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,STEEL POST
LQ
Rp ACO
qpS Fci0T
SgTo�gti© TNT
TKO 4S 4,
NOTE:
BURLAP SHALL NOT
BE USED.
12 GAUGE 4"X4" OR 2"X4" WELDED
WIRE HOOKED ONTO PREFORMED
CHANNELS ON STEEL POST
3'-0"
6»
2' MINIMUM
STEEL POST
WELDED WIRE MESH
—
BACKFILL
EROSION & SILTATION
CONTROL FABRIC��
WELDED WIRE MESH
ACTED FILL
ALTERNATE: IN LIEU OF BURYING
SKIRT, 6" OF NO.5 STONE MAY BE
USED TO ANCHOR SKIRT.
0
-s 1 I /.
SECTION VIEW
GROUND LINE
24" MIN. EXTRA DEPTH
REQUIRED FOR
NON -STABLE SOILS
SEDIMENT FENCE DETAIL
NOT TO SCALE
2'
s•
SEDIMENT N0. 57
F�QE WASHED
STONE ,
STONE OUTLET CLASS II SEC ON
RIP -RAP BASE WITH WASHED
STONE FACE
NOTE: CONTROLLED SEDIMENTATION OUTLETS 10 BE PLACED AT LOW SPOTS
ALONG SEDIMENT FENCING NOT TO EXCEED 200 L.F. INTERVALS.
ELEVATION
COb!TROLLED SEDIMEUTATION FENCEOU
DETAIL 2
• SCALE: NOT TO SCALE C.5.1
M�N� 8 4v''_
• ,� MAXIMUM SEDIMENT STORAGE LEVEL.
REMOVE SEDIMENT WHEN THIS LEVEL IS
• / REACHED OR AS DIRECTED BY
/ CONSERVATION INSPECTOR.
ULTRAVIOLET RESISTANT (BLACK)
MIRAFI FABRIC OR EQUIVALENT
SECURED TO WIRE WITH METAL CLIPS
_ OR WIRE AT 8" OFF CENTER.
.--NATURAL GRADE
I I �r4r-1 I III i CARRY APPROXIMATELY 12' OF FABRIC INTO
- - _
—TRENCH, COVER WITH SOIL AND TAMP BACKFILL.
a —CARRY 6" OF WIRE INTO TRENCH.
—STEEL POSTS AT 10' OFF CENTER MAXIMUM GENERAL NOTES:
1. FENCE FABRIC SHALL BE A
MINIMUM OF 32" IN WIDTH AND
SEDIMENT FENCE DETAIL
SHALL HAVE A MINIMUM OF 6
NOT TO SCALE
LINE WIRES WITH 12" STAY
MAINTENANCE NOTES:
SPACING.
1.
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT
2. FILTER FABRIC SHALL BE MIRAFI
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE
100 FABRIC OR EQUIVALENT.
IMMEDIATELY.
BURLAP CANNOT BE USED
WHERE SILT FENCE IS TO
2.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
REMAIN FOR A PERIOD MORE
EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE
THAN 30 DAYS.
REPLACED PROMPTLY.
3, STEEL POSTS SHALL BE 1.33
3.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE
LBS./L.F. HAVE A MIN. LENGTH
REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN DEPTH
OF 5' AND BE OF ThE
4.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER
SELF -FASTENER ANGLE STEEL
TYPE.
IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE,
PREPARED AND SEEDED.
5. PROVIDE OUTLETS IN SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING LARGE AREAS
(USE CLASS B STONE).
TEMPO ARY SEDIMENT FENCE
DETAIL 1
SCALE: NOT TO SCALE G5.1
TEMPORARY
PERMANENT
SPECIES
RATE
(LB/AC)
DATES
SPECIES
RATE
(LB/AC)
DATES
RYE (GRAIN)
120
DEC. 1 - APR. 15
CENTIPEDEGRASS
10-20
MAR. - JUNE
KOBE LESPEDEZA
50
DEC. 1 - APR. 15
SERICEA LESPEDEZA
30
APR. 1 - JULY 15
GERMAN MILLET
40
APR. 15 - AUG.. 15
COMMON BERMUDAGRASS
10
APR. 1 - JULY 15
RYE (GRAIN)
120
AUG. 15. - DEC. 30
GERMAN MILLET
10
APR. 1 - JULY 15
SOIL AMENDMENTS
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,
2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL
AND 750 LB/ACRE 10-10-10 FERTILIZER
LIMESTONE AND 500 LB/ACRE 10-10-10 FERTILIZER
MULCH
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT
TACKING WITH ASPHALT, NETTING, OR A MULCH
COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
TACKING WITH ASPHALT, ROVING, NETTING, OR BY
STRAIGHT CAN BE USED AS A MULCH ANCHORING
CRIMPING WITH A MULCH ANCHORING TOOL. A DISK
TOOL.
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
MAINTENANCE
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE,
REFERTILIZE THE FOLLOWING APR. WITH 50 LB/ACRE
REFERTILIZE IN THE SECOND YEAR ACCORDING TO SOIL
NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE
TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10
MOWED ONLY ONCE A YEAR. WHERE A NEAT
FERTILIZER. RESEED, REFERTILIZE, AND MULCH AREA
APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
OFTEN AS NEEDED.
IF SEEDING IN FALL, TOPDRESS WITH 50 LB/ACRE OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH
50 LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE
SEEDING SCHEDULE
DETAIL r4
SCALE: NOT TO SCALE C.5.1
SEE PLAN
SEE PLAN
-- ---- — PUBLIC RIGHT 777
EXISTING 8„ OF WAY EXISTING CRUSHED STONE
CLASS II GROUND'
GROUND
RIP RAP
CRUSHED STONE PROVIDE TRANSITION BETWEEN CONSTRUCTION
ENTRANCE/EXIT & EXISTING ROAD.
PROFILE PLAN
NOTE;..
0
1. STONE SIZE 3--2" COURSE AGGREGATE, CRUSHED STONE MAY BE USED. •ir
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE PERFORMED ON O
A SURFACE STABILIZED WITH CRUSHED STONE, DRAINING INTO AN APPROVED SEDIMENT
TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY
STORM DRAIN, DITCH OR WATERCOURSE THROUGH THE USE OF SANDBAGS, GRAVEL,
BOARDS OR OTHER APPROVED METHODS.
3. 1HE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH PREVENTS THE
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, O
DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED
IMMEDIATELY. > _c
4. MINIMUM DIMENSIONS: (ALSO SEE EROSION CONTROL PLANS) LENGTH AS EFFECTIVE BUT
NOT LESS THAN 50 FEET. WIDTH NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS .�
OF EGRESS THICKNESS NOT LESS THAN EIGHT (8) INCHES. cz
"z
TEMPORABY CONSTRUCTION ENTRANENTRANCE/EXIT 0 co
DETAIL 3 cu
SCALE: NOT TO SCALE C.5.1
r�
�+ J
- -- PARKING Lo I
/
C
E-MI_RGENC YSPILLWAY
r —
EXISIING WET
DETENTION BASIN
j5• AEC 75' AEC, J 401
UTILIZE HIGH SPOT TO GRADE RIVER SIDE OF /q I ; / / / / / / / / Ap�`
\ \ \ \ \
BASIN TO ENSURE ADEQUATE PERFORMANCE \\ \ \ \
OF EXISTING EMERGENCY SPILLWAY ,{ 50' v6
50' VB DOi I l /l �6f f % 7`� 50' VB 04 �0� \
UQ 5o O,rO ,l
so. GO-1Go-]_ s©' V8 l v _ J�-
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- ------ 100
0 `. / —11 —
to�LQ6 / l SO'-3ow A, l
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\ - LO 1;®DA�� 8 �� ` �\ \ �� 4,
30 P -- 7 - �—
-1Fc �o \ _ _ dot
jo
I N
\� 1 A
i
— - - —O
J _._ O
0
PLACE R 1 FROM HIGH SPOT ALONG RIVER SIDE
OF ,3ASiN WITHIN LOD TO ENSURE ADEQUATE
PERFORMANCE OF EXISTING EMERGENCY SPILLWAY
�
�L W L
- PROPOSED FISHING PIER
altUNwviC�: o (SEE SHEET C.3.1)
RIVER o
i
FISHING PIER GRADING
DETAIL 5
SCALE: NOT TO SCALE
REVISION 1 -SHEET C.5.1
A. ADDED DETAIL.
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DCM WILMINGTON, NC
NOV 0 6 2015