C C 006 C 17. C 006 C 4225. ONE OF TWO DECKS FOR BALANCING WSEL'S AT UPSTREAM END OF ALAMITOS C 006 C 4225. BYPASS CHANNEL (SECTION 5261.) ABOVE MAZZONE AVE. C 006 C 4225. C 006 C 4225. MODIFIED FROM SCVWD ALAMITOS CK RUN #6 BY NOLTE AND ASSOCIATES (3/91) C 006 C 4225. BEGIN UPSTREAM OF DROP ALAMITOS BYPASS CODED FROM SCVWD AS-BUILTS C 006 C 4225. DATED OCTOBER, 1981. C 006 C 4225. STARTING WSEL = CALCULATED CRITICAL DEPTH OVER WEIR C 006 C 4225. WEIR CREST AT DROP STRUCTURE ABOVE GOLF CREEK CONF. C 006 C 4225. C STA 151+85; B STA 18+65 C 006 C 4343. C STA 150+87; B STA 17+50 C 006 C 4464. C STA 149+60; B STA 16+44 C 006 C 4629. C STA 147+30; B STA 14+61 C 006 C 4805. C STA 145+74; B STA 13+42 C 006 C 4900. C STA 144+75; B STA 12+68 C 006 C 5020. C STA 143+33; B STA 11+74 C 006 C 5147. C STA 141+90; B STA 10+86 RIGHT BANK IS ROCK LINED C 006 C 5403. C STA 139+40; B STA 8+35 MAIN CHANNEL & DIVERSION CONVERGE. C 006 T1 NOLTE AND ASSOCIATES 10/92 SCALES FIS #0250-89-12 PREPARED BY WWL T1 039 T2 FILE ALAMBYPS.HC2; 100-YEAR RUN; SECTIONS LOOK UPSTREAM T2 040 T3 ALAMITOS CK (#3010) FIS ALAMITOS CREEK BYPASS CHANNEL DECK T3 041 J1 0.0 2.0 210.81 J1 018 J2 -1. 0.0 -1.0 0.0 J2 019 J3 150. J3 020 QT 1. 3250. QT 034 * "n" values from 10/90 Nolte field observations. * 001 NC 0.05 0.05 0.019 0.1 0.3 NC 029 X14225.0 19.0 4806. 4916. 0.0 0.0 0.0 X1 053 GR 213. 4750. 212.9 4794. 212.9 4806. 209.9 4806.0 209.9 4818.GR 015 GR 206.9 4818.0 206.9 4826. 204.9 4826.0 204.9 4831 206.9 4831.0GR 015 GR 206.9 4891. 204.9 4891.0 204.9 4896. 206.9 4896.0 206.9 4904.GR 015 GR 209.9 4904.0 209.9 4916. 212.9 4916.0 212.9 4928. GR 015 X14228.0 3 3 3 X1 053 * "n" values from 10/90 Nolte field observations. * 001 NC 0.030 NC 029 X14229.0 5. 4790. 4926. 1.0 1.0 1.0 X1 053 GR 213. 4750. 214.9 4790. 204.9 4826. 204.9 4896. 212.4 4926.GR 015 X14243.0 6. 4772. 4905. 114.0 114.0 114.0 X1 053 GR 213.2 4746. 213.5 4772. 205.2 4805. 205.2 4875. 212.7 4905. GR 015 GR 212.8 4951.0 GR 015 X14464.0 6. 4755. 4894. 121.0 121.0 121.0 X1 053 GR 214. 4730. 214.3 4755. 205.5 4790. 205.5 4860. 214. 4894. GR 015 GR 217.0 4913.0 GR 015 X14629.0 5. 4737. 4876. 165.0 165.0 165.0 X1 053 GR 215.2 4709. 213.8 4737. 205.8 4769. 205.8 4839. 215.1 4876. GR 015 X14805.0 5. 4604. 4754. 176.0 176.0 176.0 X1 053 GR 216.2 4579. 216.1 4604. 206.1 4644. 206.1 4714. 216.1 4754. GR 015 X14900.0 5. 4673. 4828. 95.0 95.0 95.0 X1 053 GR 217. 4653. 216.9 4673. 206.4 4718. 206.4 4788. 216.4 4828. GR 015 X15020.0 5. 4682. 4838. 120.0 120.0 120.0 X1 053 GR 217. 4645. 217.1 4682. 206.6 4728. 206.6 4798. 216.6 4838. GR 015 X15157.0 6. 4715. 4870. 125.0 125.0 125.0 X1 053 GR 217.3 4645. 216. 4715. 206.8 4757. 206.8 4828. 216. 4870. GR 015 GR 216.0 4918.0 GR 015 X15267.0 5. 4772. 4930. 90. 90. 90. X1 053 GR 218. 4682. 221. 4772. 210. 4816. 210. 4886. 221. 4930. GR 015 * Overbanks are scattered brush & weeds; channel is clean and winding; Revised * 001 * from SCVWD values according to 10/90 Nolte field observations. * 001 QT 1. 7800. QT 034 NC 0.05 0.05 0.045 0.1 0.3 NC 029 X15403.0 8.0 4708.0 5060.0 96.0 96.0 96.0 X1 053 GR 220.5 4708.0 215.0 4870.0 210.0 4890.0 210.0 4956.0 208.0 4967.0GR 015 GR 208.0 5004.0 215.5 5034.0 218.0 5060.0 GR 015 EJ EJ 012 BLANK_LINE 004 BLANK_LINE 004 BLANK_LINE 004 ER ER 013