54-09 Oceanside Yacht Club Development Inc.

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PROPOSED SILT FENCE
EROSION & SEDIMENTATION CONTROL MAINTENANCE PLAN
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SEEDING SCHEDULE
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WD EXCELSIOR BDIVESION LANKET
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1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL EVENT OR AT LEAST ONCE PER WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
FUNCTIONS INDICATED ON THE PLAN.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
3. ALL SEEDED AREAS SHALL BE FERTILIZED, SEEDED AND MULCHED
WITHIN 15 DAYS OF DISTURBANCE. DISTURBED AREAS SHALL BE
FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING
TO THE CONTRACT DOCUMENTS TO ESTABLISH AND MAINTAIN A
DENSE VEGETATIVE COVER.
4. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS WHEN
THE CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT.
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S PVC \
I ` � -PROPOSED
RISER
6.0 ��� 1 \l_� I B.op = �90 �x \\\ /� \\ SEE DETAIL
\ \`- 9.00 x + i \ f EXISTING EARTHEN DIKE PLUG
c Q x / / 9 00 ate`\,r�( \ WALL NOT TO BE REMOVED UNTIL
CD n \ / ` - \ ENTIRE SITE 1S STABILIZED
CD
3 C3 O0 co \_
7.0 0� FE = 5.50
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PROPOSED SILT FENCE
SEED BED PREPARATION
LIME ----------------------------- 2 TONS/AC
3. WHERE A NEAT APPEARANCE IS DESIERED, OMIT SERICEA AND
10-10-10------------------------- 1,000 LBS/AC
INCREASE KOBE TO 40 LBS/AC.
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
I A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REOUIREO
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
25 LB/AC RYE (GRAIN).
TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
COMMON BERMUDAGRASS-------------- 80 LBS/AC
TEMPORARY SEEDING MIXTURE
MULCHING
(DECEMBER 1 -APRIL 15)
STRAW(WHEAT. OATS. BARLEY.RYE) ----- 1-2 TONS/AC (AFTER SEEDING)
RYE (GRAIN)---------------------- 120 LBS/AC
(STRAW DUALITY SHALL BE DRY. UNCHOPPED 3 UNWEATHERED)
KOBE LESPEDEZA (SCARIFIED)---50 LBS/AC
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.DR
TO EXTEND BEYOND JUNE)
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
(APRIL 15 -AUGUST 15)
AS A MULCH ANCHORING TOOL.
GERMAN MILLET--------------- 40 LBS/AC
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
(AUGUST 15- DECEMBER 30)
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
RYE (GRAIN)---------------------- 25 LBS/AC
AS PREVIOUSLY INSTRUCTED.
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15.
MAINTENANCE
OVERSEED WITH 50LB/AC KOBE.)
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR
PERMANENT SEEDING MIXTURE (COMMON GROUNDS)
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
TALL FESCUE---------------------- 60 LBS/AC
FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
PENSACOLA BAHIAGRASS------- ------- 50 LBS/AC
SERICEA LESPEDEZA----------------- 30 LBS/AC
KOBE LESPEDEZA--------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
NO WETLANDS CRUSH a
EXIST ON -SITE (6" CAB
PROPOSED AREA TO BE SODDED
I
EXISTING BOAT RAMP
,,,PROPOSED TEMPORARY PLUG NO TO BE
REMOVED UNTIL ENTIRE SITE 1S
STABILIZED
PROPOSED SILT FENCE
/PROPOSED DIVERSION SWALES
LINED W/ EXCELSIOR BLANKET
a� l \ VA VA \ 7.00 /
F .00
I
9.00
PROPOSED DIVERSION SWALES \ O \ e• \ \ - \ ,
LINED W/ EXCELSIOR BLANKET60 FE 9.00
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1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY: 9`� \ 90 \ �7.dP \\ �\ 9=a.o�/ %�� 0n ? 0
OCEANSIDE YACHT CLUB DEVELOPMENT CO. INC. + e 3 T� \ \ �\ - \ \ oo �j / U o i >
_
C/O DOUG BRADY o I -`
5113 B HWY 70 WEST\\9.0 o W �j
MOREHEAO CITY, NC 28557 i�1 \ \ _ _= --� lJ ^ A m
( 252) 726-7919 \ / \ \ l / Lam\ _ r -
2. FILL MATERIAL TO BE OBTAINED FROM A LICENSED & \ \ \ \ \ >>O \ \ 10 Q_ -��
PERMITTED BORROW SITE. \ \ \ / \ 9.° </��/ - _ _ E3_0 - �l� �� G
PROPOSED DIVERSION SWALES \ \ _ g.G 0� / I I )
LINED W/ EXCELSIOR BLANKET \ \ _ j \ / _ �\ �o� 9 oI
3. THE LAND DISTURBANCE LIMITS IS THE ENTIRE TRACT 11.0 - '117
INCLUDING THE PORTION OF THE RIGHT OF WAY FOR 11 S "'" / ^ \ / \ \ / o �'l l\ \` 7 - n
THE DR I VEWAYS(1 1 . 76 AC). 95• A \ �O ��� A ' �� f 00
10.0
4. DRAINAGE FROM THE GARAGE OF BUILDING -A MUST BE DIRECTED CONSTRUCTION SEQUENCE \� # \ \ \ % �/ �- �\ N o
8
TO THE INFILTRATION TRENCH SYSTEM $0. \ �V 6 I ) \ = .00 / 90 O
1. INSTALL STONE CONSTRUCTION ENTRANCE. \ O \ s
0 w V o �� = \ �(?
5. All INFILTRATION TRENCH SYSiTEMS SHALL REQUIRE AN H-20 LOAD 2. INSTALL SILT FENCING AS SHOWN ON PLANS. 0" 00 0 FE 9.00
BEARING CAPACITY. 3. INSTALL PHASE 1 SOD AT LOCATIONS SHOWN. SEE PLAN CD -
4. INSTALL DIVERSION SWALES AS SPECIFIED ON PLANS.
5. ROUGH GRADE SITE. O O --
6. ALL GARAGE AND ELEVATOR DRAINS MUST BE DIRECTED TO THE 6. CONSTRUCT BUILDING. \ \ / ) - / P
STORMWATER COLLECTION SYSTEM. 7. CONSTRUCT PARKING LOT. PROPOSED DIVERSION SWALES \ \ \ j 8 0 / / D O {�
8. PERFORM FINAL SEEDING AND MULCHING AND FILL SEDIMENT LINED W/ EXCELSIOR BLANKET \ s 9
7. POOL DRAINAGE MUST BE DIRECTED TO THE STORMWATER TRAPS UPON STABILIZATION OF DRAINAGE SWALES
COLLECTION SYSTEM. z �OD� rSewFR � �\
8. TIE ALL ROOF DRAINAGE INTO PARKING LOT DRAINAGE
MH FE = 9.00 A \
\ c
PROPOSED DIVERSION SWALES
LINED W/ EXCELSIOR BLANKET
;ED FUTURE BULKHEAD Fa9e
LASE 2 Ofpc� 8 - PROPOSED STONE CONTRUCT(ON
ement I o SEE DETAIL
IN Li
AEC 4REA OF ENVIRONMENTAL CONCERN
BO 3L OW OFF
BOC 3ACK OF CURB
CO CLEAN OUT
CI CONTROL INLET
DIST DISTRIBUTION
E1P EXISTING IRON PIPE
EL LEVATION
EPKN 7XISTING PK NAIL
EX EXISTING
FE FINSHED ELEVATION
GW GUY WIRE
GWA GUY WIRE ANCHOR
HC HANDICAP
INV INVERT
LF LINEAR FEET
N/F NOW OR FORMERLY
PP POWER POLE
PVC POLYVINYLCHLORINE
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SW SIDEWALK
TB TOP BOARDWALK
TBM TEMPORARY BENCH MARK
TC TOP OF CURB
TSW TOP OF SIDEWALK
W/ WITH
--6-- EXISTING CONTOUR
-6 - PROPOSED CONTOUR
- E - OVERHEAD ELECTRIC
C- i
50 25 0 50 00
STONE CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
LINE SLOPES W/
EXCELSIOR BLANKET
FILTER FABRI
NCDOT 1056
TYPE 3. CLAS
COMPACTED FI
w w
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3 3
DIVERSION SWALES
SCALE: NOT TO SCALE
8' MAX. WITH WIRE
6' MAX WITHOUT WIRE
SILT FENCE DETAIL
SCALE: NOT TO SCALE
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN RECE
ADEOUATELY TO THE WIRES. WE®
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE S EL TY„PEA.
ffii 15 2010
1wor000d City DOW
REVISIONS:
Na BY DATE
1 JCR 3/1/10
SHEET 2 OF 8
PROJECT #: PM1070
DESIGN FILE #: PM1070/PM1070-4/EROSION CONTROL PLAN'
FE 5.+ PROPOSED SPOT ELEV.
- x - PROPOSED SILT FENCE

im
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411
VEGETATED \ S
RAD10 ISLAND
PLAT INFORMATION TAKEN FROM PLAT ENTITLED CARTERET COUNTY, NO
"OCEANSIDE YACHT CLUB" DATED 6 AUG 08 > 70 d
Z Z N
JOB NUMBER: 2005426 — PREPARED BY LSA & LDD o US Highway Road EDA pa Architects —Engineers —Planners & W.D. DANIELS °° old c useway Z w 4!
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EASEMENT L 38�� �`D \ \
/ ?ROPOSED
6 BULKHEAD \
0 WNE R:
OCEANSIDE YACHT CLUB
-5113-B HIGHWAY 70 WEST
MOREHEAD CITY, NC 28557
PHONE: [phone]
NOTES:
1. TOTAL LOT AREA: ±496,446.15 SQ.FT. (f11.39 ACRES)
2. TOTAL LOT AREA (EXCLUDING BOAT BASIN): ±430,944.51 SQ.FT. (t9.89 ACRES)
3. TOTAL IMPERVIOUS COVER PROPOSED
±315,325.98 SQ.FT. (73.17%)
A. BUILDINGS: ±96,571.59 SQ.FT. (22.41 %)
B. OTHER: ±218,754.39 SQ.FT. (50.76%)
4. IMPERVIOUS COVERAGE WITHIN 75FT AEC:
±35,120.89 SQ.FT. (t45.27%)
* POOL WET AREA AND WOODEN DECKS
CONSIDERED PERVIOUS.
m
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—30' CAMA Cj ro 00
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40
* TOTAL LOT AREA DOES NOT INCLUDE
VEGETATED EASEMENT.\�-
* SAFE OPERATIONS OF FORKLIFTS GOING TO, �\
FROM & AROUND THE WATER FRONT LAUNCH
SITE WITH A LOAD THAT MAY EXCEED 60'
AND WEIGH 150 OOOIbs. REQUIRES A PAD
P
WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE.
LEGEND
l
PROPOSED ASPHALT
PROPOSED BASIN (PERVIOUS)
PROPOSED BUILDINGS
a,
d
PROPOSED CONCRETE
DRAWING FILE: P07117—OPTION-13.dwg
PLOT SCALE: 1:1
CERTIFICATE
THIS PROJECT IS DESIGNED IN ACCORDANCE WITH
T15: 07H 200 THROUGH INNOVATIVE DESIGN. THE
SYSTEM WILL PROVIDE PROTECTION THAT IS EQUAL
TO OR EXCEEDS THE PROTECTION THAT WOULD BE
PROVIDED BY THE 30% RULE.
RONALD D. CULLIPHER, P.E.
DATE
NOTE: NEW WATER LINE TO LOOP INTO EXISTING OTYC I & II WATER
LINE.
DRAINAGE IMPACT STATEMENT
ALL STORM DRAINAGE SHALL BE ADEQUATELY DESIGNED SO THAT ROADS MAY BE MAINTAINED
WITHOUT EXCESSIVE COST, AND SO AS TO PREVENT FLOODING ON PRIVATE PROPERTY FROM
STORM RUNOFF IN ACCORDANCE WITH UDO ARTICLE 13.3
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a
APHIC SCALE
25 50
( IN FEET )
1 inch = 50 ft.
a©mm
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COMMISSION NO.
P07117
DESIGNED BY
JSL
DRAWN BY
AZ
CHECKED BY
JSL
ISSUE DATE
6-25-08

0
OWNER:
OCEANSIDE YACHT CLUB
5113—B HIGHWAY 70 WEST
MOREHEAD CITY, NC 28557
PHONE: [phone]
NOTES:
1. TOTAL LOT AREA: ±496,446.15 SQ.FT. (f11.39 ACRES)
M
PLAT INFORMATION TAKEN FROM PLAT ENTITLED
"OCEANSIDE YACHT CLUB" DATED 6 AUG 08
JOB NUMBER: 2005426 — PREPARED BY LSA & LDD
EDA pa Architects —Engineers —Planners & W.D. DANIELS
N JR. PLS.
E
RADIO ISLAND
CARTERET COUNTY, NC
0 Highway 70
\ p US Hig Road
00 Old C u�selw°Y
\ \5
\ (i :2 of .O �7
of a
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\ Z
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SITE OF
�o SURVEY
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2. TOTAL LOT AREA (EXCLUDING BOAT BASIN): ±430,944.51 SQ.FT. (f9.89 ACRES) rt y ;4 ' z
3. TOTAL IMPERVIOUS COVER PROPOSED
±315,325.98 SQ.FT. (73.17%)
A. BUILDINGS: ±96,571.59 SQ.FT. (22.41%)
B. OTHER: ±218,754.39 SQ.FT. (50.76%)
4. IMPERVIOUS COVERAGE WITHIN 75FT AEC:
±35,120.89 SQ.FT. (f45.27%)
* POOL WET AREA AND WOODEN DECKS
CONSIDERED PERVIOUS.
* TOTAL LOT AREA DOES NOT INCLUDE
VEGETATED EASEMENT.
* SAFE OPERATIONS OF FORKLIFTS GOING TO,
FROM & AROUND THE WATER FRONT LAUNCH
SITE WITH A LOAD THAT MAY EXCEED 60'
AND WEIGH 150,000Ibs. REQUIRES A PAD
WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE.
IRAWING FILE: P07117—OPTION-13.dwg
'LOT SCALE: 1:1
DIKE AROUND SPOIL AREA TO PREVENT
WASHBACK OF SPOIL MATERIAL J
—� TOP OF BERM
/\\ �\��\ \\/ .0' OF FREEBOAR
3 i\\/\ij\�/ � 2 � SILT FENCE
EX. GRADE \ SPOIL RETENTION BERM
5' PLATFORM \
BOTTOM OF CONTAINMENT @ —2.0' ASL
TYPICAL SPOEL BERM CONTAINMENT CROSS SECTION \
N.T.S.
FAI \ \
225.70' A' \
5' 6' 5' 14' 165.70' _ s 6' 5• �\
SILT FENCE \
SILT FENCE
5
�. 5' PLATFORM — — -- _ f
2 FREEBOARD
' PLATFORM I 9
8'
7'
6'
5'
4'
3'
2'
1'
0'
—1'
—2'
SPOIL BERM CONTAINMENT CROSS SECTION
N.T.S.
S'oIL RETENTION BERM
GRAPHIC SCALE
C', vEMY 01 1111
...........................i.. •
JOSEPH S, LASSITER s
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( IN FEET )
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COMMISSION NO.
P07117
DESIGNED BY
JSL
DRAWN BY
AZ
CHECKED BY
JSL
ISSUE DATE
6-25-08
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FILTER CLO / BASED ON (NHW) BASED ON (NHW) E-
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PARKING LOT COMMISSION NO.
P07117
DESIGNED BY
6 FINISH ELEV N (9.3) \"BU JSL
% / BUILDING ELEVATION (9.3')
\ DRAWN BY
BULKHEAD (5.5') AZ
BULKHEAD (5.5') CHECKED BY
JSL
NHW (0.0') ISSUE DATE
NHW (0.0') 6-25-08
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N.T.S
DRAWING. FILE: P07117—OPTION-13.dwy �F 4 SHEETS
PLOT SCALE: 1:1