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Reference Document MCU22/0102 Cubo Consulting Letter Final
PIT / NODE DETAILS Version 15
Name Type Family Size Ponding Pressure Surface Max Pond Base Blocking x y Bolt-down id Part Full Inflow Pit is Internal Inflow is Minor Safe Major Safe
Volume Change Elev (m) Depth (m) Inflow Factor lid Shock Loss Hydrograph Width Misaligned Pond DepthPond Depth
(cu.m) Coeff. Ku (cu.m/s) (mm) (m) (m)
Pit11 OnGrade SIP 900 mm Sqre SIP 1.5 108.99 0 0 10904.7 39979.4 Yes 10 1 x Ku No New
Pit9 OnGrade SIP 900 mm Sqre SIP 1.5 108.35 0 0 11614.76 12060.86 Yes 8 1 x Ku No New
N44 Node 108.32 0 11962.15 6047.001 172 No
P8A OnGrade SIP 1200 x 900 mm SIP 1.5 108.75 0 0 20786.32 20354.95 No 12 1 x Ku No New
P8 OnGrade SIP 600 mm Sqre SIP 1.5 109 0 0 19599.84 22486.9 No 11 1 x Ku No New
P9 OnGrade SIP 600 mm Sqre SIP 1.5 108.75 0 0 18454.5 12250.97 No 7 1 x Ku No New
P7 OnGrade SIP 600 mm Sqre SIP 1.5 109.3 0 0 24549.84 29500.97 No 13 1 x Ku No New
N Diamond Node
Ln 109.5 0 78677.1 12994.54 175 No
N PreDev Node 108.32 0 12100.34 -2778.93 2231611 No
N Landscaping
Node 109.3 0 25480.11 40093.27 2730476 No
P1 Sag SIP 600 mm Sqre SIP7.866 1.5 109.6 0.15 0 0 55999.84 34975.97 No 1 1 x Ku No New 0.05 0.15
N Natural Node 108.32 0 21620.7 -3988.7 10149475 No
N P1 DUMMY Node 109.6 0 57713.32 29911.36 8692681 No
P2 OnGrade SIP 600 mm Sqre SIP 1.5 109.7 0 0 55999.84 21650.97 No 2 1 x Ku No New
P3 Sag SIP 600 mm Sqre SIP0.765 1.5 109.65 0.05 0 0 58743.62 12509.4 No 3 1 x Ku No New 0.05 0.05
P4 OnGrade SIP 600 mm Sqre SIP 1.5 109.65 0 0 33499.84 9990.973 No 4 1 x Ku No New
P5 - Treatment
OnGrade SIP 600 mm Sqre SIP 1.5 109.6 0 0 29949.84 8470.973 No 6 1 x Ku No New
P6 OnGrade SIP 600 mm Sqre SIP 1.5 109.2 0 0 26699.84 9990.973 No 5 1 x Ku No New
DETENTION BASIN DETAILS
Name Elev Surf. Area Not Used Outlet Type K Dia(mm) Centre RL Pit Family Pit Type x y HED Crest RL Crest Length(m)
id
OSD 108.425 1 Culvert 0.5 44912.91 36273.7 No 3728845
108.43 25.6
108.85 25.6
108.855 0.72
109.8 0.72
109.85 100
109.9 500
SUB-CATCHMENT DETAILS
Name Pit or Total Paved Grass Supp Paved Grass Supp Paved Grass Supp Paved Grass Supp Paved Grass Supp Lag Time Gutter Gutter Gutter Rainfall
Node Area Area Area Area Time Time Time Length Length Length Slope(%) Slope Slope Rough Rough Rough or Factor Length Slope FlowFactor Multiplier
(ha) % % % (min) (min) (min) (m) (m) (m) % % % (m) %
C P8 P8A 0.0335 100 0 0 5 5 2 0 1
C P7 P7 0.0093 100 0 0 5 5 2 0 1
C PreDev N PreDev 0.1837 77 23 0 5 5 2 0 1
C Landscaping
N Landscaping 0.0274 0 62 38 5 5 2 0 1
C Roofs OSD 0.0845 100 0 0 5 5 2 0 1
C P1 P1 0.0144 100 0 0 5 5 2 0 1
C Natural N Natural 0.1837 0 100 0 5 5 2 0 1
C p2 P2 0.006 100 0 0 5 5 2 0 1
C P3 P3 0.0086 100 0 0 5 5 2 0 1
PIPE DETAILS
Name From To Length U/S IL D/S IL Slope Type Dia I.D. Rough Pipe Is No. Pipes Chg From At Chg Chg Rl Chg RL etc
(m) (m) (m) (%) (mm) (mm) (m) (m) (m) (m) (m)
Pipe6 Pit11 Pit9 27.926 107.15 106.971 0.64 Concrete, under roads,
600 1% minimum
600 slope
0.013 New 1 Pit11 0
Pipe7 Pit9 N44 6.007 106.968 106.93 0.63 Concrete, under roads,
600 1% minimum
600 slope
0.013 New 1 Pit9 0
Pipe3 P8A P8 2.426 107.695 107.671 0.99 uPVC, under roads,150
1% minimum
154 slope 0.012 New 1 P8A 0
Pipe4 P8 P9 10.3 107.671 107.568 1 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 P8 0
Pipe5 P9 Pit9 6.842 107.568 107.5 0.99 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 P9 0
Pipe2 P7 P8 8.585 107.757 107.671 1 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 P7 0
Pipe1 OSD P1 3.1 108.425 108.21 6.94 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 OSD 0
Pipe12 N P1 DUMMY P2 13.325 108.21 108.077 1 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 N P1 DUMMY 0
Pipe13 P2 P3 9.544 108.077 107.982 1 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 P2 0
Pipe14 P3 P4 25.369 107.982 107.728 1 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 P3 0
Pipe10 P4 P5 - Treatment 3.862 107.728 107.689 1.01 uPVC, under roads, 90
1% minimum
86 slope 0.012 New 1 P4 0
Pipe9 P4 P6 6.8 107.728 107.653 1.1 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 P4 0
Pipe11 P5 - Treatment
P6 3.588 107.689 107.653 1 uPVC, under roads,150
1% minimum
154 slope 0.012 New 1 P5 - Treatment 0
Pipe8 P6 P9 8.549 107.653 107.568 0.99 uPVC, under roads,225
1% minimum
242 slope 0.012 New 1 P6 0
DETAILS of SERVICES CROSSING PIPES
Pipe Chg Bottom Height of Service
Chg Bottom Height of Service
Chg Bottom Height of Service
etc
(m) Elev (m) (m) (m) Elev (m) (m) (m) Elev (m) (m) etc
CHANNEL DETAILS
Name From To Type Length U/S IL D/S IL Slope Base WidthL.B. Slope R.B. Slope Manning Depth Roofed
(m) (m) (m) (%) (m) (1:?) (1:?) n (m)
OVERFLOW ROUTE DETAILS
Name From To Travel Spill Crest Weir Cross Safe Depth SafeDepth Safe Bed D/S Area id U/S IL D/S IL Length (m)
Time Level Length Coeff. C Section Major StormsMinor Storms
DxV Slope Contributing
(min) (m) (m) (m) (m) (sq.m/sec) (%) %
OF222 P8A N44 0.1 4 m wide pathway 0.3 0.15 0.4 2.13 0 411112 108.75 108.32 20.2
OF220 P7 P8A 0.1 7.5 m roadway with0.3
3% crossfall
0.15and barrier
0.4kerb 4.37 0 411109 109.3 108.75 12.6
OF2144 N Landscaping
N44 0.3 4 m wide pathway 0.3 0.15 0.4 1.86 0 2730479 109.3 108.4 48.4
OF7546 OSD P1 0.1 109.8 1.2 2 4 m wide pathway 0.3 0.15 0.4 0.43 0 8176507 109.8 109.75 11.5
OF1 P1 P2 0.2 4 m wide pathway 0.3 0.15 0.4 0.36 0 179 109.75 109.7 13.7
OF2 P2 P3 0.1 4 m wide pathway 0.3 0.15 0.4 0.52 0 180 109.7 109.65 9.7
OF3 P3 N Diamond Ln 0.1 4 m wide pathway 0.3 0.15 0.4 2.5 0 181 109.7 109.5 8
PIPE COVER DETAILS
Name Type Dia (mm) Safe Cover (m)
Cover (m)
Pipe6 Concrete, under roads,
600 1% minimum
0.6 slope
0.73
Pipe7 Concrete, under roads,
600 1% minimum
0.6 slope
0.74
Pipe3 uPVC, under roads,154
1% minimum
0.5 slope 0.9
Pipe4 uPVC, under roads,242
1% minimum
0.5 slope 0.93
Pipe5 uPVC, under roads,242
1% minimum
0.5 slope 0.6
Pipe2 uPVC, under roads,242
1% minimum
0.5 slope 1.08
Pipe1 uPVC, under roads,242
1% minimum
0.5 slope -0.25 Unsafe
Pipe12 uPVC, under roads,242
1% minimum
0.5 slope 1.14
Pipe13 uPVC, under roads,242
1% minimum
0.5 slope 1.38
Pipe14 uPVC, under roads,242
1% minimum
0.5 slope 1.42
Pipe10 uPVC, under roads, 86
1% minimum
0.5 slope 1.82
Pipe9 uPVC, under roads,242
1% minimum
0.5 slope 1.3
Pipe11 uPVC, under roads,154
1% minimum
0.5 slope 1.39
Pipe8 uPVC, under roads,242
1% minimum
0.5 slope 0.93
This model has no pipes with non-return valves
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