11-16 Renewal 2018 Stevens Towing Company Oversized Plan (2)

Y/G!N/TY MAP
PERMITTED
13 FT X 13 FT
BOAT LIFT WITH
24LFX31
CAT WALK
8+00 7+50 7+00 6+50 6+00 5+50 5+00 i50
I I I I I
PROPOSED DREDGE DEPTH
ADJACENT TO BULKHEAD
PROPOSED GRADE EL. +10.0'-\ --mkip r_oenr_
SHEET PILE BULKHEADS 110.00'
228.81'
4+00
3+50
I
3+00
2+50
2+00
1+50
I
330.00'
1+00
I
0+50
I
0+00
WINCH
SECTION
HORIZONTAL SCALE: 1"=30' NIF
RAYMOND H. BUWH 1
I 373
PIN. hg7lX�l�42Q3g2 rt I - �
OB 354, PG
M ,
- PEMER ,E E�,Cy L'EBAR�)
I p p! -
BOX CUT /I �(E="E GE 12
L SLjsa I
DREDGE LIMITS"
AT -12' DEPTH BARGE 1,1/
BARGE
FLEETINGE f
AREA-g
' DREDGE TYPE LIMIT
WEST HYDRAULIC DREDGE
/ EAST MECHANICAL DREDGE SHEETPILE BULKHEAD,
/ ' I IN FRONT OF CONC.
WORKING PLATFORM
/ �/ �_ - YIIY IL Yv..v.svr - ON WHEELS (TO ENCASE i�F
BARGE RAMP 1 I ' ACTIVE WORKING AREA) CONCRETE TO I MIGHAg D. NIXON d
/ r BE REMOVED '
BARGE I AMY T. NIXON I O
4� � i
i MAINTENANCE _ - I DB l88 PG 54 \ 1
PROPOSED � I BAY I � I �
DRE ECG- GUIDL PILING PIN: 6g70/g5/73/q I \
GR 6 MITS RELICCATION t- t I 2
I (TYP.) I f :.I WATER TIGHT GATE ' I If
:i & TRENCH DRAIN - PERMITTED 30'
/ Q Tr WINCH GRAVEL ACCESS ' I
RIP -RAP PROPOSED BARGE - I _
PROPOSED
20'x172' PIPING , I
BULKHEAD
/ 70LFI il�- . t.- 1A_ TO BASIN -
NOTES: / GR-s 1 —_33D' I
1. CURRENT OWNER: EDENTON RIVER, LLC , INF-�. " ` - 3 ��- } ` -
2022 SHIMER DRIVE INF EX. S MG CONCRETE TO
JAMESTOWN, NC 27282 PERMITTED RIP -RAP ;PROTECTION
.. BE REMOVED I \
SLOPED BOTTOM DREDGING ALONG I INF
EX GONG44&1`
APPLICANT: STEVENS TOWING CO CYSHORELINE ADJACENT TO;ROCK WORK _
"F- PROPAI� 5�0�
GENERAL MANAGER ,EFF , NF
ATTN: SIMON RICH, III, t E __ Esc SEPnG `
401 EAST CHURCH STREET T�� INF Y OUTSIDE SPOIL SPOIL
_ EDENTON, NC 27932 30'GA - EFF INF- BASIN#3
v[6ErA�m 1 EX. 5TORAGE EFE a RETENTION BERM
1 BEEPER ' I ;'B2 �` s �- TANK STATE J _ ;W EFF— / • I PL�'G5Y X7YG NIP
NElss '
2. PIN: 6970-1841-4355
3. RECORDED REFERENCE: DB 378, PG 803; PC 1, SL 153D & PC 2, SL 31 J I ALARM I DB /20, P6 2gq (�
, I I � "- i BI I ' I PIN. bg70/g5/6270 I O
r
4. PARCEL AREA TO SHORELINE = 2,087,490 SF / 47.92 AC NHC EFX
-- / -CONCRETE TO
OBA2/l5 I I
PARCEL AREA AS PER PLAT = 2,080,947 SF / 47.77 AC �- NULL REMOVED - _ _ _ _ BE
5. PARCEL IMPERVIOUS COVERAGE: / INFILTRATION -
--�- BASIN FOR FILTERED / I I
EXISTING = 471,362 SF (22.58%) - WASH DOWN WATER �a t. - 0� / I �'
`` I /76 ' TO BE USED F01 /
DEMO = 57,412 SF f — - _
PROPOSED = 61,131 SF _ - _ -WASH DOWN SOLIDS �� I I
TOTAL = 475,081 SF (22.76%) (3,719 SF NET NEW COVERAGE) gg�/2, 3�' _ CONTAINMENT GRAVEL TO Ol
_ - - _ BE REMOVED
IMPERVIOUS COVERAGE WITHIN 30' BUFFER = 13,393 SF (39.2%) - - - _ N8/° q"`y - - - _ LIMITS A I
- - l PIR7-DRj� DISTURBANCE
IMPERVIOUS COVERAGE WITHIN 75' AEC = 23,520 SF (27.6%) - - - - - Acc eE�_ r 29.13 AC
�0�0, — I I I
tss EASE�,T—
6. TOTAL LAND DISTURBANCE AREA = 28.63 AC ` ;' NIF
ARB D HP/VA
7. PERMITTED WORK UNDER CAMA MAJOR PERMIT 11-16: /°MARYL. FRl5l t��?, - - / I NIP
A. DREDGING TO -12' CONTOUR (RELATIVE TO NWL) DB 357, PG 475 AMANDA L. BRITTON - - _7vT 3/✓J - - - / / _
a. AREA: 378,377 SF / 8.69 AC PIN.- 6g70/83/BO6/ DB 208, PG q27 ? - - - - - - /
PIN. 6g7018400g6B VIRG/NIA G. DAV/5 d _ J DAVID R 5AN7ER I
b. APPROX. VOLUME: 98,000 CY GRAPHIC SCALE - -- — _
c. HYDRAULIC DREDGE SPOIL RETENTION: 8.0 AC FUF / ry GHO 436 N. DAVlS - - - _ /26Z6T DB 126, PG 37
IAII L. BRITTON 5,92°25' DB 436 PG l63 -
B. BARGE FLEETING AREA o - - - - NB/° 4/'Oq•`y PIN: bg70/gS�6925 I I
a. (12) DESIGNATED FLEETING AREA LOCATIONS 100' 0 50' 100' 200' DO387, PG 41 ' E5,93°47'40"E PLAT N PIN: bg7018402gq5 PIN: bg701630gq7q d 7PROPOSED
b. (1) BARGE LOADING/UNLOADING LOCATION //OGb DREDGE SPOIL o m
c. (4) TRANSIENT TUG BOAT TIE-UP LOCATIONS (AT LOADING DOCK) CONTAINMENT N wC. LOADING/UNLOADING DOCK ., N /2° 55' 44" E BERM I� �14_5
% 3823' 276.78' �- N 87° l6' 30"W I I
a. CONCRETE PLATFORM: 40'x300' ( IN FEET) I _ _
b. SHEET PILE BULKHEAD: 397 LF (WATERFRONT 300', RETURN WALLS 97') 5 /6° 00' l5'W
1 inch = 100 ft. 4.00'
D. BARGE RAMP - � r? o � � -
a. TOTAL RAMP: 80' WIDE x 555 LF �'�r2 2� I I ' I+= JOIANY P. LANE d DAVV ft ROPE d s
b. RAMP IN WATER: 80' WIDE x 205 LF - _ _ _ BRAVE rARA R. LANE ,
i � _ 1/IJ�4 RO{9rE I I
611
E. UPLAND DEVELOPMENT (OTHER THAN LISTED ABOVE) /yam PAREAROPOSED DB 470 P4 17 DB ,I17 f, 5 26 h
a. FACILITY OFFICE: 2,800 SF DAVIDL.LANE ��T^ NIP 62.50' UNDERCUT
TO BE PIN: 6970/840g732
P� 6471D19�287/ I DAV/D h( ROPE
OPE
b. REMOVAL OF 24,887 SF OF EXISTING IMPERVIOUS COVERAGE IN AREAS DESIGNATED. DB /A, PG 1075 0 � 4 ^ DAVID L. LANE d UNDERCUT DOVlR141,/A 650 I
c. CONCRETE UPGRADES AND REINFORCEMENT TO EXISTING PADS. PIN. bg70/0307747 � Q� LEILA LANE PROPOSE© N: ,71 1q 8`D
��ryfi. o��p DB 240, P& 53g GRADE PIN: 6g70/4505757 '
8. PERMITTED MODIFICATIONS: (MODIFICATION #1 AND #2) PIN: bg70/840/774
A. CHANGE FROM HYDRAULIC DREDGING TO MECHANICAL DREDGING FOR AN AREA o g� SECTION "D—
D"
'x470'. THIS CONSTITUTES APPROXIMATELY 31,000 CY OF MATERIAL OF .. U���v�
APPROXIMATELY 200 T
THE TOTAL DREDGE VOLUME OF 98,000 CY. Q HORIZONTAL SCALE: 2'
0
B. RE -CONFIGURATION OF DREDGE SPOIL RETENTION AREA AS SHOWN 9.6 AC. ENTIRELY VERTICAL SCALE: t" ' =20
OUTSIDE AEC'S.CONCRETE
C. RAMP RECONFIGURATION (304'X116') DOLPHIN PILE EX GONG PROPOSED WORKING PLATFORM LEGEND
STEEL MONOPOLE OR
D. RECONFIGURATION OF BARGE MAINTENANCE AREA AND VEHICULAR ACCESS TO LOADING LE OR PIER 4o'x300'
E. ADDITIONAL SHORELINE STABILIZATION BULKHEAD SOUTHSIDE (70 LF) f y�
TIMBER PILE GROUP rr
F. NEW RIP -RAP SHORELINE PROTECTION NORTHSIDE & SOUTHSIDE I I r
G. TWO (2) 4' WIDE GANGWAY FOR BARGE ACCESS 100' BARGE BARGE BARGE BARGE EXISTING ASPHALT PAVEMENT PROPOSED GRAVEL
BARGE RAMP 52.5'x260' S2.5'x260' 52.5'x260- I I 52.5.26C / I
9. PROPOSED MODIFICATIONS: "'
A. PROPOSED 50 LF LOW BULKHEAD WITH A 10 LF RETURN TO TIE INTO THE EXISTING ....... .. .. "'....""'
PERMITTED AND CONSTRUCTED BULKHEAD. _ _ _ __ _ _ _ _ _ _ -' EXISTING CONCRETE PAVEMENT '� �- PROPOSED DEMOLITION
EX15T1N6 _ - PROPOSED �-- - J
B. ADDITION OF A 13 FT BY 13 FT BOAT LIFT WITH A 24 FT X 3 FT CAT WALK AT THE END - = tSko AREA TO SHEETPILE BULKHEAD
OF THE EXISTING PIER. SLOUGHING BE DREDGED �� IN FRONT OF CONC.
BASED ON PC 1, 153D, PC 2, SL 31J AND SLOUGHING1APROPOSED /
® 2.1 PROPOSED WORKING PLATFORM EXISTING GRAVEL -INF- PROPOSED INFLUENT PIPE `0 HYDRAULIC BASIN
10. BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN B GRADE 0 -12' GRADE 0-12'
FIELD SURVEY BY QUIBLE &ASSOCIATES, PC DATED 08/12/15. PROPOSED �? o� WATER DEPTH SOUNDING
AREA TO -EFF- PROPOSED EFFLUENT PIPE = c 4+ HYDRAULIC BA ti
11. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES. BASED BE DREDGED (BASED ON NWL)
ON COMMUNITY CID NO.:370301; PANEL 6960; SUFFIX L. "A —A" SECTION "B—B"
(MAP NUMBER 3720696DOOL) EFFECTIVE DATE: 08/03/2009. -- PROPOSED LIMITS OF DISTL ?AtiCE
SECTION
HORIZONTAL SCALE: 1"=100' HORIZONTAL SCALE: 1"=100'
12. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, VERTICAL SCALE: 1"=20' VERTICAL SCALE: 1"=20'
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.
Know what's below.
Call before you dig.
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY 1S 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.
SEC 2 8 2 01
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coMMlssloN N0P 15055
DESIGNED BY BDR
DRAWN BY
JMH JTM
CHECKED BY
BDR
ISSUE DATE
09 10 15
SHEET NO.
�OF 1 SHEETS,