C C 12. C 24510. SILVER CREEK XSECS LOOK UPSTREAM C 24510. C 24510. XSECS 24510 THRU 31560 FROM LAKE CUNNINGHAM INTERIM GRADING PLANS C 24510. XSECS 0 THRU 1100 (THOMPSON CK) AND 3815 THRU 8160 C 24510. FROM NOLTE SILVER CK STUDY 732-72-00 DECK 13 C 24510. XSECS 1100 THRU 2100 FROM SCVWD SURVEY X-SECTIONS 1978 C 24510. XSECS 2275 THRU 3815 FROM STRIP TOPO (1972) ADJUSTED FOR LEVEES C 24510. XSECS 8285 THRU 8995 FROM STRIP TOPO. C 24510. UPSTREAM FACE OF CUNNINGHAM AVE. C 24767. WEIR INTO LAKE CUNNINGHAM PARK ELEV 127 C 28037. SPILL ONTO CAPITOL EXPWY ELEV 130 C 28937. LIMIT OF LAKE CUNNINGHAM PARK T1 GEORGE S. NOLTE AND ASSOCIATES T2 SILVER CREEK FLOODING STUDY T3 REACH 3 1% FLOW J1-10. 2 131. J21. -1. J338. 24. 22. 23. 21. 42. 43. 1. 26. 14. J34. 19. 6. NC .030 .030 .025 .1 .2 QT 2. 3600. 2080. X124510.9. 4975.4 5024.5 68. 68. 68. GR132. 4970. 127.2 4975.4 118.3 4990. 118.3 5000. 118.3 5010. GR124.3 5019.3 124.3 5020.4 127.1 5024.5 132. 5030. X124542.4. 963. 1037. 32. 32. 32. GR132. 963. 118.3 991. 118.3 1009. 132. 1037. X124652.4. 966. 1037. 110. 110. 110. GR127. 966. 118.3 976. 118.3 1023. 132. 1037. QT 2. 3600. 2080. X124767.4. 953. 1052. 115. 115. 115. GR127. 953. 118.3 958. 118.3 1038. 132. 1052. X124987. 220. 220. 220. X125182. 195. 195. 195. X125317.4. 897. 1120. 135. 135. 135. GR127. 897. 118.3 933. 118.3 1064. 132. 1120. X125637. 320. 320. 320. X125877.5. 897. 1120. 240. 240. 240. GR127. 870. 129. 897. 118.3 933. 118.3 1064. 132. 1120. X126137. 260. 260. 260. X126437.6. 820. 1105. 300. 300. 300. GR135. 700. 125. 820. 120. 880. 118.3 900. 118.3 1060. GR132. 1105. X126757.7. 790. 1075. 320. 320. 320. GR135. 690. 125. 790. 120. 870. 119. 960. 118.3 970. GR118.3 1030. 132. 1075. X127037.8. 870. 1044. 280. 280. 280. GR135. 700. 124. 800. 124. 870. 120. 880. 120. 945. GR118.3 950. 118.3 1012. 132. 1044. X127437. 400. 400. 400. X127737. 300. 300. 300. X128037.7. 790. 1050. 300. 300. 300. GR130. 700. 125. 790. 120. 950. 120. 975. 118.3 980. GR118.3 1015. 130. 1050. X128337.8. 790. 1070. 300. 300. 300. GR130. 700. 125. 790. 122. 870. 122. 900. 118.3 910. GR118.3 1040. 130. 1070. 132. 1120. X128537.7. 885. 1065. 200. 200. 200. GR130. 740. 126. 860. 126. 885. 118.3 910. 118.3 1035. GR130. 1065. 131. 1085. X128937.5. 870. 1080. 400. 400. 400. GR140. 850. 129.5 870. 118.4 890. 118.4 1045. 131. 1080. X129037.5. 935. 1080. 100. 100. 100. X52. 130.2 127. GR129.5 850. 129.5 935. 118.4 955. 118.4 1045. 131. 1080. NC .035 QT 2.3600. 2080. X129337.7. 970. 1030. 300. 300. 300. GR130. 970. 125. 988. 122.2 996. 122.2 1003. 125. 1015. GR130. 1030. 131. 1100. X129537.8. 980. 1022. 200. 200. 200. GR131.2 970. 130. 980. 125. 990. 122.4 996. 122.4 1004. GR125. 1012. 130. 1022. 131.8 1035. X129852.8. 965. 1025. 315. 315. 315. GR131.3 965. 130. 980. 125. 989. 122.6 997. 122.6 1003. GR125. 1011. 130. 1019. 132.5 1025. QT 2.3600. 2080. X130137.8. 970. 1030. 285. 285. 285. GR131.5 970. 130. 984. 125. 990. 122.7 993. 122.7 1008. GR125. 1012. 130. 1021. 132.6 1030. NC .3 .5 QT 2.3600. 2080. X130262.8. 950. 1060. 125. 125. 125. GR132. 950. 130. 962. 125. 972. 122.7 978. 122.7 1035. GR125. 1042. 130. 1050. 131.6 1060. NC .030 .1 .2 QT 2.3600. 2080. X1 30947 7. 959. 1038. 685. 685. 685. GR 132.7 900. 132. 959. 122.8 978. 122.8 1023. 131. 1038. GR 132. 1090. 134. 1100. QT 2.3600. 2080. X1 31447 8. 955. 1042. 500. 500. 500. GR 134.3850. 133.8 955. 122.9 972. 122.9 1023. 124. 1033. GR 132. 1042. 134. 1095. 136. 1110. EJ T1 GEORGE S. NOLTE AND ASSOCIATES T2 SILVER CREEK FLOODING STUDY T3 REACH 3 10% FLOW J1 3 127. J2 15 ER