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Stormwater Treatment & Water Quality Management Plan_April2014
Attached to the e-mail REC13/0146 - Response to Information Request - Email 2.
Plans and drawings
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Log in to see the plans as drawnLENGTH VARIES KERB_& GUTTER TVVY 10 TO SURFACE WITH CONCRETE SURROUND KERBSIDE_ BASIN LAYOUT 600 x 600 OVERFLOW PIT UNDERGROUND DRAINAGE PIPE SCALE 1:100 SLOTTED RIGID PIPE RS BBIA = 10m? — RS BBIB = 15m? RS BB2 = 10m? 3.20 FOOTPATH IF REQUIRED KERB 0.60 2.00 0.60 2 3%> THe NY AVA AY AYA OES i 0.40 FILTER MEDIA (SANDY LOAM) (SATURATED HYDRAULIC CONDUCTIVITY 300mm/Hr) TRANSITION LAYER COARSE SAND 1mm @ DRAINAGE LAYER 2—5mm WASHED SCREENINGS 100@ SLOTTED RIGID PIPE STORMWATER DRAINAGE PIPE oj 0.20 POLY POOL LINER WITH WELDED JOINS ROADSIDE BASIN SECTION SCALE 1:50 SANDY LOAM PLANT — WITH NATIVE DROUGHT RESISTANT SHRUBS & GRASSES fl 1.5m | r— 450 x 450 GRATED OVERFLOW PIT 200 x 75 CCA TREATED PINE SLEEPERS 50mm 0.15m 0.4m 0.2m COARSE SAND 7 #150 OUTLET FROM O/F PIT TO INTERLOT DRAINAGE 9100 SLEEVED SEEPAGE PIPE TO INLET OF O/F PIT SECTION A — A ROOFWATER TANK OUTLET PIPE & PAVED 150 OUTLET 1.5m AREA DRAINAGE. OUTLET PIPE— FROM O/F PIT IL TO MATCH SAND SURFACE LEVEL TO INTERLOT DRAINAGE. 4.0m [ ; A t N T Ilodl Hit TI—T1 #100 SLEEVED SEEPAGE PIPE CoD DDD nd Tr ‘_ OVERFLOW PIT PRIVATE_RAIN GARDEN PLAN Project Callaghan & Toth Civil, Environmental & . . location Hydraulic Engineers 8/41 Sunshine Beach Road PO BOX 2305 NOOSA HEADS 4567 Ph: 54749081 Fax: 54749041 COOROY Mt 57 LOTS RESIDENTIAL RECONFIGURATION TYPICAL RAINGARDENS DETAILS 55 LAKE MACDONALD DRIVE / PEARSONS ROAD Figure 4.3 —_ www.callaghanandtoth.com.au Scale: NTS Date: APRIL 2014 Page 20 450 x 450 GRATED
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