11-16 Stevens Towing Company Oversized Plan

VICINITY HAP
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4w,
2022 SHIMER DRIVE
JAMESTOWN, NC 27282
APPLICANT: STEVENS TOWING CO
ATTN: SIMON RICH, III, GENERAL MANAGER
401 EAST CHURCH STREET
EDENTON, NC 27932
2. PIN: 6970-1841-4355
3. RECORDED REFERENCE: DB 378, PG 803; PC 1, SL 153D & PC 2, SL 31J
4. PARCEL AREA TO SHORELINE = 2,087,490 SF / 47.92 AC
PARCEL AREA AS PER PLAT = 2,080,947 SF / 47.77 AC
100'
5. PARCEL IMPERVIOUS COVERAGE:
EXISTING = 471,362 SF (22.587.)
DEMO = 28,384 SF
PROPOSED = 25,314 SF
TOTAL = 468,292 SF (22.43%) (NET LOSS IN COVERAGE)
IMPERVIOUS COVERAGE WITHIN 30' BUFFER = 12,134 SF (35.527.)
6. TOTAL LAND DISTURBANCE AREA = 29.09 AC
7. PROPOSED WORK REQUIRING CAMA PERMITTING:
A. DREDGING TO -12' CONTOUR (RELATIVE TO NWL)
a. AREA: 378,377 SF / 8.69 AC
b. APPROX. VOLUME: 98,000 CY
c. HYDRAULIC DREDGE SPOIL RETENTION: 8.0 AC
B. BARGE FLEETING AREA
a. (12) DESIGNATED FLEETING AREA LOCATIONS
b. (1) BARGE LOADING/UNLOADING LOCATION
c. (4) TRANSIENT TUG BOAT TIE-UP LOCATIONS (AT LOADING DOCK)
C. LOADING/UNLOADING DOCK
a. CONCRETE PLATFORM: 4-0'x300'
b. SHEET PILE BULKHEAD: 397 LF (WATERFRONT 300', RETURN WALLS 97')
D. BARGE RAMP
a. TOTAL RAMP: 80' WIDE x 555 LF
b. RAMP IN WATER: 80' WIDE x 205 LF
E. UPLAND DEVELOPMENT (OTHER THAN LISTED ABOVE)
a. FACILITY OFFICE: 2,800 SF
b. REMOVAL OF 24,887 SF OF EXISTING IMPERVIOUS COVERAGE IN AREAS DESIGNATED.
c. CONCRETE UPGRADES AND REINFORCEMENT TO EXISTING PADS.
7. BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN BASED ON PC 1, 153D, PC 2, SL 31J AND
FIELD SURVEY BY QUIBLE & ASSOCIATES, PC DATED 08/12/15.
d
8. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES. BASED
"
ON COMMUNITY CID N0. 370301; PANEL 6960; SUFFIX L.
(MAP NUMBER 3720696000L) EFFECTIVE DATE: 08/03/2009.
9. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.
7+00 6+50 6+00 5+50 5+00 4+50 4+00
END OF RAMP
5+55
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
EDGE OF CONCRETE`I
3+50 3+jf00 2+50 2+00 1+77.7 1+50 1+00 0+50,. 0+00
LLI 6 .
BARGE '3''}IIGH
WINCH
PROPOSED GRADE EL +10.0' TIGHTT T,*EE WALL
V.
EXISTING GRADE GATE CONCRETE
-WALLINING
n�rL Ili PROPOSED 3:1 SLOPED mt
BOTTOM TO 12' r — — — — — — — — — — — — — — —
CONTOUR
--_ — — -- ---_—
ADJACENT TO RIP -RAP _ r �_ — —
............
............ 0.0
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DRAIN 4' BLOCKS EV57789
N6 6RAOE (2L +
3 THICK RIP -RAP
PROTECTION ADJACENT
PROPOSED DREDGE DEPTH SHEETPILE TO RAMP (60' LONG,if
ADJACENT TO BULKHEAD BULKHEAD SHEET PILE BULKHEAD ABOVE NWL)
NOTE.
REQUIRED DREDGE DEPTH TRACK GRADE 2 DEGREE SLOPE
SECTION ,>,C_ C»
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_ BEGIN SHEETPILE
- BULKHEAD
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DESIGNATED SEPTIC
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--- BE REMOVED
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DRAINFIELD AREA
WITH REPAIR`
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CONTAINMENT
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f3AF!BAR,4 D LENNON bry 20' AP/
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DB 357, PC, 475 AMANOA L. BRITTON b
PIN: 6970183/8061 DB 206, P6 927 4t _
PIN: 69700400?68 h VlRGINIA G. DAV15 _ / ' IJ/1
N/F ^ / GHE57ER H. DAV15
AM,4NDA L. BRITTON 5 82° 25 �,B �� AppAR6JT DB 436 PG 163 /267.67 J DAV1D R. PC, 7ER
DB 367, P6 4/ �` 83° 47' ° PLAT 6AP PIN: 697016402995 m /✓ 8/ DB l26, PG 37
PIN. bg70/6309979 67. 40 E PROPOSED o — °4/'�"W PIN: 69701g506925
//0.001 / DREDGE SPOIL m
DOLPHIN PILE (TYP.) EX Clow
STEEL MONOPOLE OR Paz
TIMBER PILE GROUP
100' BARGE BARGE BARGE ll
BARGE RAMP 52.5'x260' S2.5'x260' 52.5'x260'
......... ...................... ......... ......... ........ ......... ........ ..................... ................. .....i.l.....
Ex/5nN6 11 _
� 6RA1JE — —
SLOUGHINGfi\-O
SLOUGHING
O 2:1 PROPOSED rr 2:1
GRADE O -12'
PROPOSED
AREA TO
BE DREDGED
SECTION "A —A"
Y'
HORIZONTAL SCALE 1"=100'
VERTICAL SCALE: 1"-20'
PROPOSED CONCRETE
WORKING PLATFORM
40'x300'� �•(��
BARGE -
52.5'x26V 1 IF
F
PROPOSED
AREA TO SHEETPILE BULKHEAD
BE DREDGED��.....IN FRONT OF CONC.
PROPOSED WORKING PLATFORM
GRADE O -12'
SECTION "B— B"
HORIZONTAL SCALE 1"=100'
VERTICAL SCALE: l'-20'
VERTICAL SCALE: 1"=20'
1 r!"1rK I n
EXISTING ASPHALT PAVEMENT
L_ .. =I
� 7 EXISTING CONCRETE PAVEMENT
EXISTING GRAVEL
30o WATER DEPTH SOUNDING
(BASED ON NWL)
PROPOSED GRAVEL
—EFF— PROPOSED EFFLUENT PIPE FROM HYDRAULIC BASIN
PROPOSED LIMITS OF DISTURBANCE
Know what's below.
Call before you dig.
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
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COMMISSION NO. -114
P15055
DESIGNED BY
BDR
DRAWN BY
JMH
CHECKED BY
BDR
ISSUE DATE
09 10 15
SHEET NO.
OF 1 SHEETS ,
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