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Home My WebLink About20150720 Ver 1_Permit Drawings_20150722SHEET 1 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) -L- 12+43 to 12+60 Remove exist. Interior bent 0.01 38 -L- 12+65 to 12+73 Bank Stabilization (for ditch < 0.01 < 0.01 13 4 Remove exist. vert. abut. and re lace with Class II ri ra < 0.01 < 0.01 5"� 0'� TOTALS": < 0.01 0.01 18 42 0 `Rounded totals are sum of actual impacts NOTES: "Temporary Existing Channel Impacts for removal of exist. abut and replace with rip rap total 30', however the impacts are covered by the 38' for removal of the existing interior bent. "`Permanent Existing Channel Impacts are for the Class II Rip Rap stabilization extending beyond the existing vertical abutment. � � 6 � g J + EXIST � DB11B-960143 — WILKES COUNTY �� ✓� �T � � � � - �, ,;� /� � � � .ir �, _� -, ?� 1 � TOE PROTECTION q0 SEE DETAIL B. � F �'� / � BE�IN PROJECT ETAi" F � � \ � - - - � ------------ -L - ST Ae l0 +40,00 - F �---� - DETAIL D DECK DRAIN DISSIPATOR PAD ( Not to Scale) r � DISSIPATOR PLAN VIEW � PAD R. *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS �ROUND ��— � —��. 1,310 �—�--—-—-—-—�—�� GEOTEXTILE - J o PROFlLE VIEW '�' DECK DRAINJ DISSIPATOR PAD SEE DETAIL D 2 BANK STABILIZATION SEE DETAIL C � ECIAL CUT DITCH SEE DETAIL A TB 2GI C F RETAIN � �-------- �� ' F \�---� --� 2 TONS CL B RIP RAP W/ 7 SY GEO FAB / TEMPORARY SURFACE WATER IMPACTS 3 END PROJECT -L - ST Ae l4 f43,00 � t/'i �'�O 8� /�SR�S2 oo�� Y.I�(� PROIECT REFERENCE NO. SHEET NO. DBlIB-960/43 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 3 OF 4 SURFACE WATER IMPACTS I TEMPORARY SURFACE WATER IMPACTS � SURFACE �� — WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS DENOTES IMPACTS IN SCALE_ SURFACE WATER 1' —30' NOTE: BENCH EXCAVATION AND � DENOTES TEMPORARY APPROACH SLAB HATCHING NOT IMPACTS IN SURFACE WATER SHOWN FOR CLARITY. BEGIN BRIDGE END BRIDGE -L- POT SrA.//+95.62 -L- P07 S7AJ2+93.00 GRAU 350 7�_Z 7ypE III I GRAU 350 p 6 m o e _ T �I TVPE III TL-2 .0 �� GRAU 350 iL-2 �� 9EGlN APPROACH SLAB -L- POT STA.Il+84.62 - - ,_ eM�� E�EV = �2a�.43� _ i DETAIL A — � � N 958200.E i39ai07. — SPECIAL CUT DITCH 8" SPIKE SET lN ROOr L _ _ :_ ( NoT to Scale) I I II OF l8" POPLAR II � � FronT 1 o Ditch . . . . . _ _ . . . . .- . . . . . . . . . . . . . . . . . . . . . .. . ._. NaTural � `ti �,�tet Slope . . . . . . . . . . . . . . . . . . . . . . . . p . . . - \ , , . . . . . . . . . . . . . . . . . l � - �� 500�� . .- . Ground I p F L= 22 ft (Each side) Type of Liner= 10 TONS CL B Rip-Rap Geotextile= 32 sy i 1,290 ��280 �,2�0 �- 01.5 TO STA. 12 + 23.5 LT & RT —L — ST Ao �0 �-4�a�� EL = 19288e00' . I _ _ _� � — � � - _ � I� � I I I I � ,_ _ I�� -J1e4750% - -�=7Q��°� —L— J! Ho//7�JeC�G °�� 10+00 11 +00 100-YR 1,283.89' -__. __ _ EL = 1,286000' = d I/� = pOi _ Geotexfile Min. D=1.5 Ft. V U - K= �27 __ Type of Liner= CI II Rip-Rap Max. d=1.5 Ft. _ I V= J�J� MPH FROM STA.12+74 TO STA.13+20 LT _ - . N PR T �� --- _L - ST Ao l4 f43o00 ---- EL = 19286e28 ----- ___ _ --- __ ; ---- -r CT �00% - --(f�0o3000% —I .— I-- � �+J5.9000% - I Nws - J_ \ I ��z7,.3� _ _ � ' �,� �, � END BRIDGE : '' : ,. _ _ � � J L STAo l2 93e00 ��v I END SP. CUT 'V' DITCH I: + d N STA.13+20 LT, ELEV.I280.02 !i : �- ti � � W � � W i I I - II i BEGIN SP.CUT 'V' DITCH i STAJ2+74 LT, ELEV.l278.18 ' 12+00 13+00 14+00 15+00 TYPE III GRAU 350 TL-2 -L- POT STA.13+04.00 DETAIL B TOE PROTECTION ( NoT To Scale) o� NATURAL .L.1 �� I GROUND ��A � d cl= 1.0 Ft. FILL � b = 1.O Ff. $LOPE Type of Liner= PSRM FROM STA. 10 + 75 TO STA. 11 + 85 LT D ETAI L C BANK STABILIZATION ( Not To Scale) Ditch Grade 2 GEOTEXTILE — Type of Liner= 38 Tons CL II Rip-Rap w/51 sy GeoTexTile Fabric FROM STA. 12 + 69 TO STA. 12 + 80 LT PLA11tS PREPARED BY : RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 � 6 � DB11B-960143 — WILKES COUNTY / %�� ✓\%2Ba . �t � " � �'�,� _ � -- — o � � �� \ �/ / � � �./c �l I u = � ±�5..q4 � EXIS� �TOE PROTECTION SEE DETAIL B.. � --_�__ ��'J F '�'_ �� r' � F � BE�IN PROJECT ET''i" , \ - L — ST Ae l0 +40e00 - � ♦ - - F �n�____--F-- DETAIL D DECK DRAIN DISSIPATOR PAD ( Not to Scale) r � DISSIPATOR PLAN VIEW � PAD R. *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS �ROUND ��— � —��. 1,310 �—�--—-—-—-—�—�� GEOTEXTILE - J o PROFlLE VIEW '�' / 2 BANK STABILIZATION SPECIAL CUT DITCH SEE DETAIL C SEE DETAIL A � �- 1 5, � ''��,— � � EXIST ��i� R TB 2GI � i \ - - C_ F RETAIN �_ — 5 ------ ��i'F = --- . � — : �. �— - , DECK DRAIN q ��— � � DISSIPATOR PAD �� -sz � �� SEE DETAIL D �� , � 2 TONS CL B RIP RAP W/ � 7 SY GEO FAB TEMPORARY SURFACE WATER IMPACTS �� 3 END PROJECT —L — ST Ae l4 f43,00 � (/Y �'�O 8� /�SR�S2 oo�� Y.I�(� PROIECT REFERENCE NO. SHEET NO. DBlIB-960/43 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 4 OF 4 SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS SURFACE — WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS DENOTES IMPACTS IN SCALE_ SURFACE WATER 1' —30' NOTE: BENCH EXCAVATION AND � DENOTES TEMPORARY APPROACH SLAB HATCHING NOT IMPACTS IN SURFACE WATER SHOWN FOR CLARITY. BEGIN BRIDGE END BRIDGE -L- POT SrA.//+95.62 -L- P07 S7AJ2+93.00 GRAU 350 7�_Z 7ypE III I GRAU 350 p 6 m o e _ T �I TVPE III TL-2 .0 �� GRAU 350 iL-2 �� 9EGlN APPROACH SLAB -L- POT STA.Il+84.62 - - ,_ eM�� E�EV = �2a�.43� _ i DETAIL A - � � N 958200.E i39ai07. - SPECIAL CUT DITCH 8" SPIKE SET lN ROOr L _ _ :_ ( NoT to Scale) I I II OF l8" POPLAR II � � FronT 1 o Ditch . . . . . _ _ . . . . .- . . . . . . . . . . . . . . . . . . . . . .. . ._. NaTural � `ti �,�tet Slope . . . . . . . . . . . . . . . . . . . . . . . . p . . . - \ , , . . . . . . . . . . . . . . . . . l � - �� 500�� . .- . Ground I p F L= 22 ft (Each side) Type of Liner= 10 TONS CL B Rip-Rap Geotextile= 32 sy i 1,290 ��280 �,2�0 �- 01.5 TO STA. 12 + 23.5 LT & RT —L — ST Ao �0 �-4�a�� EL = 19288e00' . I _ _ _� � — � � — _ � I� � I I I I � ,_ _ I�� —J1e4750% — —�=7Q��°� —L— J! Ho//7�JeC�G °�� 10+00 11 +00 100-YR 1,283.89' -__. __ _ EL = 1,286000' = d I/� = pOi _ Geotexfile Min. D=1.5 Ft. V U - K= �27 __ Type of Liner= CI II Rip-Rap Max. d=1.5 Ft. _ I V= J�J� MPH FROM STA.12+74 TO STA.13+20 LT _ - . N PR T �� --- _L — ST Ao l4 f43o00 ---- EL = 19286e28 ----- ___ _ --- __ ; ---- —r CT �00% — --(f�0o3000% —I .— I-- � �+J5.9000% - I Nws - J_ \ I ��z7,.3� _ _ � ' �,� �, � END BRIDGE : '' : ,. _ _ � � J L STAo l2 93e00 ��v I END SP. CUT 'V' DITCH I: + d N STA.13+20 LT, ELEV.I280.02 !i : �- ti � � W � � W i I I - II i BEGIN SP.CUT 'V' DITCH i STAJ2+74 LT, ELEV.l278.18 ' 12+00 13+00 14+00 15+00 TYPE III GRAU 350 TL-2 -L- POT STA.13+04.00 DETAIL B TOE PROTECTION ( NoT To Scale) o� NATURAL .L.1 �� I GROUND ��A � d cl= 1.0 Ft. FILL � b = 1.O Ff. $LOPE Type of Liner= PSRM FROM STA. 10 + 75 TO STA. 11 + 85 LT D ETAI L C BANK STABILIZATION ( Not To Scale) Ditch Grade 2 GEOTEXTILE — Type of Liner= 38 Tons CL II Rip-Rap w/51 sy GeoTexTile Fabric FROM STA. 12 + 69 TO STA. 12 + 80 LT PLA11tS PREPARED BY : RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560