Loading...
HomeMy WebLinkAbout20240072 Ver 2_Laurel Cove Stream Restoration Plan Compressed_20241112IlExisting Culverts .• ' Splash d Datum00Ft Loq Vane with rock sill e_ ' ► — Construct bankfull bench - 0.75 Ft above thalweg Blend restoration reach into existina channel GRAPHIC o : Date November 11, 2024 n 0 5 � o s Q Updated N/A c- s < For RCI Energy Services F_ Attn: Brad Robison M Tie to existing bed elevation Stn 0+45 Ele: 97.51 Notes: Construction will occur in the dry using a pump around technique to prevent working in flowing water. A cofferdam will be constructed using a non -erosive barrier and a pump will be used to carry the stream flow around the work area. A smaller de -watering pump will also be used to remove any water that seeps into the work Stabilization will occur by placing seed and straw on the banks and floodplain of the restoration reach. Areas adjacent to the stream will be stabilized with a native wetland/riparian seed mix and be covered with straw and coir matting. Disturbed areas which are not directly abutting or adjacent to the stream will receive seed, straw, and matting. Woody vegetation will be planted for long term stabilization as 100 live stakes consisting of 50 black willow and 50 elderberry. The live stakes will be planted during the dormant season. Two log vanes and one rock step pool are proposed at a slope of 6.8 % (0.068 ft/ft). All grade control structures will be wraped in non -woven filter fabric and backfilled with riffle Rock to be used for the riffle substrate should be natural stream rock with an approximate size of small cobbles (64-128 mm) and a 84th percentile of approximately 80mm. Stn: 0+15 Ft N Ele: 99.54 Stn: 0+20 -0.22 Ft Tw Ele: 98.99 - 98.71 Construct bank -full bench - n 71; Ft ohmic th�h.— Stn: 0+30 Ft v Ele: 98.51 Laurel Cove Road 173 Laurel Cove Road Statesville, NC 28677 ONMENTAL 338 S. Sharon Amity Rd, #411 Coordinates: 35.697987,-80.972741 Charlotte NC, 28211 c O U N CO O L U 70 a� O Q O L n ()j) U01}2n213 F (2) (U) UOIjBAal3 ip 0 a 0 U 0 ()j) U01}2n213 z w 0 (U) uOIjBA@j3 0 ! § § z 7 7\ § � �2► \p �\ \k _C� L/ \LL� ® \Lo ƒ7 \ \k t2 /ƒ /2 £ m \ 2 5 _ _ n 7f § \ ./ 3 20 =� 2 I/ 22 = U3a ®2 E / %A m 0 c LJj \\ E «qg � ( � � (2) 4- 0 ^L LL 0 y-+ 0) C O J N N O Q O ^L LL cu 0) y-+ X W (U) uOIjBA@j3 ip kk OL ��i.. st r' . >R ' 1i'•�.� ■ �� III ..� Ik_ ., _ 1\�;- L�•,.. - fix- i%S r. � � •i A Site Photographs: November 06, 2024 Existing channel downstream of road crossing / \ U 2 = � 2 \ / \ \ 0 0 I e \ \ ± ± $ CD 7 k k k co _ / = � \ m f ) L g % § / ƒ 2 m / U- \ $ / ) �