C C 5. C 0.MATCH LINE WITH REACH 2B /2A FROM F.E.M.A. RATE MAPS C 0.WATER SURFACE CONTROL FROM REACH 2A=163.86 C 800.TYPICAL SECTION CHANGE C 3600.TYPICAL SECTION CHANGE C 4000.END PROJECT/MATCH LINE WITH PRINCEVALLE STORM DRAIN T1 LLAGAS CREEK WATERSHED PROJECT(PL566)TRIBUTARY STREAM CONDITIONAL LOMR 5/16/8 T2 MILLER SLOUGH;;DOWN STREAM MATCHLINE REACH 2A T3 FROM:FEMA STA.00;TO FEMA:STA.4000 J1 2 .2 163.86 J2 -1 -1 J3 38 43 1 2 8 3 26 17 24 42 J5 -10 -10 QT 2 360 255 NC 0.040 0.040 0.040 0.10 0.30 945 1048 X1 0 10 982 1018 0 0 0 X3 10 GR 159 945 159 946 165 952 165 982 147 994 GR 147 1006 165 1018 165 1041 159 1047 159 1048 NC 0.040 0.040 0.040 0.10 0.30 945 1048 X1 200 10 982 1018 200 200 200 X3 10 GR 159.7 945 159.7 946 165.7 952 165.7 982 147.7 994 GR 147.7 1006 165.7 1018 165.7 1041 159.7 1047 159.7 1048 X1 400 10 982 1018 200 200 200 X3 10 GR 160.4 945 160.4 946 166.4 952 166.4 982 148.4 994 GR 148.4 1006 166.4 1018 166.4 1041 160.4 1047 160.4 1048 NC 0.040 0.040 0.040 0.10 0.30 945 1048 X1 600 10 982 1018 200 200 200 X3 10 GR 161.1 945 161.1 946 167.1 952 167.1 982 149.1 994 GR 149.1 1006 167.1 1018 167.1 1041 161.1 1047 161.1 1048 X1 800 10 982 1018 200 200 200 X3 10 GR 161.8 945 161.8 946 165.8 952 165.8 982 149.8 994 GR 149.8 1006 165.8 1018 165.8 1041 161.8 1047 161.8 1048 X1 1000 10 982 1018 200 200 200 X3 10 GR 162.5 945 162.5 946 166.5 952 166.5 982 150.5 994 GR 150.5 1006 166.5 1018 166.5 1041 162.5 1047 162.5 1048 X1 1200 10 982 1018 200 200 200 X3 10 GR 163.2 945 163.2 946 167.2 952 167.2 982 151.2 994 GR 151.2 1006 167.2 1018 167.2 1041 163.2 1047 163.2 1048 X1 1400 10 982 1018 200 200 200 X3 10 GR 163.9 945 163.9 946 167.9 952 167.9 982 151.9 994 GR 151.9 1006 167.9 1018 167.9 1041 163.9 1047 163.9 1048 X1 1600 10 982 1018 200 200 200 X3 10 GR 164.6 945 164.6 946 168.6 952 168.6 982 152.6 994 GR 152.6 1006 168.6 1018 168.6 1041 164.6 1047 164.6 1048 X1 1800 10 982 1018 200 200 200 X3 10 GR 165.3 945 165.3 946 169.3 952 169.3 982 153.3 994 GR 153.3 1006 169.3 1018 169.3 1041 165.3 1047 165.3 1048 X1 2000 10 982 1018 200 200 200 X3 10 GR 166.1 945 166.1 946 170.1 952 170.1 982 154.1 994 GR 154.1 1006 170.1 1018 170.1 1041 166.1 1047 166.1 1048 X1 2200 10 982 1018 200 200 200 X3 10 GR 166.8 945 166.8 946 170.8 952 170.8 982 154.8 994 GR 154.8 1006 170.8 1018 170.8 1041 166.8 1047 166.8 1048 X1 2400 10 982 1018 200 200 200 X3 10 GR 167.5 945 167.5 946 171.5 952 171.5 982 155.5 994 GR 155.5 1006 171.5 1018 171.5 1041 167.5 1047 167.5 1048 X1 2600 10 982 1018 200 200 200 X3 10 GR 168.2 945 168.2 946 172.2 952 172.2 982 156.2 994 GR 156.2 1006 172.2 1018 172.2 1041 168.2 1047 168.2 1048 X1 2800 10 982 1018 200 200 200 X3 10 GR 168.9 945 168.9 946 172.9 952 172.9 982 156.9 994 GR 156.9 1006 172.9 1018 172.9 1041 168.9 1047 168.9 1048 X1 3000 10 982 1018 200 200 200 X3 10 GR 169.6 945 169.6 946 173.6 952 173.6 982 157.6 994 GR 157.6 1006 173.6 1018 173.6 1041 169.6 1047 169.6 1048 X1 3200 10 982 1018 200 200 200 X3 10 GR 170.3 945 170.3 946 174.3 952 174.3 982 158.3 994 GR 158.3 1006 174.3 1018 174.3 1041 170.3 1047 170.3 1048 X1 3400 10 982 1018 200 200 200 X3 10 GR 171 945 171 946 175 952 175 982 159 994 GR 159 1006 175 1018 175 1041 171 1047 171 1048 X1 3600 10 982 1018 200 200 200 X3 10 GR 171.7 945 171.7 946 171.7 952 171.7 982 159.7 994 GR 159.7 1006 171.7 1018 171.7 1041 171.7 1047 171.7 1048 X1 3800 10 982 1018 200 200 200 X3 10 GR 172.4 945 172.4 946 172.4 952 172.4 982 160.4 994 GR 160.4 1006 172.4 1018 172.4 1041 172.4 1047 172.4 1048 X1 4000 10 982 1018 200 200 200 X3 10 GR 173.1 945 173.1 946 173.1 952 173.1 982 161.1 994 GR 161.1 1006 173.1 1018 173.1 1041 173.1 1047 173.1 1048 EJ T1 LLAGAS CREEK REACH 3A CONFLUENCE WITH REACH 2B T2 ASBUILT DRAWING ANALYSIS:ASBUILT STA. T3 FEMA REVIEW MODEL 10% J1 3 .2 163.86 J2 15 -1 -1 ER