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11000 DISCHG 17.30 17.19 17.08 16.98 16.88 0 16.79 16.70 16.62 16.54 16.46 <br /> 00 ELEV 29.67 29.66 29.66 29.65 29.65 29.64 29.64 29.64 29.63 29.63 <br /> 24.00 DISCHG 16.38 16.30 16.22 16.11 15.98 15.81 15.59 15.31 14.% 14.54 <br /> 00 ELEV 29.63 29.62 29.62 29.61 29.61 29.60 29.59 29.58 29.56 29.55 <br /> ,.00 DISCHG 14.06 13.52 12.93 12.31 11.66 10.99 10.33 9.67 9.03 8.42 <br /> 25.00 ELEV 29.52 29.50 29.48 29.45 29.42 29.39 29.36 29.33 29.31 29.28 <br /> 26.00 DISCHG 7.82 7.26 6.73 6.22 5.75 5.30 4.88 4.49 4.13 3.79 <br /> 26.00 ELEV 29.25 29.23 29.21 29.18 29.16 29.14 29.13 29.11 29.09 29.08 <br /> 27.00 DISCHG 3.48 3.19 2.93 2.68 2.45 2.24 2.05 1.99 1.97 1.96 <br /> 27.00 ELEV 29.06 29.05 29.04 29.03 29.02 29.01 29.00 28.99 28.99 28.98 <br /> 28.00 DISCHG 1.94 1.93 1.91 1.89 1.88 1.86 1.85 1.83 1.B2 1.80 <br /> 28.00 ELEV 28.97 28.% 28.% 28.95 28.94 28.93 28.92 28.92 28.91 28.90 <br /> 29.00 DISCHG 1.79 1.77 1.76 1.74 1.73 1.72 1.70 1.69 1.67 1.66 <br /> 29.00 ELEV 28.89 28.89 28.88 28.87 28.87 28.86 28.85 28.84 28.84 28.83 <br /> RUNOFF VOLUME ABOVE BASEFLOW s 2.89 WATERSHED INCHES, 787.97 CFS-NRS, 65.12 ACRE-FEET; BASEFLOW = .00 CFS <br /> EXECUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 1 <br /> REGARD ID <br /> RECORD IO <br /> EXECUTIVE CONTROL OPERATION ENDJOB <br /> 9 <br /> e <br /> 4 <br /> 0 XEQ 11/05/92 Stockton California - Austin Landfill JOB 1 SUMMARY <br /> Post-develREV 02/24/87 <br /> nt Condition Preliminary (11/5/92) PAGE 5 <br /> ;UWARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED <br /> (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH <br /> A QUESTION MARKO) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) <br /> v <br /> ' SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE <br /> STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME <br /> ---•--------------------- RUNOFF <br /> ' ID OPERATION AREA # INCREM BEGIN AMOUNT DURATION Y ELEVATION TIME RATE RATE <br /> (SQ MI) (HR) (HR) (IN) (MR) (IN) (FT) (MR) (CFS) (CSM) <br /> ALTERNATE 1 STORM 1 <br /> i <br /> XSECTION 1 RUNOFF .42 1 2 .10 .0 3.20 24.00 2.97 --- 10.79 184.75 437.8 <br /> j STRUCTURE 1 R£SVOR .42 1 2 .10 .0 3.20 24.00 2.89 33.58 11.80* 100.26* 237.6 <br /> TR20 XEO 11/05/92 Stockton California _ Austin Landfilt JOB 1 SUMMARY <br /> REV 02/24/87 Post-development Condition Preliminary (11/5/92) PAGE 6 <br /> OMMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIOIS AND STRUCTURES FOR ALL STORMS AND ALTERNATES <br /> SECTION/ DRAINAGE <br /> STRUCTURE AREA STORM NUMBERS.......... <br /> 1 ID (S0 NO 1 <br />