2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021

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FIGURES!
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Figure!1:!Locality!Plan!                                                          3!
Figure!2:!Development!Layout!                                                     4!
Figure!3:!Conceptual!Water!Quality!Treatment!Train!                               7!
Figure!4:!Model!Layout!                                                           9!
Figure!5:!WSUD!Strategy!                                                         12!
Figure!6:!Catchment!Plan!                                                        20!
Figure!7:!Detention!Strategy!                                                    21!
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TABLES!
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Table!1:!Site!stormwater!quality!objectives!(operational!phase)!                  5!
Table!2:!Impervious!Percentage!                                                   8!
Table!3:!Catchment!Areas!                                                         9!
Table!4:!MUSIC!Rainwater!Tank!Parameters!                                        10!
Table!5:!Bioretention!Basin!Design!Parameters!                                   11!
Table!6:!MUSIC!Results!–!LoadbBased!Pollutant!Outputs!                           13!
Table!7:!!WBNM!SubbCatchment!Fraction!Impervious!Values!–!Existing!Scenario!     15!
Table!8:!!Existing!Scenario!WBNM!Outlet!Peak!Flows!                              15!
Table!9:!Rational!Method!Calibration!Summary!(Total!Catchment)!                  16!
Table!10:!Rational!Method!Peak!Flows!Versus!WBNM!Peak!Flows!                     16!
Table!11:!!WBNM!SubbCatchment!Fraction!Impervious!Values!–!Developed!Scenario!   17!
Table!12:!!Developed!Scenario!WBNM!Outlet!Peak!Flows!–!Outlet!1!                 17!
Table!13:!!Developed!Scenario!WBNM!Outlet!Peak!Flows!–!Outlet!2!                 18!
Table!14:!Storage!and!Outlet!Details!of!Detention!System!                        18!
Table!15:!!Comparison!of!WBNM!Outlet!Peak!Flows!–!Outlet!1!                      19!
Table!16:!!Comparison!of!WBNM!Outlet!Peak!Flows!–!Outlet!2!                      19!
Table!17:!!Level!Spreader!Calculations!                                          22!
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[OCR of page images]
FIGURES

Figure 1: Locality Plan

Figure 2: Development Layout

Figure 3: Conceptual Water Quality Treatment Train
Figure 4: Model Layout

Figure 5: WSUD Strategy

Figure 6: Catchment Plan

Figure 7: Detention Strategy

TABLES

Table 1: Site stormwater quality objectives (operational phase)

Table 2: Impervious Percentage

Table 3: Catchment Areas

Table 4: MUSIC Rainwater Tank Parameters

Table 5: Bioretention Basin Design Parameters

Table 6: MUSIC Results — Load-Based Pollutant Outputs

Table 7: WBNM Sub-Catchment Fraction Impervious Values — Existing Scenario
Table 8: Existing Scenario WBNM Outlet Peak Flows

Table 9: Rational Method Calibration Summary (Total Catchment)

Table 10: Rational Method Peak Flows Versus WBNM Peak Flows

Table 11: WBNM Sub-Catchment Fraction Impervious Values — Developed Scenario
Table 12: Developed Scenario WBNM Outlet Peak Flows — Outlet 1

Table 13: Developed Scenario WBNM Outlet Peak Flows — Outlet 2

Table 14: Storage and Outlet Details of Detention System

Table 15: Comparison of WBNM Outlet Peak Flows — Outlet 1

Table 16: Comparison of WBNM Outlet Peak Flows — Outlet 2

Table 17: Level Spreader Calculations

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on bw

12
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wou

10
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