HomeMy WebLinkAbout0541.95.10COMPACTED SOIL
NO GAPS IN TO PREVENT PIPING
BALES
CURB INLET STAKED STRAW BALE
W/ GRATE RUNOFF WATER
q ; W/ SEDIMENT FILTERED WATER
STRAW BALES —// �'—' — - -� �^
STAKED W/ TWO `1;
STAKES PER BALES
STRAW BALE CURB INLET BARRIER
(EC -3A NO SCALE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 "DEEP
x 6 "WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6 7OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPE MUST BE ANCHORED
IN 6 "DEEP x 6 "WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET
AND STAPLED.
7. IN MEDIUM /HIGH FLOW CHANNEL APPLICATION, A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE
WIDTH OF THE CHANNEL, PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 "DEEP x 6 "WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
CRITICAL POINTS
C A. OVERLAPS AND SEAMS C
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM /SIDE
SLOPE VERTICES.
NOTE HORIZONTAL STAPLE SPACING SHOULD BE ALTER IF NECESSARY TO ALLOW
STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
REFER TO GENERAL STAPLE PATTERN GUIDE ON EROSION CONTROL
DETAIL EC -14 FOR CORRECT STAPLE PATTERN RECOMMENDATIONS
FOR CHANNELS.
SWALE EROSION CONTROL BLANKET
EC-17 NO SCALE
1 3'
1, L 3'
A
X
3'
5 3' -- I—I.S'
x
B
X x
P �C 4' x
I' X X
C
x
4'X X
x X X
X X X
D
X X X
STAPLES PER SO. YD, 1.5 STAPLES PER SO, YD. 2 STAPLES PER SO, YD, 35 STAPLES PER SO. YD.
300
Inni 275
J7 250
J 225
200
vJi 175
150
125
100
75
50
25
ft
4:1 3:1 2 :1 1:1 LOW MED/HIGH
FLOW FLOW
CHANNEL CHANNEL
SLOPE GRADIENT AND
STAPLE PATERN GUIDE SHORELINE
NO SCALE
Is
COMPACTED SOIL
TO PREVENT PIPING
DROP INLET NO GAPS IN
W/ GRATE BALES STAKED STRAW BALE
RUNOFF WATER
Q . p W/ SEDIMENT r FILTERED WATER
STRAW BALES END AND END
STAKED W/ TWO OVERLAP AT
STAKES PER BALES CORNERS
STRAW BALE INLET BARRIER
EC -3 NO SCALE
CI f1W 1 IMP — ^wn ui MAI rc
I
;NCHED
SECTION
NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SCALE. POINTS "A"
SHOULD BE HIGHER THAN POINT "B ". (MINIMUM OF THREE BALES ARE REQUIRED.)
c SWALE SEDIMENT BARRIER
NO SCALE
55 GALLON DR
CUT IN HALF
2 ROWS OF (4) 1 " x
SLOTS PLACED AROUND
SILT PROTECTION FOR
DITCH GRATE CSTG.S
SLOTTED BARREL BARRIER
NO SCALE
TE: 03 -31 -1995 TIME: 15:01 FILE: N:
STEP 1: STEP I PLACE AND STAKE STRAW
EXCAVATE THE TRENCH 4" (1Ocm) BALES. 2 "X2" (5cmx5cm)
VERTICAL FACE STAKES 9" TO 12" INTO
THE GROUND.
( ) 4 {4I1�{�"
BALE
WIDTH
STEP 3: STEP 4:
WEDGE LOOSE STRAW BETWEEN
BALES, 4t�o) I— SOIL. BACKFILL
OILKFILL AND COMPACT THE EXCAVATED
SET POSTS AND EXCAVATE A 4'X4'
STEP 11 TRENCH UPSLOPE FROM AND ALONG
THE LINE OF POSTS.
I
C
STAKED AMD ENTRENCHED
B
BINDING WIRE OR
TWINE
�� �'\
SOIL COMPACTED TO
FILTERED
C
C
RUNOFF
B
SEDIMENT -LADEN
C
D
RUNOFF
A
SECTION
STRAW
BALE BARRIER
INSTALLATION
A
B
::B:
4:1 3:1 2 :1 1:1 LOW MED/HIGH
FLOW FLOW
CHANNEL CHANNEL
SLOPE GRADIENT AND
STAPLE PATERN GUIDE SHORELINE
NO SCALE
Is
COMPACTED SOIL
TO PREVENT PIPING
DROP INLET NO GAPS IN
W/ GRATE BALES STAKED STRAW BALE
RUNOFF WATER
Q . p W/ SEDIMENT r FILTERED WATER
STRAW BALES END AND END
STAKED W/ TWO OVERLAP AT
STAKES PER BALES CORNERS
STRAW BALE INLET BARRIER
EC -3 NO SCALE
CI f1W 1 IMP — ^wn ui MAI rc
I
;NCHED
SECTION
NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SCALE. POINTS "A"
SHOULD BE HIGHER THAN POINT "B ". (MINIMUM OF THREE BALES ARE REQUIRED.)
c SWALE SEDIMENT BARRIER
NO SCALE
55 GALLON DR
CUT IN HALF
2 ROWS OF (4) 1 " x
SLOTS PLACED AROUND
SILT PROTECTION FOR
DITCH GRATE CSTG.S
SLOTTED BARREL BARRIER
NO SCALE
TE: 03 -31 -1995 TIME: 15:01 FILE: N:
STEP 1: STEP I PLACE AND STAKE STRAW
EXCAVATE THE TRENCH 4" (1Ocm) BALES. 2 "X2" (5cmx5cm)
VERTICAL FACE STAKES 9" TO 12" INTO
THE GROUND.
( ) 4 {4I1�{�"
BALE
WIDTH
STEP 3: STEP 4:
WEDGE LOOSE STRAW BETWEEN
BALES, 4t�o) I— SOIL. BACKFILL
OILKFILL AND COMPACT THE EXCAVATED
SET POSTS AND EXCAVATE A 4'X4'
STEP 11 TRENCH UPSLOPE FROM AND ALONG
THE LINE OF POSTS.
I
NO SCALE
STEP 2: STAPLE WIRE FENCING TO
F THE POSTS,
ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND
IT INTO THE TRENCH.
STEP 4:
4' (10cm)
NONWOVEN FILTER
FABRIC
BACKFILL AND CQMPACT�
THE EXCAVATEDtOIL,
PLAN
SILT FENCE BARRIER INSTALLATION
NO SCALE
E- My � ""
\_0 �Q��i;isT EqF� %�
93ow =_
it STATE OF
``\`\
OFF THE WALL SPORTS
CERTIFIED BY: REVISIONS REVISIONS PAUL I. CRIPE, INC. • LAND SURIVEYINGG TECH SERVICES CHECK: DATE: DRAWING TITLE: DWG. TYPE FILE NUMBER SHEET:
3 -31 -95 EROSION CONTROL DETAILS C206
2V 7172 GRAHAM ROAD • ARCHITECTURE SCALE: JOB NUMBER
�-y 9 INDIANAPOLIS, INDIANA 46250 95330 -20000
DATE (317) 842 -6777 • LAND PLANNING DATE: NONE
r
r.
F
IP
9
PLAN
STAKED AMD ENTRENCHED
STRAW BALE.
BINDING WIRE OR
TWINE
�� �'\
SOIL COMPACTED TO
FILTERED
1 1
PREVENT PIPING
RUNOFF
I1
SEDIMENT -LADEN
11=111:
I,
RUNOFF
SECTION
STRAW
BALE BARRIER
INSTALLATION
NO SCALE
STEP 2: STAPLE WIRE FENCING TO
F THE POSTS,
ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND
IT INTO THE TRENCH.
STEP 4:
4' (10cm)
NONWOVEN FILTER
FABRIC
BACKFILL AND CQMPACT�
THE EXCAVATEDtOIL,
PLAN
SILT FENCE BARRIER INSTALLATION
NO SCALE
E- My � ""
\_0 �Q��i;isT EqF� %�
93ow =_
it STATE OF
``\`\
OFF THE WALL SPORTS
CERTIFIED BY: REVISIONS REVISIONS PAUL I. CRIPE, INC. • LAND SURIVEYINGG TECH SERVICES CHECK: DATE: DRAWING TITLE: DWG. TYPE FILE NUMBER SHEET:
3 -31 -95 EROSION CONTROL DETAILS C206
2V 7172 GRAHAM ROAD • ARCHITECTURE SCALE: JOB NUMBER
�-y 9 INDIANAPOLIS, INDIANA 46250 95330 -20000
DATE (317) 842 -6777 • LAND PLANNING DATE: NONE
r
r.
F
IP
9