Supply ditch "C" line · 0+00 to 1+68.83 · Sheets 4 and 7, Rev-1

BCR Pond Supply Inlet

Where the new supply ditch drops down a riprap chute into the pond. The model shows the first 80 ft; the ditch runs on another 89 ft to Elk Hollow Creek. Drag to pan, wheel-drag or right-drag to turn, scroll to zoom; on a phone, drag to spin and pinch to zoom. Use Section cut to slice it down the centerline.

≈129 ftDitch, 0+39.79 to 1+68.83

7734.00Ditch flowline at the pond

7728.00Toe of riprap

≈17.5 ftRiprap slope length

2 ftDitch bottom, 1:1 sides

7735Riprap carried up to

1 grid square = 5 ft

Riprap, Class I, 12 in RSP fabric Ditch bottom Topsoil, seeded Existing ground Native soil Water

Note: Sheet 4 Section G-G shows a 2 ft bottom, 1:1 sides and 3 ft depth (modeled here); Sheet 14 shows a 4 ft bottom and 4.5 ft depth. The headgate and diversion at the creek are Allowance A-1 and not designed yet. Ditch work in the restricted area is not allowed March 15 to June 30.

Built from WET Rev-1 plans (10/16/2026): "C" line profile and Section G-G on Sheet 4, riprap outfall plan on Sheet 7. Riprap pad corners from the Sheet 7 offsets. Existing ground approximate from the plan profile. Dimensions are from the plans. For understanding, not for staking.