20060813 Ver 2_More Info Received_20190830

Strickland, Bev
From: Safrit, Cindy
Sent: Friday, August 30, 2019 2:09 PM
To: Johnson, Alan
Subject: Terri Baich
Attachments: BaichDWGWallsXSec.pdf, BaichDWGWalls.pdf
Alan,
Sorry about the delay. I had a few more issues I had to work out.
Impacts
Under High water line Impacts
136 ft "Stacking rip rap to stabilize toe" 136 X 3 = 408 sqft
60 ft X 3 ft = 180 sqft
37ftx1.2ft=44.4sqft
145 ft x 1.2 ft = 174 sqft
Haul road/Permanent Steps 6 ft wide by 7 ft = 42 sqft
Above high water line
60 ft x 3 ft = 180 sq ft
37 ft x 6 ft = 222 sqft
145 ft x 16.5 ft =2392.5 sq ft
Second Wall above high water line
81 ft X 12.5 = 1012.5 sq ft
Haul road/Permanent Steps 6 ft wide by 25 ft = 150 sq ft
I know I still need to get you the restoration part written on the plans
Can you let me know if I've calculated everything the way you wanted?
Cindy
Cindy M. Safrit, PE
NC Department of Ag & Consumer Services
Division of Soil & Water
Technical Service Section
704-754-0566
www.ncagr.gov/sw
Email correspondence to and from this email address may be subject to the NC Public Record Law and may be disclosed to third parties.
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