3-02 Oversized Plans

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TRENT RIVER SI TE
VICINITY MAP NOT TO SCALE
EXISTING BOAT DOCK
AND BOAT LIFT
O
/ A l OVE-RALL SITE PLAN
SCALE: SEE GRAPHIC SCALE
CURRENT PROPERTY OWNER: SITE ADDRESS
EMD, LLC 207 HILLCREST ROAD
P.O. BOX 1547 NEW BERN, NC 28562
2313 GRACE AVENUE
NEW BERN, NC 28561
[phone]
PROJECT AREAS
TOTAL SITE AREA (INCLUDING CANAL) = 128,318 SF = 2.95 ACRES
TOTAL AREA OF CANAL, DREDGING ZONE 1 = 13,904 SF = .32 ACRES
TOTAL AREA OF CANAL, DREDGING ZONE 2 = 18232 SF = .42 ACRES
DREDGE VOLUME,ZONE 1 = 380 CUBIC YARDS
DREDGE VOLUME, ZONE 2 = 320 CUBIC YARDS
/ TOTAL DREDGE VOLUME = 700 CUBIC YARDS
TOTAL LENGTH OF NEW BULKHEAD = 642'
CONNIE V. RUSSELL
301 N. ELM STREET
GREENSBORO, NC 27408
a/G / DB 1757 / P 298
F
EMD, LLC
P.O. BOX 1547
/ 207 HILLCREST ROAD
/ NEW BERN, NC 28563
/ DB 1834 / P 993 �
-1000,
pR\`1�wP� PROPERTY E v�o NORMAL HIGH
QP`1� ti�0� WATER LINE
_
f f ��
oo� PS 6. /
o ♦
JAMES & JANET CORCORAN
4701 TRENT RIVER DRIVE A
NEW BERN, NC 28562 C /
DB 1092 / P 43 / / +5.0'
[phone] /
\ \
/ ♦_ 4� 0' ` \ PROPOSED
NORMAL HIGH � � LOT LINE
/ WATER LINE
�// / ♦ 3 EXISTING BOAT \
/ EMD, LLC
HOUSE TO REMAIN P.O. BOX 1547 \
JAMES &JANET CORCORAN \S 207 HILLCREST ROAD \
4701 TRENT RIVER DRIVE Q\P� //j / LOTPROPOSED NEW BERN, NC 28563
LINE
NEW BERN, NC 28562 ♦_3.5' DB 1834 / P 993 \
DB 1092 / P 43 F��W/�G�/ / EXISTING WOOD DECK
0� /� o / \ \
[phone] TO REMAIN 0,5F / . /
� P• S / % � Aso ��s \
/ 0 /� / / / EXISTING CONCRETE BOAT
RAMP TO REMAIN \
00, RUSSELL & LYNN PETERMAN
j♦ 103 HILLCREST ROAD
DREW WILLIS / RALPH MORRIS NEW BERN, NC, 28562
EASMENT TO CANAL DB 1519 / P 575
DB 1456 / P 523 [phone]
// ♦/ '9 /'
/ / / / PIOH ARD BOX 815453CATHY
% NEW BERN, NC 28.
+ 3.5' / / DB 1773 / P 463
0\
/ y
♦3 /
\ \ +2.5%
3
EXISTING BBOAT
DOCK AND \ \
COVERED LIFT
JOSEPH S. BUFF
4603 TENELLA ROAD
NEW BERN, NC 28562
DB 1319 /P 784
ROBERT K. COLEMAN
4601 TENELLA ROAD
NEW BERN, NC 28562
DB 1679 / P 107
GILES PARKER
P.O. BOX 12126
NEW BERN, NC 28561
DB 491 / P 421
[phone]
EXISTING 18" METAL
PIPE TO REMAIN
D�
N❑, DESCRIPTI❑N I BY I DATE
Revisions
SHORELINE BEARINGS AND DISTANCES
FROM POINT A TO B
DIRECTION
DISTANCE
S18'43'05"E
15.26'
N 51.57'53"E
10.85'
N24'24'21"E
20.81'
N45'31'04"E
20.35'
S24.18'14"W
12.16'
N29'29'33"E
123.14'
S38.51'01"W
64.38'
S44'28'40"W
25.20'
N66'59'25"E
16.50'
S61.13'30"E
31.08'
S39'06'57"W
115.40'
S25.30'21 "W
153.33'
N09.31'35"E
27.50'
NOTES:
1. WATER DEPTHS ARE RELATIVE
TO NORMAL WATER LEVEL (NWL).
2. THE TIDE WAS AT NWL AT THE
TIME OF WATER DEPTH MEASUREMENTS.
3. NO COASTAL WETLANDS WILL BE
EXCAVATED, DISTURBED, OR FILLED
DURING THE PROPOSED CONSTRUCTION.
DROP INLET TO REMAIN
DREW & MARIAM WILLIS
201 HILLCREST DR
NEW BERN, NC 28562
DB 1063 / P 276
[phone]
6 2001
GRAPHIC SCALE
0 20 40 80
( IN FEET )
I inch = 40 ft.
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402 WETLAND;
PROPERTY
LINE
SILT FENCE
CURRENT PROPERTY OWNER: SITE LOCATION ADDRESS
EMD, LLC 207 HILLCREST ROAD
P,O. BOX 1547 NEW BERN, NC 28562
2313 GRACE AVENUE
NEW BERN NC 28561
\ UPLANDS [phone]
PROJECT AREAS
TOTAL SITE AREA (INCLUDING CANAL) = 128,318 SF = 2.95 ACRES
TOTAL AREA OF CANAL, DREDGING ZONE 1 = 13,904 SF = .32 ACRES
TOTAL AREA OF CANAL, DREDGING ZONE 2 = 18232 SF = .42 ACRES
DREDGE SPOIL DEPOSITION AREA DREDGE VOLUME,ZONE 1 = 380 CUBIC YARDS
/c -� 5 30' ZONE AROUND CANAL PERIMETER �� \ DREDGE VOLUME, ZONE 2 = 320 CUBIC YARDS
TOTAL DREDGE VOLUME = 700 CUBIC YARDS
32,016 SF @ 7" AVERAGE THICKNESS TOTAL LENGTH OF NEW BULKHEAD = 642'
= 700 CUBIC YARDS
\ \ \ 0 SILT FENCE
UPLANDS
\ \ \\
_ EXISTING BULKHEAD / PROPERTY LINE / NORMAL HIGH WATER LINE
\ \ PROPOSED NEW BULKHEAD
CONNECT NEW BULKHEAD_- _ -5
N❑, DESCRIPTI❑N BY DATE
Revisions
SHORELINE BEARINGS AND DISTANCES
FROM POINT A TO B
DIRECTION
DISTANCE
S18'43'05"E
15.26'
N51'57'53"E
10.85'
N24'24'21"E
20.81'
N45'31'04"E
20.35'
S24'18'14"W
12.16'
N29'29'33"E
123.14'
S38'51'01 "W
64.38'
S44'28'40"W
25.20'
N66'59'25"E
16.50'
S61 *13'30" E
31.08'
S39'06'57"W
115.40'
S25'30'21 "W
153.33'
N09'31'35" E
27.50'
NOTES:
1. WATER DEPTHS ARE RELATIVE
TO NORMAL WATER LEVEL (NWL).
2. THE TIDE WAS AT NWL AT THE
TIME OF WATER DEPTH MEASUREMENTS.
3. NO COASTAL WETLANDS WILL BE
EXCAVATED, DISTURBED, OR FILLED
DURING THE PROPOSED CONSTRUCTION.
--TO- EXfSTING_ BULKHEAD+-5.0' \ \ \ \ \
__ - --
o
SILT FENCE
PROPERTY LINE DREDGE SPOIL DEPOSITION AREA
EXISTING BULKHEAD EXISTING BULKHEAD / PROPERTY LINE / NORMAL HIGH WATER LINE - '4 _ \ o \ \ \ 30' ZONE AROUND CANAL PERIMETER
TO REMAIN '�_ \
_ _ � \ \ \ 32,016 SF @ 7" AVERAGE THICKNESS
700 CUBIC YARDS
PROPOSED NEW BULKHEAD \ \
RUSSELL & LYNN PETERMAN ' - \ -5 0' s\ \ \
103 HILLCREST ROAD i
NEW BERN, NC, 28562 \� DREDGE SPOIL DEPOSITION AREA
-�- -� 30' ZONE AROUND CANAL PERIMETER
DB 1519 / P 575 �! 32,016 SF @ 7" AVERAGE THICKNESS
[phone] "-� = 700 CUBIC YARDS
7'
A DREDGING ZONE 1 ENLARGEMENT
C1 Q SCALE: SEE GRAPHIC SCALE
rB-
SECTION A -A @ DREDGING ZONE 1
CVC2 NOT TO SCALE
EMD, LLC
P.O. BOX 1547
207 HILLCREST ROAD '
NEW BERN, NC 28563
DB 1834 / P 993
GRAPHIC SCALE
10 0 S 10 20
( IN FEET )
1 inch = 10 ft.
40
UPLANDS
DREDGING ZONE
1
SPOIL FILL (60OLF x 30' WIDE x
1.05' AVG. DEPTH = 700 CY)
SILT FENCE
I
\ ' EXISTING BULKHEAD / PROPERTY LINE i
1
30' LIMIT OF FILL
10' (MINIMUM
i FINISH GRADE
NREVS HT AN TYF/Q�N
SPILLING OVER BULKHEAD
I I� I ROUND TIMBER
TIE BACK
8' MINIMUM
EMBEDMENT
EXISTING GRADE
3/4" GALVANIZED
TIE ROD
EXISTING BULKHEAD -
STRUCTURE TO BE
REMOVED AS NEEDED
TO INSTALL NEW
BULKHEAD
2'
SILT FENCE
-2x12 CAP
-4x6
6x6 PILES
@ 6' 0. C. �*
-2x8 T&G
EXISTING 18" METAL PIPE
TO REMAIN
NOTES:
1. SEED AND MULCH ALL DISTURBED AREAS.
2. REMOVE SILT FENCE ONLY AFTER VEGETATION
HAS BEEN ESTABLISHED.
EXISTING BOTTOM
N
PROPOSED BOTTOM
3'
8' MINIMUM
EMBEDMENT
SILT FENCE
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