SW5211201_Plansheet - Other_20220221

SEDIMENT BASIN REQUIREMENTS:
SEDIMENT BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:
A) OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.
B) FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW -DOWN DESIGNS SPECIFIED IN THE
DIVISION OF LAND RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.
C) CHEMICAL TREATMENT:
1) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER
STORM -RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT
ADJACENT SURFACE WATERS.
2) ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES
PROVIDED BY THE MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.
3) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND
POSTED ON THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS/FLOCCULANTS LIST" FOUND ON
THEIR WEB SITE AT: hftp://portal.ncdenr.org/web/wq/ws/su.
4) THE PERMITTEE MUST ROUTE STORMWATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS
THROUGH SEDIMENT TRAPPING, FILTERING, AND/OR SETTLING DEVICES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT
FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS.
D) DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLUTION CONTROL
ACT AND UTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL TO ASSURE THAT BUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION
OUTSIDE OF THE 25% BUFFER ZONE NEAREST THE LAND -DISTURBING ACTIVITY.
ARM ASSEMBLY
^�
"C" ENCLOSURE
11
WATER ENTRY UNIT
PERSPECTIVE VIEW
PVC ELBOW PVC VENT
PVC END CAP PIPE
WATER SURFACE
`" 11
PVC END CAP
,0
PVC PIPE SCHEDULE 40
1/2" HOLES IN PVC PIPE
PVC TEE UNDERSIDE /,
"I "A" / PVC TEE
FLEXIBLE
HOSE
5kimmer BaIsmn #I
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SCHEDULE 40 INFLOW
PVC PIPE STRUCTURE
��` DEWATERING
ZONE
FILTER FABRIC
SEDIMENT
STORAGE ZONE
ORIFICE
PLATE
DATA BLOCK
END VIEW FRONT VIEW SKIMMERS SHALL BE
CROSS-SECTION VIEW
1' FREE
6" MIN. INVERT
ELEVATION OF
EMERGENCY SPILLWAY
PRIMARY SPILLWAY
� n (RISER)
INFLOV
STRUCTURE
EMBANKMENT NOTES:
T
1. REFER TO NCESCPDM
SECTION #6.61 FOR
EMERGENCY
ADDITIONAL DESIGN
SPECIFICATIONS
r SPILLWAY
ING SEDIMENT
REGARDING
(I(IJ
ASINS
BAFFLE � BAFFLE /1CONCRET� ANTI -SEEP
ANCHOR BARREL COLLAR
5'X5'X1.5'
BASE
STONE PAD
BASIN
DRAINAGE
DENUDED
CIO
RISER
BARREL
CLEANOUT
DEPTH (FT.)
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
CONCRETE
ACRES
ACRES
H 2
ANCHOR
REFER TO
BASIN
1.8
1.8
6.4
4'x4'
24"
1.0
2.0
4.0
10
1.5
5.0
BMP PLAN
SKIMMER CONTACT
INFORMATION
J.W. FAIRCLOTH & SONS, INC.
P.O. BOX 757
HILLSBOROUGH, NC 27278
919-732-1244
919-732-1266 FX
I-mSPILLWAY
CLOTH
IG SKIMMER
;TRUCTURE
SKIM
REFEROTH TO DETAILSRS NOTES:
CONSTRUCTION SPECIFICATIONS:
SCHEDULE 40
FOR SKIMMER SIZE 1.
BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
�/ COUPLING CONNECTION REQUIREMENTS
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL
STANDARD SKIMMER DETAIL 2.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
3.
PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
SUPPORT POST
SUPPORT ROPE 4.
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
BAFFLE MAINTENANCE
TO WIRE TO 24" INTRO BOTTOM STAKE TO
OR SIDE
5.
TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMER DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A
INSPECT BAFFLES AT LEAST ONE A WEEK AND
PREVENT SAGGING SUPPORT WIRE
FENCE AND FABRIC
6.
INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
BURIED IN TRENCH
4. PLACE THE BARREL TYPICALLY 4 INCH SCHEDULE 40 PVC PIPE ON A FIRM SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT
( )
AFTER EACH RAINFALL. MAKE ANY REQUIRED
POST
USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL
REPAIRS IMMEDIATELY.
-STEEL
AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY
AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.
6 X6' TRENCH
I ,
WHEN COMPACTING UNDER THE PIPE HAUNCHES.
SHOULD THE FABRIC Of A BAFFLE COLLAPSE TEAR
4SIMIAR,
BACKFILLED AND
I
PLACE A MIN. DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
DECOMPOSE OR BECOME INEFFECTIVE REPLACE IT
COMPACTED
1-j-
EQUIPMENT. UIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
PROMPTLY.
COIR MESH OR STAPLED OR
II
I
EMBANKMENT IS COMPLETE.
TRENCHED INTO BOTTOM OR SIDE SECTION VIEW AT OPENING
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
REMOVE SEDIMENT DEPOSITS WHEN lT REACHES
CROSS S EGTI O N
iii
II
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE.
HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME
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it
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ATTACH THE FLEXIBLE JOIN TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE
THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE
SKIMMER BASIN MAINTENANCE
aaloll
..
IiiiiiiI CUR iiiiii iiiiii "
- all
SIDE FOR MAINTENANCE.
BAFFLES DURING CLEANDUT. SEDIMENT DEPTH
INSPECT SKIMMER SEDIMENT BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ONE-HALF INCH OR GREATER RAINFALL EVENT AND REPAIR IMMEDIATELY.
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7. EARTHEN SPILLWAYS -INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF
SHOULD NEVER EXCEED HALF THE DESIGNED
REAYOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SED/MENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE
alll
ii.I all
PLANNED ELEVATIONS GRADE DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL
STORAGE DEPTH.
PULL THE SK/MMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN NOT JUST
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OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH A LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC.
AROUND JHE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM Of THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
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...,,!"w,.e,,,,,w,!I..
............
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THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
"'
"'
. "-,'
ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO
PROPERLY STABILIZED, REMOVE ALL BAFFLE
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES If WATER /S FLOWING UNDERNEATH OR AROUND THEM.
EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,
-w"
SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH
BRING THE AREA TO GRADE AND STABILIZE lT.
lF THE SKIMMER lS CLOGGED WITH TRASH AND THERE lS WATER IN THE BASIN USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN
INLET ZONE 1st Cell 2nd Cell OUTLET ZONE
OF THE SPILLWAY MULTIPLE SECTIONS SPANNING THE COMPLETE WIDTH MAY BE USED. THE UPPER SECTIONS SHOULD OVERLAP
(S
AND DISLODGE THE DEBRIS AND RESTORE FLOW. lF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
25% of 25% of basin 25% of basin 25% of
surface area surface area basin surf ee area
THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND DES OF THE FABRIC
ALSO CHECK THE ORIFICE INSIDE PIE SKIMMER TO SEE IF IT IS CLOGGED. if SO REMOVE THE DEBRIS.
basin surface area
WITH A TRENCH WITH STAPLES OR PINS.
8. INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBERS SNAKE OR BY FLUSHING
PLAN VIEW
WITH OUTLET PROTECTION TO DIVER SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP
WITH WA7fR BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
EFFICIENCY.
9. EROSION CONTROL -CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM
SKIM M F R BASIN
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WlOJH OF THE SPILLWAY. CHECK THE
BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
aNOTIMMEDIATELY
REMOVEALL TRASHAND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
10, INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
TO SCALE
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
FROM PLUGGING WITH ICE.
i
c / CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
/.
� . v\ \ /
/
\ I I ,,, Tr N ,.. rX :I / Z /
1 L
.. ..... „"� , I . 1RIP RAP HEADWALL
�� >m 1 V." ,. " , r, I
;
/ -
= ////V , #5 WASHED STONE. 1' 0" THICK
_ ////l///////////Il i / x 3 -0 HIGH MINIMUM
SfD'MF /
aRAGE AREA -�
,. // I \��
/ / '/ ,�//* PERSPECTIVE VIEW
/ / No SCALE
AREAS TO BE DISTURBED SEDIMENT STORAGE
(CUT, FILL, ETC.) `'FLOOD STORAGE ZONE HEADWALL
�1Au 1 i PIPE NATURAL GROUND
FLOW*"" INVERT
1.5 3
JIV�° r,:----------
llVV..:: --- FLOW -----
1 5'
gVO VTO,,; flnn_� .in -.:..gin A/A/NTENANCE.
I IVO."'' CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH INSPECT INLET PROTECTION ONCE A WEEK AND
CLEAN OUT POINT ifs WASHED STONE AFTER EVERY RAINFALL. /MMED/ATELY REMOVE
( ) SED/MENT FROM THE FLOW AREA AND REPA/R THE
D/YERS/ON. REPAIR THE CHANNEL LINING AS
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE NECESSARY PER THE MANUFACTURERS
NO SCALE INSTALLATION REOU/REMENTS: CHECK OUTLETS
HORSESHOE INLET PROTECTION 01/11 RMA71ON. REPAIRS
THE AREA ABOVE THE
6 INLET PROTECT/ON /S PERMANENTLY STAB/L/ZED,
NOT TO SCALE REMOVE THE PROTECT/ON AND FILL AND STAB/L/ZE
THE CHANNEL TO BLEND W/TH THE NATURAL
SURFACE.
STAPLES
STRAW BALE BINDER WIRE
PLYWOOD
48"X24"
BLACK LETTERS
(2 )
B
PERLE
10 mil PLASTIC LINING
PAINTED WHITE
6" HEIGHT
NATIVE MATERIAL
(OPTIONAL)
CONCRETE
LAG SCREWS
WASHOUT
SECTION B B
NOT TO SCALE
36"
woo0 POST
3.5"X3.5"X8'
WOOD OR
METAL STAKES
(2 PER BALE)
10' MINIMUM
B
VARIES
11
10 mil PLASTIC LINING PLAN
NOT TO SCALE
MCONCRE
CELE NOTTOTE WASH AREA
SA
STANDARD METAL POSTS
DRAINAGE
AREA MAY NOT
EXCEED 1 ACRE.
3�
CONCRETE WASHOUT
�2' SIGN DETAIL
B (OR EQUIVALENT)
8� �_11.12" DIA
STEEL WIRE
STAPLE
DETAIL
CONCRETE WASH AREA NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE
WASHOUT
FACILITY.
STRAW BALE 3. MATERIALS USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE
(NP) REMOVED FROM THE SITE OF THE WORK AND
DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND
DISTURBANCE CAUSED BY THE REMOVAL OF THE
TEMPORARY CONCRETE WASHOUT FACILITIES SHALL
BE BACKFILLED, REPAIRED, AND STABILIZED TO
PREVENT EROSION.
MAINTENANCE SPECIFICATIONS
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH S/GN/F/CANT
(112 INC)V OR GREATER) RAINFALL EVENT. CLEAR THE MESH W/RE
OF ANY DEBRIS OR OTHER OBJECTS TO PROV/DE ADEOUATE FLOW
FOR SUBSEOl/ENT RAINS. TAKE CARE NOT TO DAA/AGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED.
MAINTENANCE.'
MAINTAIN THE CONCRETE WASHOUT
STRUCTURE(S) TO PROYIDE ADEQUATE
HOLDING CAPACITY PLUS A MIN.
FREEBOARD OF 12". REMOVE AND
DISPOSE OF HARDENED CONCRETE AND
RETURN THE STRUCTURE TO A
FUNCTIONAL COND/T/ON AFTER REACHING
75X CAPACITY.
INSPECT CONCRETE WASHOUT
STRUCTURES FOR DAMAGE AND
MAINTAIN F ECT/YEIII
REMOVE THE CONCRETE WASHOUT
ShWACTURE(S) AND S/GN UPON PROJECT
COMPLETION. GRADE THE EARTH
AIATER/4L TO MATCH THE EXISTING
CONTOURS AND PERMANENTLY SEED AND
MULCH THE AREA.
GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
(19 GUAGE, 1/4" MESH OPENINGS.)
0°,°°
000
°°
oo.g
o ° 5'
CONSTRUCTION SPECIFICATIONS
&
1. UNIFORMLY GRADE SHALLOW DEPRESSION
O0
0 00
APPROACHING THE INLET.
0
0
0 0°. 0 0
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO
O
�0 0o
2:1
THE GROUND SURROUNDING THE INLET.
o (3 o 00 0
O, 0 0
"o o o -CDC)--
000
.
O
o o
O0 oao
.o
SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAX. OF 4
_� 0 0 Do
0
o 0
00o Q O o,oG0o0 DODO
00 0 Do N 0
O
o -o
FEET APART.
3. SURROUND THE POSTS WITH MESH
O �� o
0 d O G
� DODO
O0 0o O
HARDWARE CLOTH. SECURE THE WIRE
O oDg , o 0 0
0 OG oo
0
_ MESH TO THE STEEL POLES AT THE TOP,
00 6000
0 00 GO -
oG OD
MIDDLE AND BOTTOM. PLACING A 2-FOOT
0
STRIP OF THE WIRE MESH UNDER THE
o � 0 0. Oo
.
0
o CD o 0 o 000o
O° o° Q�
0
GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR
0000-0O o0°o
0% oO
0 Oo oO o
0� co00oo00 o 9.�o
00000 o o
�__ 0
00 DODO � o . & �---
#57 STONE) ON A 2:1 SLOPE WITH
# 57 WASHED STONE PLACED TO A
HEIGHT OF 16 INCHES AROUND THE WIRE,
HEIGHT OF 16" MIN. ABOVE
AND SMOOTH TO AN EVEN GRADE.
TOP OF BOX
5. ONCE THE CONTRIBUTING DRAINAGE ARE
HAS BEEN STABILIZED, REMOVE
TEMPORARY INLET
PROTECTION
ACCUMULATED SEDIMENT AND ESTABLISH
9
FINAL GRADING ELEVATIONS.
NOT TO SCALE
6.COMPACT THE AREA PROPERLY AND
STABILIZE IT WITH GROUNDCOVER.
X
L-
STEEL BACK ROD
PLAN
- HUB END ON OUTLET
END SECTIONS. SPIGOT F ANi'„ dfi , 0, N )
END ON INLET END
SECTIONS. N }N d1 H1 ,,d; i m O, Ly .N,d
V°N11,)+ tim ("
2'-0" ;L e A ^) ,T4- P s ;'
E d h" ,y1 ;W B I e° „Id P
W, � ,
Ni) p 161Ip h
HN;h er'j 4 of p
VH,.1"u a,T,e
fj,
B 1 L
V MIN.
NATURAL GRADE ----i
MAINTENANCE.' _-)
INSPECT TEMPORARY DIVERSION DITCH ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT /ROM THE FLOW
AREA AND REPAIR THE DIVERSION. REPAIR THE CHANNEL LINING AS
NECESSARY PER THE MANUFACTURERS INSTALLATION REQUIREMENTS
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID
GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY
DIVERSION DITCH IS PERMANENTLY STABILIZED, REMOVE THE DIVERSION
AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL
NOTES: SURFACE.
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY
FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC,
AND/OR EROSION CONTROL NETTING.
WASTE MATERIAL-COMPA ,
SEED & MULCH AFTER -12' MIN.I-
I� I FILL CONSTRUCTION OF DITCH
I S VAR.
I F 2' - 1 D' 12„
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NII III III II�-E.II IJ k I I eYll,aelllaaeLll�llM
II=III. IIaII �I - qI
12"
CROSS SECTIONAL VIEW
TEMPORARY
RARY DIVERSION DHITCH_7&
1 SCALE
i
MAINTENANCE NODES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT
IAYMEOIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS
NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED OR REMOVED IT.
J SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT Of THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET /S REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57 X 1r 1 V FILTER OF #57
WASHED STONE &1 9 V /VyASHED STONE
''i0 1l/
m'�I „�-'�'�I c1'�""' U'J,r 3' FILTER FABRIC
A°L0 `1 "Y : ry % V & Xu
J N. WH iW^.N 1,„",^fir,./ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH
SECTION VIEW
TOP OF SILT FENCE
MUST BE AT LEAST V
ABOVE THE TOP OF
THE WASHED STONE 4' MIN.
BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 8"
VERTICALLY AND 4" HORIZONTALLY
IN EXCAVATED TRENCH
T FENCE
FRONT VIEWR .
STEEL FENCE
POST7BURY WIRE FENCE
SET MAX 2' I - FILTER FABRIC,
APART I AND HARDWARE
MIN. 18" INTO CLOTH IN TRENCH
SOLID
GROUND NOTES:
SILT FENCE OUTLET 1. REMOVE SEDIMENT WHEN
3 HALF OF STONE OUTLET IS
NOT TO SCALE COVERED.
2. REPLACE STONE AS NEEDED
TO ENSURE DEWATERING.
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NOTES
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND
THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A
MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS
THE PIPE DIAMETER OR CULVERT HEIGHT.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP -RAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL.
THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL.
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
CONSTRUCTION SPECIFICATIONS
SUBGRADE PREPARATION -PREPARE THE SUBGRADE FOR RIPRAP AND FILTER TO THE REQUIRED LINES AND GRADES SHOWN ON THE PLANS. COMPACT ANY FILL
REQUIRED IN THE SUBGRADE TO A DENSITY APPROXIMATING THAT OF THE SURROUNDING UNDISTURBED MATERIAL OR OVERFILL DEPRESSIONS WITH RIPRAP. REMOVE
BRUSH, TREES, STUMPS, AND OTHER OBJECTIONABLE MATERIAL. CUT THE SUBGRADE SUFFICIENTLY DEEP THAT THE FINISHED GRADE OF THE RIPRAP WILL BE AT THE
ELEVATION OF THE SURROUNDING AREA. CHANNELS SHOULD BE EXCAVATED SUFFICIENTLY TO ALLOW PLACEMENT OF THE RIPRAP IN A MANNER SUCH THAT THE
FINISHED INSIDE DIMENSIONS AND GRADE OF THE RIPRAP MEET DESIGN SPECIFICATIONS.
SYNTHETIC FILTER FABRIC -PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION. OVERLAP THE EDGES BY AT LEAST 12 INCHES, AND SPACE ANCHOR
PINS EVERY 3 FT ALONG THE OVERLAP. BURY THE UPSTREAM END OF THE CLOTH A MINIMUM OF 12 INCHES BELOW GROUND AND WHERE NECESSARY, BURY THE
LOWER END OF THE CLOTH OR OVER LAP WITH THE NEXT SECTION AS REQUIRED. SEE FIGURE 6.14A PAGE 6.14.6. TAKE CARE NOT TO DAMAGE THE CLOTH WHEN
Q
PLACING RIPRAP. IF DAMAGE OCCURS REMOVE THE RIPRAP AND REPAIR THE SHEET BY ADDING ANOTHER LAYER OF FILTER MATERIAL
WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE DAMAGED AREA. IF EXTENSIVE DAMAGE IS SUSPECTED, REMOVE AND REPLACE THE ENTIRE SHEET.
WHERE LARGE STONES ARE USED OR MACHINE PLACEMENT IS DIFFICULT, A 4-INCH LAYER OF FINE GRAVEL OR SAND MAY BE NEEDED TO PROTECT THE FILTER
CLOTH.
STONE PLACEMENT -PLACEMENT OF RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER. PLACE RIPRAP SO THAT IT FORMS A DENSE
WELL -GRADED MASS OF STONE WITH A MINIMUM OF VOIDS. THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS MAY BE OBTAINED BY SELECTIVE
LOADING AT THE QUARRY,AND CONTROLLED DUMPING DURING FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL THICKNESS IN ONE OPERATION. DO NOT PLACE RIPRAP
BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE SEGREGATION OF STONE SIZES. TAKE CARE NOT TO DISLODGE THE UNDERLYING BASE OR FILTER
WHEN PLACING THE STONES.
THE TOE OF THE RIPRAP SLOPE SHOULD BE KEYED TO A STABLE FOUNDATION AT ITS BASE AS SHOWN IN FIGURE 6.15B. THE TOE SHOULD BE EXCAVATED TO A
DEPTH ABOUT 1.5 TIMES THE DESIGN THICKNESS OF THE RIPRAP, AND SHOULD EXTEND HORIZONTALLY FROM THE SLOPE.
THE FINISHED SLOPE SHOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE HAND PLACING MAY BE NECESSARY TO ACHIEVE THE PROPER
DISTRIBUTION OF STONE SIZES TO PRODUCE A RELATIVELY SMOOTH, UNIFORM SURFACE. THE FINISHED GRADE OF THE RIPRAP SHOULD BLEND WITH THE
SURROUNDING AREA. NO OVERFALL OR PROTRUSION OF RIPRAP SHOULD BE APPARENT
MAINTENANCE.•
/N GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DES/GNED AND INSTALLED /T
REQUIRES YfRY L/TILE MAINTENANCE. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR
RIP -RAP APRON DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTI/ MAY BE NEEDED
1 0 IN SOME LOCATIONS.
NOT TO SCALE
GENERAL NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A
PUBLIC STREET.
2. STONE TO BE 2"-3" WASHED STONE
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
5. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
6. ENTRANCE SHALL BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER.
EXISTING GROUND
SCONSTRUCTION ENTRANCE
NOT TO SCALE
MINIMUM 10-
GAUGE LINE WIRES
W
M
6
SOIL STABILIZATION FABRIC
UNDER WASHED STONE
Ta'' al' k1X �° ' al',Tr'' ,�,
^' ;;Xa'„'° X.'Xd °,l:1 ua„ '11�Y;,'' IIiN, Wtl;;'I;Xa'„"'IIiX�I�i
°�'w,'°' u,„�" dl", �'l: "';;Xm�, I'Ip:i, d1�w°'gk^ �Xm� d1w'!!,,Nr,l
SILT FENCE FABRIC "'`�u,,,Xm'`'1Im
,a„ � 1'+w„ +X
�641
rvd'J1'0. ,'+X, ,'+X�a,. �;p0. , "°,;�yd' ",; ,1y if'r Diu l
�X, ��! rX, r,l 'a, r'Xli�diX, ,'+i„�� „1il�d
INSTALLED TO SECOND ,IX;,, '„1',""'I„'1', °,„1I
^IX,I;'1
I''.
,X ,1'X
, ,,;11„"'I'� „, ,�,, ti „1;„°"I„''
a, X Xa, Xa„;',u,' WIRE FROM TOP
�,,
'"sr"''<n��
�, r�^ ,,
N�';^
Xl �n!tl'"X'"u�
�N�u,f
1r
�SR� d,Xtl
^;,i,
iid
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IX„ r„S,iI,
liXaol;ik�u;,„ ,sIiX;+
�rµX,„
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iuy
I
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to
I
.11 FRONT VIEW
I
I
I= MAINTENANCE NOTES:
L
G,I
I...
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
...i )?F4PnNS1R1F PARTY nR Nl4 AGENT GUMFDIATFIY AFTER FACH BL
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REPAIRS NEEDED SHALL BE MADE /MMED/ATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT
THAT HAS CLOGGED OR REMOVED IT.
J. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
REACH 6 INCHES ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE OUTLET /S REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED
AND SEEDED.
D-NOITLTO
ST FENCE SCALE
CONSTRUCTION SPECIFICATIONS
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE 105E WITi1 A STRAP OR SIMILAR DEVICE.
2. PLACE FILTEK BAG ON SUITABLE BASE (EG., MULCH, LEAENVOOD COMPOST. WOO DCIIP5, SAND, OR STRAW BALES)
LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A
MINIMUM OF 12 INCHES FROM EDGES OF BAG.
3. CONTROL PUMPING RATE TO PREVENT LXCE551VE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE
MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING KATE.
4. REMOVE AND PROPERLY DISPOSE OF FILTEK BAG UPON COMPLETION OF PUMPING OPLKATION5 OR AFTER BAG HA5
KEACi1ED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATEKED SEDIMENT FROM THE BAG IN AN
-F F F
APPKOV�D UPLAND AREA AND STABILIZE 111TH SEED AND MULCH BY THE END OF I H� WORK DAY. R_STORL THE
SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.
5, USE NONWOVEN GEOTEXTILE WITi1 DOUBLE STITCHED SEAMS USING HIGi1 STRENGTH THREAD. SIZE SLEEVE TO
ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE 105E. THE BAG MUST BE MANUFACTURED FROM
A NONWOVEN GEOTEXTILE
C. KEPLACE FILTER BAG IF BAG CLOG5 OR HAS KIPS. TEARS. OR PUNCTURES. DURING OPEKAUON KEEP CONNECTION
BETWEEN PUMP HOSE AND FILTEK BAG WATER TIGHT. REPLACE BEDDING If IT BECOMES DISPLACED.
FILTER BAG
III -A 1 1 NOT TO SCALE
r 9" MIN 1.5' MI
W
N,
WNX
r �
FILTER CLOT
PLAN VIEW
SCHECK DAM
NOT TO SCALE
MAINTENANCE.•
INSPECT CONSTRUCT/ON ENTRANCE
PERIODICALLY FOR CONDITION OF
SURFACE. TOP -DRESS WITH NEW
GRAVEL AS NEEDED.
PUBLIC STREET
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE
AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED
FLOW,
REMOVE SEDIMENT DEPOSITED AS NEEDED
TO PROVIDE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REMOVE PRESSURE
ON THE SILT FENCE.
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
SGRADE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
1 o FILL SLOPE
N �'
z
N
if M
GRADE
I
11
�12" MIN. ANCHOR
SKIRT
o '�I ��BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 8"
VERTICALLY AND 4" HORIZONTALL
IN EXCAVATED TRENCH
�X1,
�1,,, » r r V n a 1,* w rr r^ 1 1 1 t $ a �1a, NX �1" ��
N M Y 1w il -0X q " Y -0V ^XJ,',n II N'yN„',roi q» Y X,"�»' „I .i
r
1�r r �X
^ 1 �1A' A d 1 w., wY ,X 1 1 X i1�X'I
PUMP DISCHARGE HOSE 12 IN MIN.
MULCH, LEAF/WOOD COMPOST,
PLAN VIEW WOODCHIPS, SAND, OR STRAW BALES
STRAP
SLOPE
FLOW "�a�"tea ate" d�"tea a�a�" � 5% MAX.
�' yid r r X a a "X a"X "r, , ar" , ar" , , »
ELEVATION \- FILTER BAG
8 IN MIN.
L = THE DISTANCE SUCH THAT POINTS
MAINTENANCE.' 1
"2r: A AND B ARE OF EQUAL ELEVATION
r
hi :Ml� = xX�z w,A" A L
12"
# 111i l I"f "" ° tl
2WASHEDTSTONE f ICI I'II� � ._ ,UU L h.X
11I / / d
" 1, 5,„„I I Y / m
I I,
J�I
CLASS BRIP-R R WWA',,5^rp1 1M SIDE VIEW 11..: lilt
1, r
� :.
1 1r o 1 � 2 MAX AT
FILTER CLOTH ti "^ CENTER
V �
INSPECT CHECK DAM ONCE A WEEK
EVERY RAINfALL.
/MMED/ATEAND �Y REMO E SEDIMENT FROM
THE FLOW AREA AND REPAIR THE
D/VERSION. REPAIR THE CHANNEL
LINING AS NECESSARY PER THE
MANUFACTURERS INSTALLATION
RE U/REMENTS CHECK OUTLETS AND
Q
MAKE TIMELY REPAIRS AS NEEDED TO
V q V ^ m qn n 1 r AVOID GULLY FORMATION. WHEN JHE
AREA ABOVE THE CHECK DAM lS
PERMANENTLY STABIL/ZED, REMOVE THE
a' TO s' PROTECTION AND FILL AND STABIL/ZE
CROSS-SECTION VIEW THE CHANNEL TO BLEND WITH THE
NATURAL SURFACE. J
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
Date Type
Planting Rate
March - Oct. Browntop Millet
40 Ibs/acre
Nov. - Feb. Winter Rye
120 Ibs/acre
PERMANENT SEEDING SPECIFICATIONS/SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
Date Type
Planting Rate
Aug 15 - Nov 1 Deer Tongue
300 Ibs/acre
Nov 1 - Mar 1 Deer Tongue & Abruzzi Rye
300 Ibs/acre
Mar 1 - Apr 15 Deer Tongue
300 Ibs/acre
Apr 14 - Jun 30 Hulled Common Bermuda Grass
25 Ibs/acre
Jul 1 - Aug 15 Deer Tongue & Browntop Millet
240 Ibs/acre-Deer Tongue;
or Sorghum -Sudan Hybrids
35 Ibs/acre Browntop Millet
30 Ibs/acre Sorghum -Sudan Hybrids
FOR SHOULDERS SIDE DITCHES SLOPES 3:1 - 2:1
( )
Date Type
Planting Rate
Mar 1 - Jun 1 Switchgrass &
50 Ibs/acre (Switchgrass)
use the followingcombinations:
Mar 1 - Apr 15 Add Deer Tongue
240 Ibs/acre
Mar 1- Jun 30 Or add Julled Common
25 Ibs/acre
Bermuda Grass
Jun I- Sep 1 Deer Tongue & Browntop Millet
240 Ibs/acre Deer Tongue
or Sorghum -Sudan Hybrids
35 Ibs/acre Browntop Millet
30 Ibs/acre Sorghum -Sudan Hybrids
Sep 1 - Marl Switchgrass &
70 Ibs/acre Switchgrass
Deer Tongue
240 Ibs/acre Deer Tongue
Nov 1 - Mar 1 Add Abruzzi Rye
25 Ibs/acre
CONSULT S&EC ENGINEER FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED
AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT
DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON
FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
TEMPORARY SEEDING
13
NOT TO SCALE
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
(SEE SEEDING MIXTURE).
5. CONTINUE TILLAGE UNITL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT
OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED,
RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
SEEDING MIXTURE:
AGRICULTURE LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 400 GALS/ACRE
11
TRIANGLE
%
SITE DESIGN
........ ......... .........
a Bowman company
CONSULTANT:
Bowman North Carolina, Ltd.
(Formerly Triangle Site Design, PLLC)
4004 Barrett Drive, Suite 101
Raleigh, NC 27609
[phone]
[e-mail]
FIRM# F-1445
II
or
SEAL:
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OWNER/DEVELOPER:
Glandon Forest Equity, LLC
3825 Barrett Drive
Suite 100
Raleigh, NC 27609
919 459 2601
919-459-2604 fx
Barnes@van uard
g 9 Pg.com
I
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
INITIAL DATE:
October 15, 2021
JOB NUMBER:
004220
TITLE:
EROSION CONTROL
DETAILS
SHEET NUMBER:
C -
"J" B
DG#-----Middlesex (Nash Co)