11-16 Renewal 2018 Stevens Towing Company Oversized Plan

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8+00 7+50 7+00
PROPOSED DREDGE DEPTH
ADJACENT TO BULKHEAD
6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50
PROPOSED GRADE EL.
CONCRETE
%RETAINING
WALL - - -
V NL EL 0.01 � / -4'
'F - -
SHEET PILE BULKHEAD-'--- 110.00' I 65.15'
EXISTING GRADE
- - - - - - - -\ - - - - - -
228.81'
2+00 1+50 1+00 0+50 0+00
BARGE
330.00'
4' BLOCKS 6FZ4AE
WINCH
- SECTION „C_ C"
VIG/N/TY MAP I —
�r� HORIZONTAL SCALE: 1"=30' NIP RAKMOND I /
9 ; NI DB 354, P B 73
' \ N
PIN., (7g700042g3g2 Q
i JJJ
r=IIZNI ZONE Q ,
I I f. II AE (EL.7) Y
15' RIPARIAN CORRIDOR
742.74'
f�
- - - - - - - - - - - - - - - - - _ _ _ _ _ _ -- -------645F_ 14- - - - - - - - - - - - - - - - - -- -56°2„060 _
kELL N64_a_21„E
0U \
---�
BARB PROPOSED—X� f a - 24632 (Tt
BARGE TYP.} / / OFFICE ,s -
1 260' x 52.5' / ' l l / -y. ,D.
�
EX. PILE
r�
i. _
MARKItkS / {-�" 7i"``
1 , ,s 1 /
BOX CUT PIPE
BOX t� r - - - I
110' DREDGE / � '-O' GAl7A If
ll
PERMITTED _ LIMITS / 0 i VEvFTATjED I
13 FT X 13 FT DOLPHIN PILE (TYP.) - _ N/P
BOAT LIFT WITH d `-` -T= - 4' GANGWAY /STEEL MONOPOLE OR NPL / L - -
. 3
If
24 LF X 3 FT - - _ TIMBER PILE GROUP / I MOHAAD2 PAINADALLAN
Ex - a - PIN. 6g70/g516g36
08/l2/l5 / /
M- - _ I / SHORELINE AD i/S7MENT I
CAT WALK ®� _ HOlX�E BASED ON EROSION (03/05/20/6) / / T� I 4' GANGWAY; �- - - • �xisr/ACs�/� Q , EK 57Ea , . / I = e
5NgT PILE r—
( PERMITTED LOW BULKHEAD
_ETTIES �\ 50 LF WITH 10 FT RETURN
1 BEGIN SHEETPILE � DESIGNATED SEPTIC i3 �. - = a
1
BARE 3 e BULKHEAD DRAINFIELD AREA I
•
%BAR,G^E �}. , r _ fi, ,...R;1 WITH REPAIR -� I —
g�r
i-RAP (SUBJECT TO SPOIL F
PERMITTED PROTECTION - r �� w ARHS REVIEW BASIN#1 I
BARGE
N/Eff
BARGI& � 200' � _ ",.'. � .. " . � � _.•. ;:.•:: •::::: •• r..•:,.., . ........ - -� I EDENTON RIVER, LLG x I MOHAMMAD M. AWADALLAH
_ `; :r
� ,. ,.••' � .,,2•°.>�'�-;'rp�- - DB 376, PG 803 - � DB 432, P6 6/6
_ .. I - PIN bg7o164/4355 P/N: 6g70/g5/76g0
E.1 n '- r- BARGE 71.; I _ ONE , I <C I It
—
Z� PROP .1 40°».. = I I
G�ICY USE) c i I GRAVEI. ACCESS CONTROL
' 1 T _ -
�� I I STRUC IUREt� I
/ k ., ..r...,.... ' ° `, -... EXISTING BUILDING
BARGE 11 I 1� CONCRETE :T0 , I �. WITH S IOP LOGS � I
s r EERGE _ a NCY U
cl"
- - O + :BE� »REM(3VED : GURRENT Y USED ;
g'.` I I FOR GRAIN TORAGE F I
Box cur - /(SMPERGENCy s �E) / r , L _ IOo o SP
DREDGE LIMITS / IUSE) I , Kl: -I ,00 I IJ/P
- s
AT -12' DEPTH $ g. '.' + I ` ° ' EXlSTINGBUILDINr _ M �.. AEL D. NIXON d
I BARGE 1 B ml „ g. l'j K (TO BE RESTORED) ITI ® ® ,� �� I I AMY T. NIXON
;.1 ffi a
r r , BARGE �- �. - I = I Cal ,.... �,: -�-- rB .` ,�' - - - =:.s`-. I I ''.I I y'
l FLEETING _ p'E) ' �1u '� emu. I I - Pl g70/95/7665
AREA _ I '
PERMITTED 40 i POSSIBLE
/ , I DREDGE TYPE LIMIT" , Ft I GONC ACCESS _ - I I I = DREDGE SPOIL I ;
WEST HYDRAULIC DREDGE PERMITTED Ex1/ma6 I �� AREA (9.6 AC) I
I EAST MECHANICAL DREDGE I :'.:I GRAVEL fA'E5l1Rl4GE E STRENITH I I
SHEETPILE BULKHEAD " d. 1 1 I ACCESS I
IN FRONT OF CONC. '«,� r, ate'., " = _ <r � D ■ I ' � �
WORKING PLATFORM ENOSHEETPILE SHEETPILE RETAINING WAIL _- I I p a I - -\
/ I _ RAMP PERIMETER
BULK�AD _ I
ROUND
C VINYL ENGL OSURE
J P = d SPOIL 1
CONCRETE, a - --ON YFI ELS (TO ENCASE _ DJ O 1
�- BARGE RAMP' - I ACTIVE WORKING AREA) ' CONCRETE TO = �` t `v""`- BASIN#2 I I
k'r`;' BE REMOVED I N/F I Z, 7- 1
:.R �Y--g .# L i BARGE j - M/GHAEL D. NIXON d o
S 8px CU I PROPOSED c'.f-• •. eti..1 =1ulAtNIENANCE . r
DR � I GUIDI'= PILING I}: = _ BAY- I -
I AMY T NIXON
EDGE Lt �_ a .. , . DB 16.g PG 6q} O `
GR 6 MITS a RELOCATION = _ T, q P . 6g70195173Iq ` >
r "
_ (TYP) WATER`-T QI: GATE <c II CS
I , 11 tiF �9 Iff,', '• p` r J.•`a c�"�' 4;! F:� &.'T•.>. ENCH= DRAIN
,
_�.
PERMITTED 30'
RRGE INCH
IGRAVEL ACCESS
PROPOSED RIP -RAP,
20'x172BULKHEAD PIPING
I
'
r
T = �� I ��
.r.R- _ - �- TO BASIN ,_ H
NOTES: ` 1 � 7oLF 9 � �I / - � - _ .
1. CURRENT OWNER: EDENTON RIVER, LLC -
2022 SHIMER DRIVE 1 INF 3t?' `` -' - - . Mum
■w� i
JAMESTOWN, NO 27282 PERT ITT`D RIP -RAP PROTECTION Ex sePnG I
INF .. o CONCRETE TO s I
SLOPED BOTTOM DREDGING ALONG 1- _--__LTANK =' BE REMOVED Atie
APPLICANT. STEVENS TOWING CO "+, SHORELINE ADJACENT TO ROCK WORK = INF - �- Ex Gone
EFF s
i 1
ATTN: SIMON RICH, III, GENERAL MANAGER
' 9 � � m u ~-
401 EAST CHURCH STREET ' - _ , E,, EX. SEPnc_-
EDENTON, NO 27932 �, G/ r2a SPOIL h - rA�� I N3
VE&ETAr© I l ' C`� EFF - "� INF- / �� OUTSIDE SPOIL I
BASIN 3
2. PIN: 6970-1841-4355 ' I f`'� EX. STORAGE` EFF----��EFF 7 RETENTION BERMe # I, I
`_„ TANK EX PIMP : /
NIF
3. RECORDED REFERENCE: DB 378, PG 803; PC 1, SL 153D & PC 2, SL 31J 5ALARranoN PE YJOYGEBA55l^F155�
T' i � � II T DB 120, PG 29q j\
4. PARCEL AREA TO SHORELINE = 2,087,490 SF / 47.92 AC Ncti I J P1N 6g70/g516270
I\ - 1 I
PARCEL AREA AS PER PLAT = 2,080,947 SF / 47.77 AC O6A215 I i Ex = CONCRETE TO
I I HELL "' BE REMOVED.
5. PARCEL IMPERVIOUS COVERAGE: INFILTRA
/( -.x
TION , :� 1-
EXISTING = 471,362 SF (22.58%) ! ---�f BASIN FOR FILTERED x ° I e. M,: ... � . u 9 / I
41
DEMO = 57,412 SF 17.6.2 i WASH DOWN WATER ___ I I
PROPOSED = 61,131 SF r _ TO BE USED FOR"° - /
°..,: B '.
' z l
TOTAL = 475,081 SF (22.76%) (3,719 SF NET NEW COVERAGE) ~..34
_ _ WASH DOWN SOLIDS -v ` I
75'AEG 3$2/2, - CONTAINMENT GRAVEL TO u
BE REMOVED
IMPERVIOUS COVERAGE WITHIN 30' BUFFER = 13,393 SF (39.2%) - - -° W _ LIMITS OF
IMPERVIOUS COVERAGE WITHIN 75' AEC = 23,520 SF (27.6%) _ / D/RT DISTURBANCE
` _ _ _QLLo 29.13 AC
6. TOTAL LAND DISTURBANCE AREA = 28.63 AC
7. PERMITTED WORK UNDER CAMA MAJOR PERMIT '11-16: igARBARilk D ION - - -
A. DREDGING TO -12' CONTOUR (RELATIVE TO NWL) MARYL. 1T2/5/I�4,.. N/P r�% ;y' - 20'A'1PTP
a. AREA: 378,377 SF / 8.69 AC ` DB 357, PG 47 AMANDA L. BRITTON�
b. APPROX. VOLUME: 98,000 CY c PIN.• 6g70/6316061 DB 20A PG q27 = V / N/P /
c. HYDRAULIC DREDGE SPOIL RETENTION: 8.0 AC GRAPHIC SCALE ALE PIN.• 6g70164O0966 ro �VIRGINIA G. OAV15 d - - - _ _ / I N/P
I ry GHESTER H. DAVlS 1267. J DAVID R. 5AkIll I
B. BARGE FLEETING AREA 562° l 67'
�'y4MA1JDA L. BRITTON 2g -L DB 436, PG 163 - - _ DB 126, PG 37
a. (12) DESIGNATED FLEETING AREA LOCATIONS 100' 0 50, 1 DT 2DO' DB 387, PG 4l E 5 63° `{7' 40„F APPARENT h - - _ _ _ 1✓ 61° 4/' .W I
b. (1) BARGE LOADING/UNLOADING LOCATION PIN 6g7o1630997g 67,E PLAT 5AP PlN 6g70164029g5 PROPOSED a _ _ PIN: 6g7o19.06925
c. (4) TRANSIENT TUG BOAT TIE-UP LOCATIONS (AT LOADING DOCK)DREDGE SPOILEmm
C. LOADING/UNLOADING DOCK /%` N 12- 55' 4¢" F CONTAINMENT N w
276.76' BERM --
a. CONCRETE PLATFORM: 40'x300' ( IN FEET £ "-23' �- N67° 16'30-pv 12'5'
b. SHEET PILE BULKHEAD: 397 LF (WATERFRONT 300', RETURN WALLS 97') 5 160 00,15. AV
D. BARGE RAMP 1 inch = 100 ft. �„ Awl
a. TOTAL RAMP: 80' WIDE x 555 LF
b. RAMP IN WATER: 80' WIDE x 205 LF �2 Z� NF
JONNNY P LANE $ / DAVID N ROPE
E. UPLAND DEVELOPMENT (OTHER THAN LISTED ABOVE) NIP_ _ _ _ Fx/sr/Ms TARA R. LANE VIRG/N/A ROV>•E r
a. FACILITY OFFICE: 2,800 SF+ PROPOSED DB 260, P6 937 0
- DAVID L. LAtE 62.50 DB 231, PG 46q N/F
b. REMOVAL OF 24,887 SF OF EXISTING IMPERVIOUS COVERAGE IN AREAS DESIGNATED. v�>, lJ/P ___-----AREA TO BE PIN,. 6970/6409732 PIN, 69701g267/ I DAVIDYJ ROlNE d
a CONCRETE UPGRADES AND REINFORCEMENT TO EXISTING PADS. DB lA P6 /075 UO DAVID L. LANE d UNDERCUT
PIN.• bg7o163O7797 �' VIRGINIA ROWE
j l LEILA LANE PROPOSED'
8. PERMITTED MODIFICATIONS: (MODIFICATION #1 AND#2) i >\. �� DB 240, P6 534 GRADE DB 141, 650
A. CHANGE FROM HYDRAULIC DREDGING TO MECHANICAL DREDGING FOR AN AREA 0 q�rynO P!PIN,697016401774 » P/N. 6g7oIq5J5757 J
APPROXIMATELY 200'X470'. THIS CONSTITUTES APPROXIMATELY 31,000 CY OF MATERIAL OF ��p� 0 SECTION D—D (r
THE TOTAL DREDGE VOLUME OF 98,000 CY. 6 Q� ��
B. RE -CONFIGURATION OF DREDGE SPOIL RETENTION AREA AS SHOWN 9.6 AC. ENTIRELY HORIZONTAL SCALE: 1"=100'
OUTSIDE AEC'S.
C. RAMP RECONFIGURATION (304'X116') VERTICAL SCALE: 1 =20
D. RECONFIGURATION OF BARGE MAINTENANCE AREA AND VEHICULAR ACCESS TO LOADING PROPOSED PLATFORM
Know What�S below.
E. ADDITIONAL SHORELINE STABILIZATION BULKHEAD SOUTHSIDE (70 LF) STEELMONOPOLEOR � WORKING P O'•x3OO' �01 LEGEND Cali before you dig.
F. NEW RIP -RAP SHORELINE PROTECTION NORTHSIDE & SOUTHSIDE TIMBER PILE GROUP �l
G. TWO (2) 4' WIDE GANGWAY FOR BARGE ACCESS
0U. BARGE BARGE BARGE BARGE EXISTING ASPHALT PAVEMENT PROPOSED GRAVEL
9. PROPOSED MODIFICATIONS: _ BARE RA�1P 52.5x260 5T5-x260' !215x260 1 52.5x260
A. PROPOSED 50 LF LOW BULKHEAD WITH A '10 LF RETURN TO TIE INTO THE EXISTING ...... ...... ...... ..... . a _
PERMITTED AND CONSTRUCTED BULKHEAD.
B. ADDITION OF A 13 FT BY 13 FT BOAT LIFT WITH A 24 FT X 3 FT CAT WALK AT THE END
-
- - /
_U -
PROPOSED -
-_
�s
L
EXISTING CONCRETE PAVEMENT
PROPOSED DEMOLITION
OF THE EXISTING PIER.
f6RAVE
�1
-
-
-
L
AREA TO
BE DREDGED
SHEETPILE BULKHEAD
IN FRONT OF CONC.
V
W-Lj
SLOUGHING \
SLOUGHING
,
10. BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN BASED ON PC 1, 153D, PC 2, SL 31J AND
0 2:1J
PROPOSED
/
O 2:1
PROPOSED"
WORKING PLATFORM
_
EXISTING GRAVEL
-INF-
PROPOSED INFLUENT PIPE TO HYDRAULIC BASIN
FIELD SURVEY BY QUIBLE & ASSOCIATES, PC DATED 08/12/15.
GRADE 0 -12'
PROPOSED
GRADE ® -12'
11. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES. BASED
BEEDREDGED
�°
WATER DEPTH SOUNDING
—EFF—
PROPOSED EFFLUENT PIPE FROM HYDRAULIC BASIN
ON COMMUNITY CID NO. 370301; PANEL 6960; SUFFIX L.
ON NWQ
(MAP NUMBER 3720696000L) EFFECTIVE DATE: 08/03/2009.
/�(BASED
SECTION»A-A
SECTION PPB-B)p
12. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS,
HOR'7J14rAL SCALE: 1"=100'
HORIZONTAL SCALE: 1"=100'
—'-D—
PROPOSED LIMITS OF DISTURBANCE
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.
'DER -,=AL SCALE: 1"=2V
VERTICAL SCALE: 1"=20'
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COMMISSION NO.
P15055
DESIGNED BY
BDR
DRAWN BY
JMH JTM
CHECKED BY
BDR
ISSUE DATE
09 10 15
SHEET NO.
k.OF 1 SHEETS