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PHASE 1 FLAT GRAVITY <br /> 9`--- LAKE 16----- T Tpp 9'---- --......LAKE 26 TARS y,---- ----..._.LAKE 3.... .. Was <br /> E�I1S .... <br /> ppE�ApN� B.5'- ----------------- - C B.5'- ---------------- I% <br /> TT- ----- _ 6'- -----'----'- -PEN( 7.9'- --------------- -PEAK <br /> 5,_5.2',- STABLE 5'-i2'_ STABLE 5_5.2'_ -STABLE <br /> LAKE 17 LAKE 15 s 6KO LAKE 25 INSTAN- <br /> 9'--- - ---------- - is 9° - ------------ 9 is 9' - - - — Bus PHASE <br /> Bs' - <br /> --------------- <br /> ---------- STATIC <br /> Bs' -- - E Bs'- sTAnK es' E PUMPING <br /> PEAK U'- -PEAK 7.8'- PEAK <br /> 81'- -- - -PEAK <br /> -STABLE S2'- `tBLE 52'- STABLE _i2'- -STABLE <br /> LAKE 18 _ LAKE 14 LAKE 21_____ _ LAKE23 - LAKE24 - <br /> ____- 9'____ ____________ <br /> _- ----- - B.I'- '---- ^; -PEAKS 81`. .PEAKY <br /> 7T- TW TA'- - -PEAK ZO'- -PEAK <br /> y____ p____ y____ • . 7'____ p____ . <br /> 52'- -STABLE ,5.2'- -STABLE 52'-- -STABLE 5.2'- -STABLE ,5.2'- -STABLE <br /> LAKE 19 _ LAKE 12 ;i'TINpS�TEALL LAKE 22 INSTAN- <br /> .__....._.............._____ S 9'--- ----------------- <br /> 7. <br /> ___ ____________ p�BBs qc____ _____--_--_______ __.� Ous <br /> &5'' - <br /> 7.6'- .PEAK Z7- _______________ _PEAK 7.0'- --.PEAK <br /> STABLE 5_5.2'_ STABLE <br /> WETWELL <br /> PUMPING <br /> MANIFOLD <br /> -- --------_ <br /> Figure 4-2: Graphical representation of the result form analysis of model configuration AIW-L-ca-V20-la-PS-D-48. <br /> River Islands Phase 2 Stormwater Mitigation Rev 2 22 1 . <br /> PACE <br />