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POND DESIGN SUMMARY <br />Pond No. Drainage 10-year Sediment Total Certified <br /> Area Runoff Storage Stora ge Drawings <br /> Storage <br />~ (AC) (Ac-Ft) (Ac-Ft) (Ac-Ft) <br />L~1' nS <br />/5-Pl 60.46 2.84 1.22 4.06 IV-31 <br />5-P2 Sediment Drop-Out Pond IV-32 <br />.5-P3 Sediment Drop-Out Pond IV-32 <br />/5A-P1 22.0 0.58 1.32 1.90 IV-35 <br />/9-P1 Refer to Leonard Rice Consulting Water Engineers Review <br />t%9-P2 of 9-P1, 9-P2, and 9-P3 provided at the end of this <br />t~ 9-P3 section and Drawing IV- 36 <br />r/ 9-P4 0.4 0.02 0.04 0.06 IV-37 <br />;,'~9-P5 1.5 0.08 0.15 0.23 IV-37 <br />..'9-P6 11.4 0.50 0.94 1.44 IV-38 <br />9-P7 9.79 0.19 0.23 0.42 IV-39 <br />v 9-p8 12.64 0.13 0.56 0.69 IV-40 <br />/ 9A-P1 81.0 1.76 3.24 5.00 IV-42 <br />/9A-P2 8.41 0.18 0.29 0.47 IV-43 <br />~9A-P3 5.28 0.11 0.23 0.34 IV-44 <br />v 9A-P4 7.00 0.15 0.25 0.40 IV-45 <br />1. SH-P1 10.4 0.38 0.25 0.63 IV-41 <br />L SH-P2 6.22 0.15 0.23 0.38 IV-39 <br />HR-P1 38.90 1.48 1.77 3.25 IV-54 <br /> <br />( ~-PS,S- P~, S-I'~ <br />Amoco lid <br />Exhibit 18 -5 - Revised 9/27/91 <br />