11-16 Minor Mod 2017 Stevens Towing Company Oversized Plan

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CONCRETE
RETAINING
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PROPOSED DREDGE DEPTH
ADJACENT TO BULKHEAD
SHEET PILE BULKHEADS 110.00'1 65.15'
X-i5oo' x-13.00' x-13.o0' J
VICINIT)' MAP I .00 -q.0)9' �-6.00' HORIZONTAL SCALE: 1"=30' f
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Soo' DB 354, PG 37,3
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- DOLPHIN PILE (TYP.) f \ / 79� � : •....-.,;•.. ,v...... .............. ....... ....... .......... �
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I MOHAMMAD M. ALVADALLAN
O x-l3.o0' x`-, �i � � STEEL MONOPOLE OR 4' GANGWAY / /
P _5� . - _ TIMBER PILE GROUP ° / s ~;
x 65 PIN: 6g7O1g5i8g36
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PROTECTION
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:}: - - EDE-NTON RIVER, LLG MOHAMMAD ANLADALLAH
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x � � PIN: 6g70/8414355 �� � :r � PIN: 6g70/g5178g0
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T Y SE- �1 O' x-4.2 ' 400' x 3 x- ��x_�z i- GRAVEL ACCESS - r r
' USE) osn STRUCTURE
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! ® ®— BARGE ,'I / o / O I a CONCRETE TO GURRENT4Y` 1/SE17 E F I '
BOX GUT B 12 �.� ® (EMERGENCY U E) < z J ' 1 BE REMOVED FOR GRAIN 5TORAGE r 1
I ' � Sf GEMCY U ®�� ', t" t p r r <: L - � 102000 5F
DREDGE LIMITS �... SE) ' `DR•i-'�- ,- I
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x t, ` O'GR 3 a\o ; n - PROPOSED 40 4
x-550' w, CONC. ACCESS �' =. +� '� <c DREDGE SPOIL o
/ DREDGE TYPE LIMIT CD x
�+ I + +GRAVELED EXI5TING CONCRETE PAD •'.' ` ': ', :: _�� AREA (9.6 AC) r
x 5.00' WEST HYDRAULIC DREDGE Q,
EAST MECHANICAL DREDGE ' a? ) ' (RE5URFAGE d STRENGTHEN r
x-5.00 SHEETPILE BULKHEAD / o ACCESS r , lS� O
X / IN FRONT OF CONC. o FEND SHEETPILE SHEETPILE RETAINING WALL ,' s / f r r r
xWORKING �PLATFORM ad.�' = BULKHEAD AROUND RAMP PERIMETER ti - a r,
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l' ��600' ��'� }-3,00f ON WHEELS (TO ENCASE N 2 Q)
/ �5.75' ,..:, i ' ACTIVE WORKING EA) BE REMOVED O
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l BARGE MICHAEL. D. NIXON d
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sp x- 77-7 BOX SCUT CONCRETE a 1' < ' + MAINTENANC . ' r �( r DB l88 PG Sq
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DREt3GE'UMJTS�� BARGE RAMP
x-4.75 PROPOSED _
� p-' ... r xr<F � � WATER TIGHT GATE � r
-T� BULKHEAD.,.r� & TRENCH DRAIN <v
4.50 _ 70LF , a ,.-.- PROPOSED 30 r r
PROPOSED I_
/ : I f BARGE o WINGS GRAVEL ACCESS
TIMBER x-3.5o' x-i.0 - - 'i RIP -RAP
/ l GLIDE PILE i I _ 304' 20'x172' PIPING o __
1 _
(TYP.) �cR 5 � Tp• 3ASIN�.
/ INF 30> i 3 ` , _ _ 330 'J ' r
INF - l r
/ , PROPOSED RIP -RAP ,PROTECTION sync _ _ CONCRETE TO r
-P.00' I TANK - - BE REMOVED r SLOPED BOTTOM DREDGING ALONG
3.00' NOTES:
x 1. CURRENT OWNER: EDENTON RIVER, LLC w SHORELINE ADJACENT TO ROCK WORK t ►Nr"��_ l r
x-0..0: 2022 SHIMER DRIVE 1, ' Ex 5EPrIG <c r
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JAMESTOWN, NC 27282 , (; ` E ' _ / TAlar INF
30'GANA t ( i r EFF\ I INF OUTSIDE SPOIL-/ SPOIL
APPLICANT: STEVENS TOWING CO VE6ETA7ID
ATTN: SIMON RICH, HI, GENERAL MANAGER `` i BVIFER �_ i BZ� /� L TANK ST px la1rlP� E EFF d RETENTION BERM #
BASIN 3
401 EAST CHURCH STREET r , coNc r srAA�n �^ ' NIF
PEGGY JOYCE BA56 PE155
EDENTON, NC 27932 , ' ` I `I3I 1 I!
t t : ar -_ r DB 120, PG 2qq n\
PIN: bg701g5/6270
2. PIN: 6970-1841-4355 `7�- Oo o8A2/i� ' i',! 1 / CONCRETE TO C ^"�
3. RECORDED REFERENCE: DB 378, PG 803; PC 1, SL 153D & PC 2, SL 31J 5.00 x-4�- I stiEL BE REMOVED l r r j�i
ti
x-4.50--+-�_ I INF50,
ILTRATION I- 7 _ _ / - - - - - - -�
4. PARCEL AREA TO SHORELINE = 2,087,490 SF / 47.92 AC �.GO' ter- BASIN FOR FILTERED ® ' r
PARCEL AREA AS PER PLAT = 2,080,947 SF / 47.77 AC v � Z O'/762' ! \_ WASH DOWN WATER
5. PARCEL IMPERVIOUS COVERAGE: TO BE USED FOR ` -a ®� ♦ \
- _ - - -WASH CON N _SOUDS
CONTAINMENT / / i ®� ' r \
EXISTING = 471,362 SF (22.587.) 75'AEc 35212' �� — — _ — GRAVEL 'TO / � � '
DEMO = 57,412 SF BE REMOVED -/ / r
— NS/'4/'Gq.H — LIMITS OF
PROPOSED = 61,131 SF — — — — _ — — DISTURBANCE
TOTAL = 475,081 SF (22.76%) (3,719 SF NET NEW COVERAGE) i — —�— — _ — — — FotL oENE�gLLy 29.13 AC
IMPERVIOUS COVERAGE WITHIN 30' BUFFER = 13,393 SF (39.2%) NIP
IMPERVIOUS COVERAGE WITHIN 75' AEC = 23,520 SF (27.6%) ARA D. LENNON
---- �_��
'MARY L. FRl51NA ~ N/F � IIy'• A _ / /'
6. TOTAL LAND DISTURBANCE AREA = 28.63 AC DB 357, P6 475 AMANDA L. BRITTON �0 - - _ - - � N7 PG2, SL 3//�
TT�� SCALE
� A �+ PIN: bg70/6318061 DB 200, PG q27 a lJ/F - / '
7. PERMITTED WORK UNDER CAMA MAJOR PERMIT 11-16: GRAPHIC SC ALE PIN: 6g7016400g68 � m /VIRGINIA G. DAMS d - - - _ _ - � N/P
A. DREDGING TO -12' CONTOUR (RELATIVE TO NWL) NIF 5 0 / GHE5TER H. DAV15 - - /26767,
a. AREA 378,377 SF / 8.69 AC 100' 0 50' 100' 200' AMANDA OB .BRIG 4! 2°� 5 DB 436, P& 163 — -_ 4/ ` J DDB 126, PAVID R. 6 5ER
5'B AIH ARENT o N 8/ >
b. APPROX. VOLUME: 98,000 CY 67.00, 83' 47'40.tc PLAT 6AP PIN: bg7018402gg5 z � _ _ — Oq°{y PIN: bg7019506g25 r r
PIN: 6g70/830gg7q PROPOSED m o
c. HYDRAULIC DREDGE SPOIL RETENTION: 8.0 AC A0.00, DREDGE SPOIL m - - - -
B. BARGE FLEETING AREA CON-AINBERM o w _ - _ -
a. of
(12) DESIGNATED FLEETING AREA LOCATIONS N l2° 55' 44` E - N w
b. (1) BARGE LOADING/UNLOADING LOCATION ( IN FEET) 3823' 276.78' N87' /6`3O"{Y BERM 12 5'-
c. (4) TRANSIENT TUG BOAT TIE-UP LOCATIONS (AT LOADING DOCK) 1 inch = 100 :it. 5 lb. a-?' 15",W �~
C. LOADING/UNLOADING DOCK 4'� _
a. CONCRETE PLATFORM: 40'x3OO' ' �' P.
JOHNNY P. LANE d DAL7D NI. R'OWE d r
b. SHEET PILE BULKHEAD: 397 LF (WATERFRONT 300', RETURN WALLS 97') _ _ _xlsnu6 TARA R. LANE /
D. BARGE RAMP
RGINIA !<,OINE
a. TOTAL RAMP: 80' WIDE x 555 LF %' DAVIE' L.L. LANE ^ 62.50' 6RADP PROPOSED DB 260 P4 q7 D6 231, M 2e NIP r r
b. RAMP IN WATER 80' WIDE x 205 LF V v�^ R A L.
r�UNDE TO BE PIN: 6g7018409732 PlN bg70lq.'X7267/ / DAVID 6N ROdYE d
DB lA, P6 /075 UNDERCUT
PIN., 6170/63307747 v QU` D LEILA LANE d PROPOSED
OOF
E. UPLAND DEVELOPMENT (OTHER THAN LISTED ABOVE) ,y DOVIR141, 7 e5O
�t- N DB 240, PG 53g GRADE DB i4/, PG 850
a. FACILITY OFFICE: 2,800 SF �` `r ^^0 P1N: bg701640/774 PIN: bg7OM505757
b. REMOVAL OF 24,887 SF OF EXISTING IMPERVIOUS COVERAGE IN AREAS DESIGNATED. �f m '
c. CONCRETE UPGRADES AND REINFORCEMENT TO EXISTING PADS. - �\ Q�OQ��b b SECTION "D—D"
U ��
8. PERMITTED MODIFICATIONS:(MODIFICATION#1) HORIZONTAL SCALE: 1"=100'
A. CHANGE FROM HYDRAULIC DREDGING TO MECHANICAL DREDGING FOR AN AREA VERTICAL SCALE: 1"=20'
APPROXIMATELY 200'x470'. THIS CONSTITUTES APPROXIMATELY 31,000 CY OF MATERIAL OF PROPOSED CONCRETE
B. RE -CONFIGURATION CONFIG RATION OFF DREDGE SPOIL TOTAL DREDGE VOLUME OF O RETENTION AREA AS SHOWN 9.6 AC. ENTIRELY STEEL HMONOPOIN PILE LE OR PIER Clow WORKING PLATFORM
0*3OO' (� LEGEND
OUTSIDE AEC'S. UMBER PILE GROUP /_
9. PROPOSED MODIFICATIONS: 100' BARGE BARGE BARGE II BARGE EXISTING ASPHALT PAVEMENT PROPOSED GRAVEL
A. RAMP RECONFIGURATION (304'x116') �ARGE RAMP 52.5'x260' S2.5'x260' S2.5'x260' (( 52.5'x260' L.. _ .. J
B. RECONFIGURATION OF BARGE MAINTENANCE AREA AND VEHICULAR ACCESS TO LOADING
C. ADDITIONAL SHORELINE STABILIZATION BULKHEAD SOUTHSIDE (70 LF) _ J EXISTING CONCRETE PAVEMENT I PROPOSED DEMOLITION
D. NEW RIP -RAP SHORELINE PROTECTION NORTHSIDE & SOUTHSIDE - - - - - �X/5Aik5 - - - - - _U - PROPOSED
E. TWO (2) 4' WIDE GANGWAY FOR BARGE ACCESS AREA TO SHEETPILE BULKHEAD - J
SLOUGHING SLOUGHING BE DREDGED�� IN FRONT OF CONC.
10. BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN BASED ON PC 1, 153D, PC 2, SL 31J AND 0 2:1 \ _ PROPOSED ! 0 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 0 -12' L - J
11. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES. BASED AREA BE DREDGED
3� WATER' DEPTH SOUNDING
(BASED ON NWL) -EFF- PROPOSED EFFLUENT PIPE FROM HYDRAULIC BASIN
ON COMMUNITY CID NO. 370 01; PANEL 6960; SUFFIX L. ft ` /� /� ,{ AA
"'r
(MAP NUMBER 3720696000L) EFFECTIVE DATE: 08/03/2009. SECTION �jN -A SECTION B—B
PROPOSED LIMITS OF DISTURBANCE
12. THIS PLAN SUBJECT TO ANY RACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, HORIZON IAL SCALE: 1"=100' HORIZONTAL SCALE: 1"=100'
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH. VERTICAL SCALE: 1"=20' VERTICAL SCALE 1"=20'
4+00
EXISTING GRADE
— — — — — — —
3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
1 1 I I I
.-BARGE
12' I I _— -- --- - -----/ %
4' BLOCKS-/ EX/5T11056RADE
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WINCH
228.81'
SECTION "C— C"
Know what's below.
Call before you dig.
01
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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LEGEND `
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F" EXISTING ASPHALT PAVEMENT PROPOSED GRAVEL \352./2 335r�f ' _„ `— — _�_'`�� , / \ J' I / J) /
\ —_
8 ° 4/��` ` „ „ 1:
I�,,,,,,,, _` — — —I h� — — — — DIRE \, , „ ! �_
LI PROPOSED DEMOLITION _ — _ —
EXISTING CONCRETE PAVEMENT i — D1e/
1 J, J J
\` �L_ — — 4:,. r\ 22--?3-�4� - / TER BERM L, \ J
WF _ — — — — -�-�.�
PROPOSED PERIMETER J
Af�BARA D .°"A+NON ; — _ — — — — \ / / HEIGHT = t8 FT. ` ` \ v 1
EXISTING GRAVEL y„ ; EXISTING FIRE HYDRANT ,WRYL FR151hll , NIP u4 `, — — — _ — — \ / / SIDE SLOPES = 4:1 `` �-.
DB 357, PG 475 AAIANDA L. BRITTON ; c. — — — — — / � , ., J '
1 /
EXISTING CONTOUR EXISTING FIRE DEPARTMENT CONNECTION PIN: 697ota3/e061 DB208, P6 927 ;r iJ/F — — — — — — _ _ — _ _
P/N: 69700400466 ry (VIRG/N!A G. DAMS d
/ ` J DAVID SAW1�R I
N/F ° Gl/ESTER M. DAV15 — /267. .
DB /26, PG 37
11
_ _ P/N: 617019.506925 J J
`; `AMAtJDA L. BRITrON '` 82° 25'25°� /ipPARgfr OB 436, PG 163 — — _ — — — _ 67 N 6/° 4/' pq"W
%
DB 367, P6 4/ 67 5 a3° 47' q0"E PLAT 6AP P/N: 6970/8402995 .<,
EXISTING GAS LINE I
—�10-- PROPOSED CONTOUR PIN: 6970/a309979 NMI-
I/OOO _' " — J ?� s a
r1 N /2° 55' 44" E _ — — _
-00- EXISTING SPOT GRADE EXISTING GAS UTILITY 36.23' 276.78' N87° ld'30"lN _ — — _ — —
5/6100,15,W _ _
.r1'' 4.00' — � _
-P LANE DAVID _ _ — — —' J Know what'sbelow.
�, 11
TARA F- LAtE OR61MIA R #,
WF DB 260, PG 937 / l 1
.."" DAVID L. LANE N,F PIN: 6970I6409732 PI9B .2 70/ 7/ DAVID /K ROPE J Call before you dig.
DB /A, PG 1075 N N DAVID L. LANE $ / V1RG/NlA ROPE I
{� \ DB 141, P6 eW
I P/N: b970/8307747 ,� y �� �� LE/LA LANE PIN: 6470/9505757
NOTES.P6 Wq /
1. OWNER: STEVENS TOWING CO \ �_qT ,k, PINS.• 6 00401774
ATTN: SIMON RICH, III, GENERAL MANAGER
v /
401 EAST CHURCH STREET y T
EDENTON, NC 27932 �\ � \ `\�""�- U�`�' ��'/ I I GRAPHIC SCALE
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
5. BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN BASED ON PC 1, 153D, PC 2, SL 31J AND
FIELD SURVEYS BY QUIBLE & ASSOCIATES, PC DATED 08/15, 06/16 & 08/16. VERTICAL
DATUM BASED ON NAVD 88.
6. PROPERTY IS LOCATED IN NFIP FLOOD ZONES AS SHOWN AND SUBJECT TO CHANGES. BASED
ON COMMUNITY CID NO. 370301; PANEL 6960; SUFFIX L.
(MAP NUMBER 3720696000L) EFFECTIVE DATE: 08/03/2009.
7. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS,
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.
N��_..E ^f`HI a C ,I�����r'� S PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION,, SALES OR CON�r E ,ANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
REPRESENT ;YA C0k,4PLETE ACCURATE SURVEY A,VD IS NOT
�::E.RTP-JET BY A LICENSED PROFESSIONAL LAND SURVEYOR, ALL INFORMATION
`b \ N TINS CC}C• Io E::N"r IS S ar.,,.'ECT TO ANY RECK.11�� MENTS BY ANY
REGU,..�AT `RY AGENCY, ENTITY OR ,*��'T"" RITY.
a �I L & ASSOCIATES, C I,�ATE S 1". ,_. DOES NO GUARANTEE TIME :ACCURACY OR THE
COMPLETENESS OF ANY IM=� �` =A`I M IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR O ISSION OR ANY LOSSES OR OAM;AGES RESULTING FROM THE
USE. OF TI.IS INFORMATION.
100 0 50 100' 200,
( IN FEET )
1 inch = 100 ft.
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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COMMISSIDN NO.
P15055
DESIGNED BY
MWS
DRAWN BY
JMH BKH
CHECKED BY
MWS
ISSUE DATE
07 14 17
SHEET NO.
`�F 1 SHEETS,