AS 14-2,022614 Part 4 Kramer Petition | |
Handle: | Version-79208 |
Owner: | Brown, Don (User-14, brownd:DocuShare)DS |
Thursday, February 27, 2014 11:08:15 AM CST | |
Wednesday, May 9, 2018 11:04:56 PM CDT | |
Modified By: | |
- ...__.. - MEMORANDUM Table 1 Comparison ofAllowable Release Rate and Revised Drainage Divide Release Rates for the North Industrial Park Outlet Number Allowable Allowable Actual Actual 100-year High Discharge High recurrence Water (cfs) Water interval Elevation Elevation Discharge (Ft) (Ft) (cfs) 1 (Ponds 1-3 and 3.84 751-.0 3.76 751.0 existing wetland storaae) 2 (Ponds 4 and 6) 3.16 751.0 2.62 750.5 3 (Pond 5 east and 2.00 753.0 1.39 751.4 west) Total 9.00 N/A 7.77 N/A As shown In Table 1, the existing drainage divides shown on the SPACECO plan lab... | |
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Appears In: | AS 14-2,022614 Part 4 Kramer Petition |