIFTS: yy'` HUe a I I $t'S 1 AND 8 1 j r I , I EX. 8•C.1. SANITARY SEWER LINE 1.1 AEC & WATER DEPTH INFORMATION BASED ON i I~TSEX.2•GALV.W/L KWOROCRA/NIC 51/tWET PERFME0 BY STROUD
` TACK I I I 1 1 , ENGINEERING ON 11/Y9/96.
' SET I I EX IST 1NG EXISTING I 1 / T -
10. I I BOAT RAMP a PIER BOAT RAMP I j 1 I EX.rAx-W/L - - - 2•PER ORMEED Y BY~~ENN CORBETT. P.L.S. -S 6 PIER FINAL PLAT PREPARED BY.STR000 ENGINEERING
c^,1,;. I 1 w I I
1 r I I 1 DATED: 7/5/96 f 1
4 d 1 3. ) PAIDIVIDE 2.S CCA WIN. RETENTION MARINE GRADE PRESSURE TREATED LUMBER FOR
v W 3 PIER. DECK. RAID 6 HANDRAIL CONSTRUCTION.
GC 4.1 ALL HARDWARE SHALL BE MARINE GRADE
HOT DIPPED GALVANIZED OR STAINLESS STEEL.
5.1 FINAL LOCATION AND DIMENSIONS OF PROP-
POSED COMMUNITY PIER SHALL BE STAKED IN THE FIELD BY CANA FIELD OFFICER.
ENLARGED PARTIAL SITE PLAN
30' 15' 0 30' 60'
ri H-SCALE 1"•30
'-SCALE 1"-10' SITB DATA:
t TOTAL TRACT AREA = 126.615 SF
R/W W/IN TRACT = 7.310 SF J aa PROJECT AREA EXCLUDING R/W = 2.74 AC
4 m W u w NO. OF NEW LOTS = 11
I I OPEN SPACE PERCENTAGE = 19.9 % 1 • I AREA OF ENVR. CONCERN = 9455 SF
i EXISTING GRADE I I IMPERVIOUS AREA W/IN AEC = 0.0 SF
1M_ I , ` M• I EX.kTREET GRADE ACOE MAX. PROJECT DEPTH = 15.0' TOTAL SUSPENDED SOLIDS REMOVAL = 9o%
- TUP Of PILTS ILRS 7.6 7• ' 7 7. ' .5 I 1 RAINFALL STORAGE VOLUME PROVIDED = 6.600 CF
fl ~ ~ I ~ FE=&WW NSl I 10 YEAR STORMWATER DESIGN FLOW = 13.2 CFS i I 1 WET DETENTION DRAWDOWN TIME - 3.5 DAYS
BOAT LIP' N v i T I TTT
5.11 MSL - I E- 1 ISL- I X20' EEL CASING • 0.3'
6" PJLE I I I I PINCER PIER ER Ex. 18• RCP 0 0.3%
I FE-4.33 HSL ITYP.1 MHW I ISL rTYP.I NEW la RCP 0 0.3%
--^---'---'---t---------------t---------^ i B' FES_-_
MEAN HIGH WATER 0.0 FT \ -1 J ? MLW - ----_---_--r--+._---______ a \ l W r- i OUT 4.16 INV.
1 I J i W 1 W W Z
START RIP RAP - 6'MIN FROM MHW REVISIONS:
s LEAN LOW WATER _
_ ` •G1- r". 6" PILE 10.0 FT ' Ey,MATRSH N0. BF DATE D£.SCR7PfIGW
> 13.0' z Z 91/2610t AOL1E11BOAT bf7 DREDGING JB A92 - - 2 MLY
Z Z .A* ? ? = 12" MOORING f LIMITS - RIM EL. x.95 102102 BOAT LIFT AETNL
v. U V PILES (TYR) N INV.IN = 4.42 yp~ i MUDLINE S.INV.OUT = 4.32 - MA.1r ®3 zooz
fv\`; ~ 8'TYP. MI N. EMBEDMENT CAMA SITE PLAN
-20.0 FT I APPROB.BOTTOM OF CHANNEL I PROJECT DEPTH = 15'ROD/r2 1 I I.
1612 FR®NT STIR EET
N BOAT LIFT CROSS SECTION -30.0 FT
NTS Q p O C TOWN OF BEAUFORT. CARTERET COUNTY. NORTH CAROLINA 0 0 0 CLIENT 1612 FRONT STREET ASSOCIATES LLC DESIGNED
40 +O C tv, -pt, IT LO ADDRESS:P.O. BOX 659 DJv
O DRAIN
a < BEAUFORT, N.C. 28516 a a a WAG 8 DJV
V1
cTATTnuTNr, i'_,4n' n~ cn .04-110.1 t.`.Am.- vun1~1~• 10101 -700-9ACo CHECKED:
uh a~ P ' . 1 0 JTC 8 RDC
PROFILE oFessio APPROVED
3 STROUD ENGINEERING, P.A.
SEAL * HESTRON PLAZA ONE SUITE 102 JTC 8 RDC 13343 HEAD CITY, N.C. 26557 DATE:
PHENT •l OF I . 1GN FILE'=1I80\826CMDGN
lBCf 0- PUiie0 47-747.9 ~ 08/14/01 r.GEP' ~Ipe/G[~ ~~1 J °~;~JQ.~•' u~I=~f-"mod _ SCALE
RONALD D. CULLIPHERBpP AS SHOWN

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhius
WO Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Dennis LeJeunesse County Carteret
Project Number 02 0714 County2
Recvd From DCM Region Wilmington
Received Date 5/7/02 Recvd By Region
Project Type community dock
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
CAMA Waters FT-@) N 121-34 SC ? 30,503. 0.27 F ? F-
F_ P _Y _0N F-1 F_I - F_- F- F_
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
No 401 IS NEEDED JHS 5-21-02
cc: Regional Office
Central Office Page Number 1
A 74 ;la
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
May 2, 2002
MEMORANDUM: ?..w.
0207,
TO: Mr. John R. Dorney 4 + MAY " 7 2002
Environmental Biological Supervisor 40 6
Division of Water Quality y; stsfl5p
??i71 CE W1inf SECTlT•.t
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: 1612 Front Street HOA, c/o Dennis LeJeunesse
Project Location: Carteret County, within Taylor's Creek adjacent to 1612 Front Street in the town of
Beaufort.
Proposed Project: Proposes to excavate adjacent to the community dock of the 1612 Homeowner's
Association, within Taylor's Creek, located at 1612 Front Street and to add two
boat lifts within existing slips.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 23, 2002. If you have any questions regarding the proposed project, please contact Tere Barrett at
[phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Development Type FEE DCM % DWQ y°
14300 1601435100093 1625 6253) (24300 1602 435100095 2341
1. Private, non-commercial
development that does not involve S250 '

the filling or excavation of any 1009
o
(S250)
0%($0)
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or
$400
excavation of any wetlands or open 100% ($400) 0% (SO)
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 appBes:
III(A). For Private, non-commercial
development, If General water Quality

Certification No.3301 (see attached) 5250
100%(S250)
0% (SO)
can be applied:
III(B): For public or commercial
development, if General water Quality

Certification No.3301 (see attached) $400 100%($400)
0 /° e
(SO)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to wster
quality or aquatic life:
III(D). If General Water Qu ity
Certification No. 3301 (see ched) 5400 60%(S240) 40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more

than one acre of wetlands andlor 5475
60%(S285)
40% (5190)
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: 1612 Front Street HOA, c/o Mr. Dennis LeJeunesse
2. LOCATION OF PROJECT SITE: Within Taylor's Creek adjacent to 1612 Front Street in Beaufort,
Carteret County.
Photo Index - 2000: #542, grid F-11 1995: #524, grid T-16 Rover #L051820A
State Plane Coordinates - X: 2708400 Y: 337500
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/17/02
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: May 01, 2002
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Waters
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing- Community Dock
Planned - Excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(C) Other - Shallow Bottom Habitat 975 sf
(D) Total Area Disturbed: 975 sf
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to excavate adjacent to the community dock of the
1612 Homeowner's Association, within Taylor's Creek, located at 1612 Front Street in Beaufort, NC.
Also proposed are two boat lifts within existing slips.
Field Investigation Report
1612 Front Street HOA
Page 2
9. NARRATIVE DESCRIPTION:
The project site is located adjacent to Taylor's Creek, at 1612 Front Street in Beaufort, NC. This lot
is the common property for the 11 single-family residences to the north side of Front Street. The
south side of Front Street is the site of the proposal, is approximately .10 acre in size, and varies from
0' to + 12' msl in elevation. The lot is predominantly occupied with high ground grasses, weeds and
wax myrtle. It is stabilized with riprap and has a fringe of coastal marsh. A pier, t-head, finger
docks, mooring pilings, and boatlifts are existing, issued under State Permits #'s 28147-C, 021105-C,
019891-C, and 36-97C. A Notice of Violation, #01-25C was issued for the construction of boatlifts
within existing slips without authorization. This has been resolved and the civil assessment paid. A
total of eight slips exist, with 6 boatlifts.
Taylor's Creek is approximately 400' across at the project site. The waters of Taylor's Creek are
closed to the taking of shellfish, are classified SC by the Division of Water Quality, and are not
designated PNA's. The Town of Beaufort Land Use Plan classifies this area as Developed, with all
AEC's classified Conservation.
The applicant wishes to accomplish a water depth of -6' nlw at the location of the two.most landward
slips. Because this specific location of Taylor's Creek has never been excavated, a major permit is
necessary. The bottom composition is predominantly sand and silt, with low water soundings in the
project area of -1.0' to -3.25'. Immediately adjacent to the project terminus the water depth is -61,
dropping quickly to -15' nlw. The location of the proposed dredging has been indirectly disturbed
due to its proximity to the federal channel, by the maintenance of the federal channel. The end of the
docking system is approximately 74' from the near bottom edge of the authorized channel line. The
proposal is to excavate 65' by 151, the width of the slips. Approximately 148 cubic yards of material
will be removed by dragline to barge, with the spoil offloaded to an approved high ground location
within a Beaufort development known as Turner's Creek Plantation. Permission is on file from Gary
Mercer, the owner of the designated spoil location.
Additionally proposed are two boatlifts within slips #7, 8. The lifts will be uncovered, 13' x 13' in
size, and with their construction there will be a lift in every slip.
10. ANTICIPATED IMPACTS:
As proposed, the excavation will cause the disturbance of approximately 975 square feet of silty/sandy
bottom habitat, removing approximately 148 cubic yards of material from the system. Turbidity
impacts can be anticipated during excavation. The use of this area will not change. The purpose of
the proposal is to provide deep-water dockage for existing slips. The boatlifts will not incorporate
any new area of public trust area.
T. Barrett May 01, 2002 Morehead City
Form DCM-MP-1
APPLIC
(To be completed by all applicants)
1. APPLICANT

c. ' Street address or secondary road number
a. Landowner: , If ,,, -> r, S't^lp e-i-
Name I(o i ?- ?r e s+. 4nalene 5 d' h proposed work within city limits or planning
• jurisdiction? 9_ Yes No
Address j fa 12 T4n-F Ct
City rJ r,! j J r( State NC
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) _ M 0.v I or 5 C^ree
Zip 2 &' S
Day Phone 1,^ 7 2 - S;)o 2-
Fax 13 22- 3. DESCRIPTION AND PLANNED USE
b. Authorized Agent: (Soxn e- ccs 0- 6 0 ve-)
Name
Address
City
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
?'xC0. VC?7-iGn O, 1??? (Zl
State ex, s f, a ?cc -= Sig S J
Zip Day Phone
Fax
c. Project name (if any) R.S n
Exca. y a-+r on
MOTE.' Permit wilt be issued in name of lxdowner(s), and/or
project raw.
2. LOCATION OF PROPOSED
PROJECT
a. County
b. Is the proposed activity maintenance of an existing
project, new work, or both? 6C 1xi
c. Will the project be for public, private or commercial
use?
d.

Revised 03/95
b. Cit{V ,ttown community or landmark
Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional Dazes.
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract X? /
4/p' X // '
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
NWL I ) 0, '1 to -- (-Y -r, I Z'
d. Soil type(s) and. texture(s) of tract
SUS n6
e. Vegetation on tract tt C?h.
f. Man-made features now on tract CLeck
UtJ,n ?coa'- S L t
g. What is the CAMA Land Use Plan land
classification of the site? (con:alr t!u local lurid use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
P-5 CZ2 s t dPrn `r a.l' S 40 0
i. Is the proposed project consistent with the applicable
zoning? \,,'_ Yes No
(Aaach zoning avneplian- cadfiewe, if applfoable)
j. Has a professional archaeological assessment been
done for the tract? Yes No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or ejI Bible property?
Yes V No
1. Are there wetlands on the site? -Yes ZNo
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Mack doaanenuuion, if a ailable)
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
o. Describe existing drinking water supply source.
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
f have
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
have
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 0319S
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided:
JAN 7 2002 PAPR 0 9 2002
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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name NI ee M. LeW115 I certify that I am authorized to grant, and do in fact,
Address ' C, grant permission to representatives of state and federal
Phone 4 `1295 -!V54- review agencies to enter on the aforementioned lands in
Name - connection with evaluating information related to this
-? W h e-cxpermit application and follow-up monitoring of the
Address fa r ? C- project.
Phone ?ae, - 3 152651 i6
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the _y ofa oG L
Print Name
• A check for ©made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. o I ff
• A statement of compliance` with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with a North Carolina
Environmental Policy Act.
Lmid l-n or Authorized Agent
Please indicate attachments pertaining to your proposed
p%lea•
"
DCM MP -2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-3 Bridges and Culverts
DCM MP-6 Marina Development
N077. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCM-M P-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average lFUW
Fad;ft Pr*vt
Access
channel
(MLW) or (NWL)
Canal
Boar
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilWaion)
JAN 17 ZOUZ
0R
APR 0 0 2002
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yardsX _
.r' X ?,g' x be 27
b. J of material to be excaled /Z?
Sa, h
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic v etation
(SAVs) or other wetlands? Yes -7 No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 7.Arn er Cree-k
ea n -a +i? rl 4- e c i rid- .?
oCc>. u rq c
b. Dimensions of disposal area _I X ZOO
xx .?n?.o c F ?.
c. Do you claim title to disposal area?
Yes ? No
If no, attach a letter granting permissio from the
owner. Gh?'?
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes _X No
f. Does the disposal ins de any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source ofinf-don)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
secure
a. Will fill material brought to site?
Yes No Date
JAN 3 Y, ZU0Z 1. r I APR 0 9 2002

water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?( ?4-
b. - What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? r_;uCke+ 4o G
c. Will wetlands be crssed in transporting equipment
to project site? Yes ?? No
If yes, explain steps that will be taken to lessen
environmental impacts.
14 Fkc i
PACC ,m
0W0 2/C9
Revised 03/95
STRUCTURES.
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)

(1)
(2) ,
Commercial -Community _ Private
N

(3) umber
Length
?l?
(4) Width
(5) Finger Piers _ Yes No
(i) Number
(ii) Length I
(iii) Width /
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of struc7.:re to adjacent riparian
property lines
(9) Width of water body t Q --
(10) Water depth at wale-ward
MLW or NWL end of pier at

b. Boathouse (including covert lifts)
(1) Commercial Private
(2) Length
(3) Width
ilk (e.g. wood sheilk
tptI,,e, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g, wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) hfaximum distance beyond MHW, NWL or d
wetlands
e. Mooring buoys
(1) Commercial ____Community Private
(2) Number J
(3) Description of buoy k]/A
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) ?t
shoreline o be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial community _ Private
(2) Number
(3) Length
(4) Width •
g• Other (Give complete descr ? onJ
f iZU.c/i SS-7P&F-7 ?o/4 e ?cJn elS
Appli or Project Name
Signat
d
Date
vised 03/95