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OPW 15-0099 RFI Response combined scan
Attached to the e-mail OPW15/0099 - Information Request Response.
TEMPORARY SEDIMENT BASIN 2. -
BASE AREA - 604m
RL INVERT OF BASIN - 100.0
RL TOP OF BATTER - 102.0 (MIN)
RL OF SPILLWAY - 101.5
RL WATER SETTLING LEVEL - 101.5
RL SEDIMENT STORAGE DEPTH - 100.5
WIDTH OF SPILLWAY WEIR - 8.5m
MINIMUM SETTLING VOLUME = 622m?
MINIMUM STORAGE VOLUME = 311m?
MINIMUM TOTAL VOLUME = 933m?
TOTAL VOLUME ACHIEVED = 1973m?
NOTE:
BASIN LEVELS ARE A GUIDE ONLY
AND ARE TO BE CONFIRMED ON SITE
TO SUIT BEST WITH NATURAL
TERRAIN. CONTRACTOR TO ENSURE
MINIMUM VOLUMES ARE ACHIEVED.
SEDIM 3-
BASE AREA - 641m?
RL INVERT OF BASIN - 101.5
RL TOP OF BATTER - 103.5 {MIN}
RL OF SPILLWAY - 103.0
RL WATER SETTLING LEVEL - 103.0
RL SEDIMENT STORAGE DEPTH - 102.0
WIDTH OF SPILLWAY WEIR - 9.0m
MINIMUM SETTLING VOLUME = 682m?
MINIMUM STORAGE VOLUME = 341m*
MINIMUM TOTAL VOLUME = 1022m°
TOTAL VOLUME ACHIEVED = 1124m*
JOINS SHEET 1
STORMWATER BASIN TO BE UTILISED AS
A TEMPORARY SEDIMENT BASIN DURING
THE CONSTRUCTION PHASE. ENSURE
7 MINIMUM VOLUMES ARE ACHIEVED.
1
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I :
SEDIMENT FENCE ALONG EXISTING DOWNSTREAM
STORMWATER BASIN TO BE UTILISED AS
A TEMPORARY SEDIMENT BASIN DURING
THE CONSTRUCTION PHASE. ENSURE
MINIMUM VOLUMES ARE ACHIEVED.
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- BOUNDARIES PRIOR TO ANY CONSTRUCTION.
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NOTE:
JTO BE TOPSOILED AND DIRECT
SEEDED AS SOON AS PRACTICAL.
- — TEMPORARY
‘SEDIMENT BASIN
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CLEAN WATER DIVERSION DRAIN.
' REFER DWG. 15-001261-114 FOR
| TYPICAL SECTION AND NOTES.
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ea CLEAN WATER DRAIN AS FINAL
OPERATION.
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EMPORARY SEDIMENT BASIN & -
BASE AREA - 1048m
RL INVERT OF BASIN - 101.0
RL TOP OF BATTER - 103.0 (MINI
RL OF SPILLWAY - 102.5
RL WATER SETTLING LEVEL - 102.5
RL SEDIMENT STORAGE DEPTH - 101.5
WIDTH OF SPILLWAY WEIR - 12.0m
MINIMUM SETTLING VOLUME = 874m?
MINIMUM STORAGE VOLUME = 437m?
MINIMUM TOTAL VOLUME = 1311m?
TOTAL VOLUME ACHIEVED = 1778m*
NOTE:
BASIN LEVELS ARE A GUIDE ONLY
AND ARE TO BE CONFIRMED ON SITE
TO SUIT BEST WITH NATURAL
TERRAIN. CONTRACTOR TO ENSURE
MINIMUM VOLUMES ARE ACHIEVED.
NOTE:
BASIN LEVELS ARE A GUIDE ONLY
AND ARE TO BE CONFIRMED ON SITE
TO SUIT BEST WITH NATURAL
TERRAIN. CONTRACTOR TO ENSURE
MINIMUM VOLUMES ARE ACHIEVED.
JOINS SHEET 3
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REF NO. 132007.2398.02
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