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HomeMy WebLinkAbout20130777 Ver 1_Application_20130823 (2)Avoidance /Minimization for R -3101 • All storm drainage will be diffused and designed for non - erosive velocities before entering wetland areas to the maximum extent practicable. • Throughout the project, grass -lined ditches with non - erosive velocities are designed to convey the runoff to the existing drainage strictures that are being replaced. • Stormwater has been discharged as far away from streams as practicable. • 2:1 fill slopes are used throughout the project to minimize impacts to jurisdictional resources. • At Laurel Branch and Glade Creek crossings, existing concrete box culverts will be replaced with bridges that will span the streams. • Retaining wall was used to minimize impacts to roaring gap historic district. • Sta. 27 +90 — 31 +00 • Sta. 36 +95 — 38 +25 • The use of expressway gutter to minimize impacts to roaring gap historic district. o Sta. 32 +00 — Sta. 36 +13. • Expressway gutter was also used in other locations along project to minimize impacts. • Shifted the proposed edges of pavement along the project to minimize linear stream impacts. • Sta. 97 +50 — 101 +00 • Sta. 147 +00 — 164 +00 • Sta. 231 +00 — 240 +00 • Sta. 383 +00 — 407 +00 • Sta. 415 +00 — 428 +00 • Design ,Standards in ,Sensitive Watersheds will be implemented. • NCDOT will abide by a Trout Moratorium from October 15th — April 15th on all streams.