FLOOD05773

• County: Larimer
• Community: Larimer County
• Stream Name: Cooper Slough
• Basin: South Platte
• Title: Hydrologic Analysis of Cooper Slough
• Date: 7/1/1993
• Prepared For: Larimer County
• Prepared By: Love & Associates, Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

BOXELDER OVERFLOWS
50-YR HYDROGRAPHS COMBINED @ 3 LOCATIONS
INITIAL PEAK OF HYDROGRAPH IS DELETED
+--------+-----------+--------------------------+
BOXLELDER I OVERFLOWS INTO
DISCHARGE I COOPER SLOUGH
From +--------------------------+
TIME Sub-basin I AT* AT*1{ AT
(hrs) 42 I VINE RR HWY :14
+--------+-----------+--------------------------+
4,0000 2247 959.2 114.7 139.7
4.0833 2305 984,0 117.6 143.3
4,1667 2356 1005.7 120,3 146.5
4.2500 2403 1025,8 122.6 149.4
4,3333 2445 1043.7 124" 8 152.0
4.4167 2483 1059.9 126.7 154.4
4.5000 2519 1075.3 128,6 156.6
4.5833 2551 1089,0 130.2 158.6
4,6667 2581 1101.8 131.7 160.4
4.7500 2607 1112,9 133.1 162.1
4.8333 2630 1122.7 134.2 163.5
4,9167 2650 1131.2 135.3 164,7
5,0000 2669 1139.3 136,2 165.9
5.0833 2685 1146,2 137.0 166.9
5.1667 2700 1152.6 137.8 167,8
5.2500 2713 1158,1 1311. 5 168,6
5.3333 2725 1163,2 139.1 169.4
5.4167 2736 1167,9 139.6 170.1
5.5000 2746 1172.2 140.2 170.7
5.5833 2754 1175.6 140,6 171.2
5,6667 2761 1178.6 140.9 171. 6
5.7500 2768 1181.6 141. 3 172,1
5,8333 2773 1183.7 141. 5 172.4
5.9167 2777 1185.4 141.7 172,6
6.0000 2780 1186,7 141. 9 172.8
6.0833 2782 1187.6 142,0 172.9
6,1667 2783 1188.0 142,0 173.0
6.2500 2782 1187.6 142.0 172.9
6.3333 2'780 1186.7 141.. 9 172.8
6.4167 2777 1185.4 141.. 7 172.6
6,5000 2773 1183,7 141.. 5 172.4
6.5833 2768 1181.6 141. 3 172.1
6.6667 2761 1178.6 140.9 171. 6
6.7500 2753 1175,2 140.5 171.1
6.8333 2744 1171.4 140.1 170,6
6.9167 2733 1166.7 139.5 169.9
7.0000 2722 1162.0 138.9 169.2
7.0833 2709 1156,4 138.3 168.4
7.1667 2695 1150.4 137.6 167.5
7.2500 2680 1144.0 136.8 166.6
7.3333 2664 1137.2 136.0 165.6
7.4167 2647 1130.0 135.1 164.5
7.5000 2629 1122.3 134.2 163.4
7.5833 2610 1114.2 133.2 162.2
7.6667 2590 1105.6 132.2 161. 0
7.7500 2570 1097.1 131.2 159.8
7.8333 2549 1088.1 130.1 158.5