Original source · versioned page text
15-001261-110
From the archive OpWks.submission.ES&C.25.06.15.zip, inside OPW15/0099 Erosion & Sediment Control plans. File date in the archive: 2015-06-25 14:25.
TEMPORARY SEDIMENT BASIN 1 -
BASE AREA - TO SUIT ULTIMATE
SEDIMENT FENCE ALONG EXISTING RL INVERT OF BASIN - 99.0
DOWNSTREAM BOUNDARIES PRIOR RL TOP OF BATTER - 101.0 (MIN)
TO ANY CONSTRUCTION. RL OF SPILLWAY - 100.5
RL WATER PONDING LEVEL - 100.5
RL SEDIMENT DEPTH - 99.5
WIDTH OF SPILLWAY WEIR - 7.0m
MINIMUM PONDING VOLUME = 750m?
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.
f TEMPORARY
SEDIMENT BASIN 1
a <A TEMPORARY SEDIMENT BASIN DURING
\ “THE CONSTRUCTION PHASE. ENSURE
Sy
TEMPORARY
SEDIMENT
BASIN 2
SEDIMENT FENCE (OR AS DIRECTED BY
SITE SUPERINTENDENT
DIRTY WATER DIVERSION DRAIN
ALIGNMENT IS INDICATIVE ONLY - CONTRACTOR TO
ENSURE DIRTY WATER SITE RUN-OFF IS DIRECTED TO
SEDIMENT BASINS THROUGH ALL PHASES OF CONSTRUCTION
CONCRETE SLEEPER RETAINING WALL -
ENTRY/EXIT POINT
SEDIMENT FENCE ALONG EXISTING
DOWNSTREAM BOUNDARIES PRIOR
TO ANY CONSTRUCTION.
EARTHWORKS SURFACE CONTOUR (0.25m INTERVAL) w
EXISTING SURFACE CONTOUR (0.50m INTERVAL) E
tuo
AREA OF CUT w
AREA OF FILL Wo wn
Yn
2
oO
S
SEDIMENT BASIN NOTES - CONSTRUCTION PHASE
1. DURING CONSTRUCTION PHASE DETENTION BASINS TO ACT AS
TEMPORARY SEDIMENT BASINS.
2. STORMWATER OUTLETS TO BE TEMPORARILY BLOCKED OFF UNTIL
SEDIMENT BASIN HAS BEEN DECOMMISSIONED.
3. ANY BIO-FILTRATION MEDIA IS NOT TO BE INSTALLED UNTIL
SEDIMENT BASIN HAS BEEN DECOMMISSIONED.
<2
LENGE.
Gate
oak
a
NOTES:
1. DRAWINGS TO BE READ IN CONJUNCTION WITH
APPROVED VEGETATION MANAGEMENT PLAN
2. REFER DRG 15-001261-113 FOR NOTES & DETAILS
3. PROVIDE TEMPORARY APPROVED CHILD RESISTANT
FENCE AROUND PERIMETER OF TEMPORARY SEDIMENT
BASINS TO MANUFACTURER'S SPECIFICATION.
4. TOPSOIL STOCKPILES:
- TO BE PERIMETER FENCED WITH SEDIMENT FENCE.
- NOT LOCATED IN SURFACE FLOW CORRIDORS.
eo
=
oN
D6
<—.
RR
= 6S
\
Vv
95 HY
et aey
pas V4
D WO: f
. Ny
4 Dr ~ SS
0p SX
HYDROMULCH BATTERS. \
3 ‘
4
as x Zz
GEO-FABRIC LINING ALONG EXTENT
OF OVERLAND FLOW PATH.
REF NO. 132007.2398.02
FILE: 15-001261-110.dwq_ DATE: 24-06-2015 TIME: 08:20
Xref's: X_15-001261_TITLE X15-001261-ESC X_15-001261_BASE X_15-001261_CUTFILLHATCH X_15-001261_CONTS USR: mark hastings
wel iy [a [ies newer ora “Wh 38 Nesbonine Streets Chelmer QLD 4068 PALM LAKE WORKS PTY LTD Cc con Panu SEDIMENT AND EROSION CONTROL
we ‘sn 1 5 0 10 20 “ Mob: 0412 744 223 E: [email protected] — ZH Y EARTHWORKS PHASE LAYOUT
ge nana sco] | ‘ Prosecr we, | APPROVED 19 TRADING POST ROAD il Cale Consuting (QL0) ty Ltd ain PLAN SHEET 1 OF 3
ae KK 15-001261 tat warnew ou veo 10 COOROY calibre Sr Senn aD maemn ) [a Hmer =
3iF for 1 on acuatr fe eat lcanst nc (avo) pry LTD PALM LAKE RESORT CONSULTING beams Caters tcoe Sy Sapper betes aatSOBE 15-001261-110
= fest
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.