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2 3 4 5 6 7 <br /> SOUTH SIDE DRAIN = E <br /> U <br /> W �'Ua <br /> F <br /> r <br /> W <br /> F- <br /> o <br /> o_ <br /> 4970 4970 Fol <br /> 4965 0 0 4965 <br /> CD 0 <br /> F — FLOW DIRECTION — — — Q- —_ — — — - <br /> 4960 'o 4960 <br /> LU - TUCSON STREET&HWY 7 W — <br /> z NO CULVERT FROM SE CORNER END INFLOW z <br /> J ELEV.49603 BEGINOUTFLOW J <br /> _U STA 19+50.00 _ U/EL 4954.00 � <br /> 4955 STA10 0.00 ¢ 4955 <br /> EL 4953.00 <br /> MAXIMUM AND MINIMUM <br /> WATER ELEVATIONS 6"PERFORATED PIPE <br /> 4950 MEASURED AT TS MW-6 4950 <br /> 10+00 12+00 14+00 16+00 18+00 20+00 L 1 <br /> D U <br /> Z <br /> 4970 4970 O <br /> / <br /> 4965 0 4965 m <br /> — o v — <br /> o — — — — — — — — cD <br /> Q FLOW DIRECTION — 04 <br /> 4960 W MAXIMUM AND MINIMUM 4960 <br /> WATER ELEVATIONS BEGIN INFLOW LU <br /> z MEASURED AT TS HIGH POINT Z <br /> J - MW-17 STA 26+40.00 J <br /> C = EL 4958.00 = <br /> U U <br /> 4955 Q 0 29% Q 4955 0 <br /> MAXIMUM AND Fa <br /> MINIMUMLN <br /> 6"PERFORATED PIPE O <br /> ELEVATI w <br /> Z MEASUR <br /> 4950 MW-5 4950 <br /> Z 20+00 22+00 24+00 26+00 26+45 <br /> w <br /> 0 <br /> O <br /> Ir e W > N <br /> o 0-L-, U) <br /> Zw0 <br /> z <br /> 0 Q Uw J w 0 <br /> It o LL) :3 w O <br /> ~ U o <br /> s a n- <br /> c~n Q <br /> w <br /> U) <br /> NOTE: <br /> 1. CLEANOUTS NOT SHOWN IN PROFILE.CLEANOLMS TO BE Project No.: 133-23514-17005 <br /> N A <br /> PLACED EVERY 300'OR AT HORIZONTALS BENDS IN PIPE,a Designed By:BEGINNING OR END OF PIPE AND AT LOCATIONS SHOWN IN <br /> PLAN VIEW. Dm—By: <br /> a 2. MONTHLY WATER LEVEL MEASUREMENTS WERE TAKEN BY Checked By: A <br /> AGGREGATE INDUSTRIES FROM JANUARY 2018 TO JANUARY <br /> 2019.MAXIMUM AND MINIMUM WATER LEVELS ARE 0 20 40' 80' <br /> PROJECTED ONTO PROFILE AT APPROXIMATE LOCATIONS <br /> WEST CELL PROFILES FROM NEARBY MONITORING WELL LOCATIONS. SCALE 1"=40' G 3 <br /> HORZ SCALE:1"-40;VERT SCALE:1"e5' O <br /> m teeee�� Bar Measures 1 inch <br />