11-16 Minor Mod 2021 Stevens Towing Company Oversized Plan

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VICINITY MAP
NW E: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE do ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
N/F
RAYMOND M. BUNCH
PAL DB 354, P6 573
PIN: 697000429392
oe�r2�s
15' RIPARIAN CORRIDOR 5 68° 34' 03" E ---- 742.74'
'+'�
r
LEGEND
EXISTING ASPHALT PAVEMENT PROPOSED GRAVEL
EXISTING CONCRETE PAVEMENT I PROPOSED DEMOLITION
_ J -----j
1At1 2 3 rW
EXISTING GRAVEL -INF- PROPOSED INFLUENT PIPE TO HYDRAULIC BASIN
30o WATER DEPTH SOUNDING -EFF- PROPOSED EFFLUENT PIPE FROM HYDRAULIC BASIN
(BASED ON NWQ
DYE — —
PLANT ROAD
i,
� � • , � 568°42'l5"E --� 1047.60_.._.._.._.._.._.._.._.._.._.._, Ng4°21'2t
_ °
EX.
SR 1220 60' )RIH
PROPOSED
1. II OFFICE
a USE BARGE (TYP.) 1 i 75 AEc , I
260' x 52.5'
EX R0�
PROPOSED I' l/ W'CA,1A , , a F � � � �� i•�iii ®® ® � I
EX
HA 45 LF W/ 4
RQEPIPE l VE6ETATEP , 6RAVEL I I
BA ,1; l ft Ih12 FT WIDE �. I I 1
BOX CUT ! RIP RAP / ,_, % I N/F
y1a. DREDGE REVETMENT /
r LIMITS � , , / 08/72/I5 QQ�. MOHAI�AD M.
PAWADALLAN
PERMITTED _ TY DOLPHIN PILE (TYP.) PROPOSED ex 5TEa /
13 FT X 13 FT STEEL MONOPOLE OR SflEfT PILE � i-miPOSED , PIN: 6970/95/8936
BOAT LIFT WITH Q =' - 4' GANGWAY 40 LF RIPRAP0 BE ��F / II
_ _ - / TIMBER PILE GROUP AROUNDnEX. 42 LF /
24 LF X 3 FT - i--- BULKHEAD WALL V �, I
CAT WALK ~- ®-_ - ' ' - FXrsnnr� p STEEL JETTY (/ PROPOSED / ,' - �' ? ■ m I f
E4GANGWAY ' - v /6e 115 LF
B RGE, ' - _ = - I_t i� ` �PEVETMENRAP 11F i -
_ ICI
1 �I
2 � a �__ -= .`- I yt SMORrLRNEADA/STMENT DESIGNATED SEPTIC GO>JGi I U I 3 0'
GR-2 - _ 25.0' = BA5ED ON ER05ION (03/05/20/8) DRAINFIELD AREA
' BARE 3"-a _.0 WITH REPAIR !_ _ SPOIL I BARGE PROPOSED ' -„- t PERMITTED LOW BULKHEAD (SUBJECT TO ( y I 3ASIN#1
RGE ¢ NEW PILING PERMITTED RIP -RAP t 50 LFWITH10 FT RETURN ARHS REVIEW
(TYP) �' PROTECTION - _ . o N/F I I
1 _ _ � MOHAMMAD M. AIKADALLAH
CR I - - . _ s ELtWON RIVER LLG
BARGE 15 - - - a I I DB 376 P6 603 I I DB 452, P6 We l
200' f car, .. s .. _ .. _ . _ .. _ . _ - _ PIN: 6970/9517890
t . / BEGIN . SHEETPILE - I I I I PIN: 6970184/4355 I \ I
1 `BARG g i
7 I = oI
BULKHEAD ' - &3 ' I I I
BARGE 7 ' ' ' 1 OUTLET Ct�111ROL
I Io P OPOSED 40` — — — — !_— f r — , _ I 1 I
j GAVEL ACCESS: — �1 — 1 I I I i STRUCTURt j .
RETE
USE° o ' I �. 1 I _,-
i I 11_ I EX15TlN6 BUILDlN6 I WITH STOP '._CGS I I
Z ' / > ' GURRENT4Y USED E' F ' l
1 BARGE i - % 'o , c� . / _1 1� CBE CREMOVED � I I FOR 6t?A/N 5TGRA6E I
(EMERGENCY a E) I _-, Y I I I L l00000 5F I i I , I II Ml ANY NIXON
a
BOX CUT NIF
12
DREDGE LIMITS USE) GR-4: I Q a I,` ' 1 --I
I I EXl5TIN6 BUILD1N6 - .�. .� r
,y �W
AT -12' DEPTH m, 3 �,: (TO BE RESTORED) I I I �I �� �: I I 3• DB 188, P6 89
d Q 1 I I I PIN:697019517665
BARGE Z0077 �� 1 �l
, FLEETING c.>, % POSSIBLE AREA m o -I PERMITTED 40' I I t� DREDGE SPOIL
tt CONC. ACCESS I I Ztt AREA (9.6 AC)„ I
/ DREDGE TYPE LIMIT �, ox t I PERMITTED EXl5T1N6 CONCRETE PAD I I I I I I N — — I
73
WEST HYDRAULIC DREDGE GRAVEL (RESURFACE B 5TREN6TtE-V
/ EAST MECHANICAL DREDGE I 1
SHEETPILE BULKHEAD a 1 ACCESS I I
' IN FRONT OF CONC. F-
J SHEETPILE RETAINING WALL
WORKING PLATFORM IEND SHEETPILE - -
BULKHEAD AROUND RAMP PERIMETERct: - I _ _ SPOIL I I N O
VINYL ENCLOSURE F
ON WHEELS (TO ENCASE I - - _ _ �I BASIN#2 ' I
/ CONCRETE s ,.,�. CONCRETE TO I N _ � 7t
� I ACTIVE WORKING AREA) '
PROPOSED BARGE RAMP I i + BARGE BE REMOVED I I Ml AMYT. NIXON D. N O73
/ NEW GUIDE PILING) P '
_ PERMITTED I t I MAINTENANCE I If I PIN: lee, P& 113/4 ` '>
I DB 186, PG 89 ' /� � 1
SOX CUT I GUIDE PILING it =.. , I I BAY I .' J I
DREDGE LIMITS RELOCATION r I f ' r
/ 2
WATER TIGHT GATE
40.0' I I }�• 7 I 1 & TRENCH DRAIN �- PERMITTED 30'
I
I tf PERMITTED BARGE I i t WINCH GRAVEL ACCESS
o •► 1 I I
/
- RIP -RAP PERMITTED i _ 304, 20'xl72' PIPING
BULKHEAD o i
i ` o------_ TO BASIN EX I \
NOTES: cR 70LF I F - 330- i
1. CURRENT OWNER: STEVENS 1oWING CO OF INC, LLC INF 30, L -+- - _ �� ! is ■s
ATTN: SIMOhi RICH, III, GENERAL MANAGER I INF EX. SEPne _ - L CONCRETE TO
125 DYE PLANT ROAD PERMITTED RIP -RAP PROTECTION i / TANK ' -- BE REMOVED
EDENTON, NC 27932 SLOPED BOTTOM DREDGING ALONG 1 INF•--��_- I ��-EX COAL PMLL ` \
N SHORELINE ADJACENT TO ROCK WORK I EFF — INF PRopwE_,, or-F
2. PIN: 6970-1841-4355 EX 5EPnG
L-Z
�'cAMA I �E� TAnk;EFF INF F INF =� RETENTION BEROUTSIDE M BASNI#3
_3. RECORDED REFERENCE: DB 489, PG 692; PC 1, SL 153D & PC 2, SL 31J VE�A7m I / 1
I � a /� � Ex sroRA� Ex. EFF � �I NiF
4. PARCEL AREA TO SHORELINE = 2,087,490 SF / 47.92 AC j 82 STAnoN�
PARCEL AREA AS PER PLAT = 2,080,947 SF / 47.77 AC I I I I• 1 q(,1RN1 I -� ' PEG6� 120E 155 � I
I I ` �
. ` , 1 / - - "�� ' � PIN: b970145/6270
5. PARCEL IMPERVIOUS COVERAGE:_ - -
EXISTING = 471,362 SF (22.58%) I - -
— a3�a✓75 I I � CONCRETE TO / .._ �" `
DEMO = 57>412 SF I I � BE REMOVED
PROPOSED = 61.131 SF I / / ^ - - I '
TOTAL = 475,081 SF (22.76%) (3,719 SF NET NEW COVERAGE) _ / INFILTRATION - -
-�- BASIN FOR FILTERED ` - - - - - - / / / I I ` ! i
SF 39.2% 17;d2, / WASH DOWN WATER TO BE USED FOR4%4�, ' I
IMPERVIOUS COVERAGE WITHIN 30' BUFFER 13,393 ( ) I- - - -
IMPERVIOUS COVERAGE WITHIN 75' AEC = 23,520 SF (27.67)_WASH DOWN SOLIDS
352/2 CONTAINMENT GRAVEL TO _
6. TOTAL LAND DISTURBANCE AREA = 28.63 AC - - - - - - - _ BE REMOVED LIMITS OF
DISTURBANCE
7. PERMITTED WORK UNDER CAMA MAJOR PERMIT 11-16: _ _ - - ;�ojr�' - - 29.13 AC /
A. DREDGING TO -12' CONTOUR (RELATIVE TO NWL) `aa
NIF r - -
a. AREA: 378,377 SF / 8.69 AC �_ - -
b. APPROX. VOLUME: 98,000 CY STEYEN5 TOW/AY' CO - _ 2O' 1i.4
a HYDRAULIC DREDGE SPOIL RETEN1ION: 8.0 AC DB 'J6, PG 372 - _ _ '
�E45EMENT /PG 2, 3/ iJ
B. BARGE FLEETING AREA PIN: 6970/63/806/ AMANDA L. BRITTON - -
a (12) DESIGNATED FLEETING AREA LOCATIONS DB 208, P6 927 ? - - _ / R.
u�' � `VlR6/NIA G DAMS �
J DAVID R. SAWYER
b. (1) BARGE LOADING/UNLOADING LOCATION PIN: 6970/8400968 - - N/F GllESTER N. DAY15 /267.67'
- - -
c. (4) TRANSIENT TUG BOAT TIE-UP LOCATIONS (AT LOADING DOCK) - AMANDA L. BRITTON 5 62°25:25",6 APPAREiJT DB 436, P& 163 - = -N6/° 41'Oq,
C. LOADING/UNLOADING DOCK
a. CONCRETE PLATFORM: 40'x300' PIN, DB 567, P6 4/ 5 63° 47'4O"6 PLAT6AP PIN: 69700402995 - - - _ - 6970/6309979 67,Op'
b. SHEET PILE BULKHEAD: 397 LF (WATERFRONT 300', RETURN WALLS 97') //��'
D. BARGE RAMP N l2° 555 ' ° E ' - -
a. TOTAL RAMP: 80' WIDE x 555 LF 36.23' 276.76'
N67'16'30"W -
b. RAMP IN WATER: 80' WIDE x 205 LF 5 16, 00 " /1 - - - - ,_�
15
E. UPLAND DEVELOPMENT (OTHER THAN LISTED ABOVE) 4.00,
�
a. FACILITY OFFICE: 2,800 SF k-
b. REMOVAL OF 24,887 SF OF EXISTING IMPERVIOUS COVERAGE {N AREAS DESIGNATED. K>AP. LANE d / DAVl17 ROd
RA LAIC YlR6/N/ E
TARA R. A RDNE
DB 126, P6 37
PIN. 697014506425
f
c. CONCRETE UPGRADES AND REINFORCEMENT TO EXISTING PADS. y
� � � DB 260, P6 937 DB 231, P6 464 N/F
8. PERMITTED MODIFICATIONS:(MODIFICATION #1, #2, & #3) PAVIDL.LANE WF PIN:697018409732 PIN697019�2671 ' DAVID{NROi^E
VIRGINIA ROYlE
A. CHANGE FROM HYDRAULIC DREDGING TO MECHANICAL DREDGING FOR AN AREA DUOB 1A, P6 /075 .� 1'- DAVID L. LANE 8 l
APPROXIMATELY 200'x470'. THIS CONSTITUTES APPROXIMATELY 31,000 CY OF MATERIAL OF PIN: 6470/6307747 LEILA LANE
THE TOTAL DREDGE VOLUME OF 98,000 CY. ee,ry�Q�� DB 240, PC 539
B. RE -CONFIGURATION OF DREDGE SPOIL RETENTION AREA AS SHOWN 9.6 AC. ENTIRELY 'Y PIN: 6470/6401774
OUTSIDE AEC'S.
C. RAMP RECONFIGURATION (,,04'X116')
D. RECONFIGURATION OF BARGE MAINTENANCE AREA AND VEHICULAR ACCESS TO LOADING
E. ADDITIONAL SHORELINE STABILIZATION BULKHEAD SOUTHSIDE (70 LF)
F. NEW RIP -RAP SHORELINE PROTECTION NORTHSIDE & SOUTHSIDE
G. TWO (2) 4' WIDE GANGWAY FOR BARGE ACCESS
H. PROPOSED 50 LF LOW BULKHEAD WITH A 10 LF RETURN TO TIE INTO THE EXISTING
PERMITTED AND CONSTRUCTED BULKHEAD.
I. ADDITION OF A 13 FT BY 13 FT BOAT LIFT WITH A 24 FT X 3 FT CAT WALK AT THE END
OF THE EXISTING PIER.
9. PROPOSED MODIFICATIONS:
A. PROPOSED ADDITION OF 12 PILINGS. 11 ALONG PIER, AND 1 AT BARGE RAMP
B. ADDIT10N OF A RIPRAP REVETMENT AROUND THE PUMP HOUSE TYING INTO EXISTING
RIPRAP ON EITHER SIDE AND RIPRAP PROTECTION AROUND THE SOUTHERN EXISTING
STEEL JETTY.
C. ADDITION OF A 42 LF BULKHEAD BETWEEN THE JETTIES AND AROUND THE PUMP HOUSE.
10. BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN BASED ON PC 1, 153D, PC 2, SL 31J AND
FIELD SURVEY BY QUIBLE & ASSOCIATES, PC DATED 08/12/15.
11. 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.
12. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS,
COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH.
GRAPHIC -SCALE
100' 0 = _ 100, 20C
( IN FEET
1 inch = 100 ft.
DB 141, P6 650 '
PIN: 6970/4505757
below'Know what's
•ll before you ! !
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.
P15055
DESIGNED BY
BDR
DRAWN BY
JMH JTM
CHECKED BY
BDR
ISSUE DATE
09 10 15
SHEET NO.
OF I SHEETS