SW3220305_Plansheet - Misc. Detail_20220325 (3)

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SANDBAG 2" STRAW BALE BINDER WIRE
10 mil PLASTIC LINING 10 mil PLASTIC LINING STAPLES
(2 PER BALE) 10 mil PLASTIC LINING [BrownANDaldwell
3'
1.12" DIA 8 NATIVE MATERIAL
- STEEL WIRE � (OPTIONAL)
_ BERM ENVIRONMENTAL ENGINEERING AND CONSULTING
WOOD FRAME SECURELY 309 East Morehead Street, Suite 160, Charlotte, NC 28202
LATH AND SECTION B-B STAPLE [phone]
FLAGGING ON SECTION A -A FASTENED AROUND 2' - 0" MAX North Carolina Board of Examiners for Engineers and
3 SIDES ENTIRE PERIMETER NOT TO SCALE DETAIL SECTION B-B BETWEEN Surveyors License No. F-0785
NOT TO SCALE WITH TWO STAKES STAKES
10' MINIMUM
10' MINIMUM NOT TO SCALE
D TWO -STACKED WOOD OR /OODEN D
2X12 ROUGH METAL STAKES STAKE (T P)
OO O O O WOOD FRAME (2 PER BALE) 10' MINIMUM - WATTLEF F _
SANDBAG I
B B -
ElEl in
A A B
VARIES STAKE
VARIES (TYP)
0
VARIES
El El I z 154�1 15;1
BERM
I I
O El El 10 mil PLASTIC LINING DKI PLAN
ID NOT TO SCALE
�o..NN Cq R07.
' /p
.,:�FESSy•:L9
- I I K • l SEAL 9` •'
MIN 1'-6"MIN. t
365PENETRATION i'•:NGINL .•'�O.�a`
(TYP.) '���� �Y'D Ev
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02/20/22 9:47 AM
NOTES:
10 mil PLASTIC LINING PLAN TYPE "ABOVE GROUND"
NOT TO SCALE PLAN 1. WATTLES TO BE PLACED WHERE CENTER OF WATTLE TUBE IS PLACED PERPENDICULAR TO FLOW LINE OF DITCH.
TYPE "BELOW GRADE" WITH WOOD PLANKS 10 mil PLASTIC LINING NOT TO SCALE STRAW BALE 2. WATTLE TO BE USED IN CONJUNCTION WITH EROSION CONTROL BLANKET ON FILL SLOPE PLACEMENT.
TYPE "ABOVE GRADE" (TYP) 3. WATTLES TO BE 12" IN DIAMETER. FINAL DRAWINGS - FOR REVIEW
C WITH STRAW BALES 4. MULTIPLE WATTLES AND ADDITIONAL STAKES MAY BE NEEDED IN HIGH WATER FLOW RATE AREAS. PURPOSES ONLY - NOT C
RELEASED FOR CONSTRUCTION
PLYWOOD
48"X24" BLACK LETTERS MAINTENANCE NOTES:
PAINTED WHITE 6" HEIGHT NOTES:
1°I°I 1. ALLOW WASHED OUT CONCRETE MIXTURE TO "Oz1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
LAG SCREWS 1 I WSACCI
CONCRETE 1 I HARDEN THROUGH EVAPORATION OF THE 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
I I I CONCRETE WASHOUT WASTEWATER. ONCE THE FACILITY HAS 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY
I WASHOUT 1 I SIGN DETAIL REACHED 75 PERCENT OF ITS CAPACITY,IL
I I I 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE MAINTENANCE NOTES: \_�
° (OR EQUIVALENT REMOVE THE HARDENED CONCRETE BY WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
REUSING THE BROKEN AGGREGATE ONSITE, 1. PERFORM MAINTENANCE AS NEEDED TO MAINTAIN FUNCTIONING CHECK DAMS. 4�
OF THE WORK AND DISPOSED OF OR RECYCLED. 2. WATTLES TO BE INSPECTED REGULARLY AND AFTER EVERY 1" RAINFALL TO ENSURE THEY REMAIN THOROUGHLY
RECYCLING, OR DISPOSING OF OFFSITE. THE 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
HARDENED MATERIAL CAN BE BURIED ON SITE ENTRENCHED AND IN CONTACT WITH THE SOIL.
36" WOOD POST CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE 3. REMOVE ACCUMULATED SOIL AFTER HEIGHT HAS REACHED 1/2 THE HEIGHT OF THE CHECK DAM. ROCKY RIVER
3.5"X3.5"X8' WITH MINIMUM OF 1 FOOT OF CLEAN, WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED,
COMPACTED FILL. AND STABILIZED TO PREVENT EROSION. REGIONAL
1 2. APPLY A NEW LINER BEFORE REUSING THE 5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS WASTEWATER
- - STATION FOR ADDITIONAL WASHOUTS AFTER 36" MAINTENANCE HAS OCCURRED. UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE. TREATMENT PLANT
PHASE 3 EXPANSION
ESC-L CONCRETE WASHOUT SC_M WATTLES REVISIONS
VARIES SCALE: NTS C-0�00-6 3 SCALE: NTS REV DATE DESCRIPTION
B B
#5 WASHED STONE CLASS I RIP RAP MAINTENANCE NOTES: EXCESS MATERIAL TO BE
6" MIN. THICK x THIGH (MIN) DRAWN IN AND TIED OFF TO
1. INSPECT ROCK INLET PROTECTION WEEKLY AND AFTER A 2" x 2" WOODEN STAKE
EACH SIGNIFICANT RAINFALL EVENT (1-INCH OR
F 0 \ \�\ / GREATER).
\ PIPE 2. REMOVE ACCUMULATED SEDIMENT AND RESTORE THE TRENCH DRAIN
SEDIMENT STORAGE ARE TO ITS ORIGINAL DIMENSIONS CURB _ LINE IS 2 INCHES _
WHEN THE SEDIMENT HAS ACCUMULATED TO ON=HALF AT FULL SIZE
THE DESIGN DEPTH OF THE TRAP.
/ 3. CHECK THE STRUCTURE FOR DAMAGE. ANY RIP RAP DESIGNED: D. WRIGHT
DISPLACED FROM THE STONE HORSESHOE MUST BE DRAWN: R. JAMES
REPLACED IMMEDIATELY.
4. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE CHECKED: K. DEVENDORF
VOLUME = SEE TABLE BEEN PERMANENTLY STABILIZED, REMOVE THE CHECKED: D. VARJABEDIAN
PERSPECTIVE VIEW STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING APPROVED: K. DEVENDORF
AREAS AND PROVIDE PERMANENT GROUND COVER. FILTER SOCK 8" FILENAME
DIAMETER 154689-C-000-616.DWG
NUMBER
#5 WASHED STONE PROJECT
BC PROJNOTES: NOTES: MAINTENANCE NOTES: ECT
56673
2� CLASS I RIP RAP CLIENT PROJECT NUMBER
6 FINISHED GRADE 1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE 1. IF STAKING IS 1. INSPECT SOCKS WEEKLY AND AFTER EACH
II�ITI USED TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 NOT POSSIBLE, SIGNIFICANT RAINFALL EVENT (1-INCH OR GREATER).
. ACRES OR LESSPLACE HEAVY 2. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. CIVIL
FLOW CONCRETE
- 2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED 3. THE COMPOST SOCK MUST BE REPLACED IF
2��
13' BLOCKS
PIPE UNLESS OTHERWISE NOTED. CLOGGED OR TORN.
BEHIND THE
A 3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM SOCK TO HOLD 4. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY A
CLEANOUT ELEVATION (SEE NOTE 3) SECTION HEIGHT. IT IN PLACE NEED TO BE REPLACED WITH A LARGER DIAMETER
DURING OR A DIFFERENT MEASURE.
RUNOFF 5. THE SOCK NEEDS TO BE REINSTALLED IF EROSION &
EVENTS. UNDERMINED OR DISLODGED. C C M I rk A C K IT A T I n n l
H
H
(d
(.(
DRAINAGE AREA
DENUDED AREA
BASIN VOLUME
BASIN SURFACE
CLEANOUT
6. THE COMPOST SOCK SHALL BE INSPECTED UNTIL
v � v i i V i � i N Ill 1 1 v 114
(ACRES)
(ACRES)
(CU FT)
AREA (SQFT)
DEPTH (FT) H/2
H (FT)
LAND DISTURBANCE IS COMPLETE AND THE AREA
CONTROL DETAILS
I
ABOVE THE MEASURE HAS BEEN PERMANENTLY
3.89
0.70
14,000
3,900
1.50
3.00
STABILIZED.
'I
v
DRAWING NUMBER
ESC-N ROCK INLET PROTECTION fiR� FILTER SOCK C-000-616
C-0�00-6 2 SCALE: NTS
VARIES SCALE: NTS
Xx SHEET NUMBER ____
OF
1 2 3 4 5 6