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LATE RFI Attachment 1 - Amended Proposal Plans
Original PDF page 11, section 3. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn8 Recycling pipework as per 14. All materials shall be new, proven in service & suitable for the intended
R
08 10
0
Pit
9.6
1 7 IK
ES
IK Booth P.S. Pre cast concrete silt pit complete Z purpose.
85
10
future Carwash Equipment
EW
Outlet
09.
TP
with H.D. grated cover.
TEL
sink
Suppliers drawings.
FSL 109.80
15. Testing & commissioning shall be carried out prior to practical completion
ESWD
L1
RCW
FSL 109.80 to clearly demonstrate & record that the works efficiently meet the
FS
.75
Existing
FSL 109.80
ES
GWD
Drainage
09
specified performaces & have been successfully commissioned as a
Landscaping
conc slab
TEL
L1
Vending & Change
FFL 109.08 fridge Pit complete & integrated installation.
FS
8.6
4
Secure FFL 109.95
FSL 109.05
W
ESWD
EW
RC
10
GWD
ES
FSL 109.93
IK
PlantGWD SITE SPECIFIC SEWERAGE NOTES:
109.
Storage 20,000 L MIN
TEL
fridge GWD GWD GWD GWD
FS
Vac Bay 3
Area
20,000 L MIN TD Room
L1
80
New Roadway lane marking
Recycle Unit
sink
GWD
Reclaim Unit location as per 1. The equipment for the treatment of liquid trade waste is to be kept clean
ES
09
.40
ESWD
TEL
Car Wash equipment dwgs. and maintained (by ongoing removal of accumulated material from
.0 5
GWD
0
09
8.6 Oil/Water Separator Treatment Capacity = channels, silt traps and coalescing plate packs, and timely removal of
EW
L1
10
GWD
.57 Store Room Roof Water
ES
FS
08
GW GW 7,200 L/hr MIN. Note: 2 No. Electrical accumulated solids from Silt Pits, Reclaim Pits & the Pewtrol/Oil
EX. 150mm Ø VC Sewer Pipe
TEL
1 D
Vending
D
IK 0 Roof Water FWG Retention Tank diaphragm pumps mounted above floor Interceptor Pit by a licensed liquid waste contractor etc) in an efficient
8.8 WC 150mm FW Ø Grate within GW
FSL 109.80
ESWD
10 Store Room Retention Tank Oil/Water D GW
FSL 109.70 delivers oily waste water from Holding Pit to condition to the satisfaction of the Relevant Authority & must not be
GWD
Bike Rail
FSL 109.30 Height Bar bunded area. S S S S D
ES
GW above ground mechanicalVacoilIsland
water modified without approval in writing of the Relevant Authority.
TEL
Bench Separator D GW
Site Boundary 40.213M, 82 ° 00' 50"
6 Drainage D separator to be connected to waste oil 2. Spills/leaks should be cleaned up using dry cleaning methods.
EW
.5 GW
08
S
1 D
3 Pit GW container & disconnector gully. 3. All liquid trade waste from the Auto Wash bays shall pass through a
ES
8.5
FSL 109.80
ESWD
ORG DG GW D G
TEL
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