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Pre-Request Response Application 132001.210310.1
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/ BIO-BASIN
PROPOSED RETAINING WALL
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1500 AJ
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TW 9.60. TOP OF FILTER MEDIA
TW = TOP OF WALL, BW =
~ MAJOR FLOW DIRECTION
SECTION A
SCALE1:50 3
KEY PLAN TOT AL DETENTION VOLUME = 3730m
DI!:~QN CHECK 8_ CoosullinglWlI Ply lld Engin..rs & Manogon
Levell, 15 Nicklin Wat, Buddina QLDAustrolia 4575
STOCKLANO LAKE OOONELLA PTY LTO T~ephone 07 5470 9260 Focsimile 07 5470 9262
PEP
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AS SHOWN
DIIIA’MI C_CK BRENT TliOI1A5 1862
LAKE OOONELLA NOOSA CONSlA.T AUSTKAIJA
PE.P N09004
FOR & ON BEHALF OF BROWN CONSULTING PlY LTD
STAGE C ~
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1250 5
1500
TOP OF PIT 9.00-
TOP OF WEIR
RL 9.80m
DETENTION VOLUME
1210m?
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TOP OF FILTER MEDIA, \ \
RL 7.50m
OF WEIR
RL 9.30m
BIO-BASIN
0 5 0 At
a3
7>—TOP OF BASIN 9.60
900x900 FIELD INLET- T*———TOP WEIR LEVEL 9.30
TOP OF FILTER MEDIA 7.50m
525D
IL_6.90
Y {L 6.50 SWALE TO CULVERT
j-——2x225H OUTLET PIPES IL 7.80
-TOP OF EXISTING FILTER MEDIA . ~
vie “RL 6.00m~ . ~
450010
11000
5
0
CROSSING DETENTION
10
450 DIA RCP
U/S IL 9.30
D/S IL 9.15
20 A
AB
=
LEGEND
PROPOSED RETAINING WALL
PROPOSED WEIR
PROPOSED FILTER MEDIA (518m?)
PROPOSED ROCK PROTECTION
EXISTING FILTER MEDIA
TOP OF BATTER
RETAINING WALL LEVEL
TW 9.600 W.= TOP OF WALL, BW = TOP OF FILTER MEDIA
a MAJOR FLOW DIRECTION
SECTION (AY
SCALE1:50 Va
Fas wou sag GATE 46200 TE Ht KEY PLAN TOTAL DETENTION VOLUME = 3730m?
Pinet | CALCS |DRAWH| DATE aaa pesan cHeck ‘SCALE (METRES | MICROFILM No. SURVEYOR ‘CUENT Brown Consultin (QLD) Pty Lid Engineers & Managers ‘DRAWING TITLE
BIEL of ao pee RIRNOVATION PARKWAY, BIRTIWYA STOCKLAND LAKE DOONELLA PTY LTD Sep Bat aa Se ical
ee ee AS SHOWN power nn Pappy 6 TRBB Foe (07) 5193 6650 Vora . P QUALITY & QUANTITY
¥ PEP_| PEP [9.062002] SURVEYORS DETALS AMENDED ee Nog004 o=—_— LAKE DOONELLA NOOSA ‘CONSULT AUSTRALIA | DRAWING WONDER
3 F : FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD STAGE Cc wi NO9004-SK26
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