45-00 Min Mod 09-00 Oversized Plans

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WATERWAY
HOLDEN BEACH, SHELL
SHALLUTTE
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SALIC ORNIA
VICINITY MAP
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BLVD, WEST
ATLANTIC OCEAN
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AUG 14 2000
DIVISION OF
COASTAL MANAGEMENT
JUN 8 2 2000
DATE MINTED
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99191
DEs. JPN
cm JPN
DRwN DLL
DATE 25 AUGUST 99
9,
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119m „
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SCALE: To = 80'
0 80 160 240

INTRACOASTAL WATERWAY
SITE
GREENS- LjzBORO ST,_
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ATLANTIC INTRACOASTAL WATERWAY
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OCEAN BLVD. WESTMEW ATLANTIC HIGH POINT
OCEAN ST. L3
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PROPERTY LINE
RIGHT-OF-WAY
CAMA LINE
404 WETLANDS LINE
EXISTING SPOT ELEVATION
EXISTING CONTOUR
DISTURBED AREA
ATLANTIC INTRACOASTAL
WATERWAY RIGHT OF WAY
TEMPORARY SILT FENCE
DWG FILE 0.X=M PLOT;X
L_ - 15-
COARSE AGGREGATE
LEGEND
so, 11tN
6.78
— — - — — - — — - — — - — — - — — -
TSF TSF TSF TSF TSF TSF TSF
x N m
TEMPORARY SILT FENCE
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ATLANTIC
INTRACOASTAL
WATERWAY RIGHT-OF-WAY LINE
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TEMPORARY/PER MENT
-65 C1�57 L56c+
'o GRASSING DEI
+
L68
I P.Q + 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
+ ADVERSE SOIL CONDITIONS.
2, RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
+ ") DC:AAn\/r_ ALL I)n(VC OnnTC i
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NOTES;
1, FENCE FABRIC SHALL BE A MIN, OF 32' IN WIDTH AND
SHALL HAVE A MIN, OF SIX LINE WIRES WITH 11.2' STAY
SPACING,
2, FABRIC SHALL BE FOR EROSION CONTROL AND MIN, OF
36' IN WIDTH, FABRIC SHALL BE FASTENED WI
ADEQUATELY TO THE RE FABRIC AS DIRECTED BY THE
ENGINEER,
3, STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE,
4, WOOD POST SHALL BE A MIN, OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER, WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1/2' LONG
TEMPORARY SILT FENCE
`TELL UK WOOD rU3I
'IRE FABRIC
ILTER FABRIC
NCHOR FABRIC SKIRT
iNIMUM 6' DEEP
I 11-Wi
MC
OBSTRUCTIONS I 1UPQ LCI-k V Wi%.j SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE '�J'l - F�R,'A, IUNIIF\,Kovl C:
IS PREPARED 4-6 iNCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
CRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE 6 MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 CAL. PER ACRE FOR SLOPE STABILIZAFION,
AND 150 CAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RES[__ED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES,
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET CRASS
24% BERMUDA GRASS
20% TURF FESCUE
110% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
DESIGN
SETTLED
TOP ---,
:_MPORARY GRAVEL
DNSTRUCTION ENTRANCE
MATS ACROSS MARSH
BE REMOVED UPON COMPLETION
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®F Loa-rei?,
1 FT. THICK LAYER OF 5' MIN.
NCDOT # 57 STONE
f2 Lo
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9,000 Cr N
STORAGE AREA
NCDOT EROSION CONTROL
STONE CLASS 8 FILTER FABRIC
CROSS SECTION
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FILTER FABRIC
OVERFILL 6"
FOR SETTLEMENT
WEIR LENGTH
t2' MIN t
'--2:1 SIDE SLOPE MAX
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11 SIDE SLOPE MAX
t--3' MIN--j
STONE SECTION
TEMPORARY SILT TRAP DETAIL
NOTE: DISTURBED ARF-A AT BORROW SITE
SHALL NOT EXCEED 5 ACRES,
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DES. JPN
CKD: JPN
DRWN: DLL
DATE: 8/21
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