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Home My WebLink About20171046 Ver 1_Impact Information_201708171-[if;hW�l�� North Carolina Department of Transportation %- StOYl114Vc1t�'Y Highway Stormwater Program � � � `, STORMWATER MANAGEMENT PLAN - (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.80 TIP No.: SF-630187 County(ies): Nash Page 1 of 1 General Project Information WBS Element: TIP Number: SF-630187 Project Type: Bridge Replacement Date: 7/28/2017 NCDOT Contact: Chad Coggins Contractor I Designer: Wetherill Engineering, Inc. / Harminder Singh, PE Address: Highway Division 4 Address: 1223 Jones Franklin Rd. 509 Ward Blvd., PO BOX 3165 Wilson, NC 27895 Raleigh, NC 27606 Phone: (252) 640-6427 Phone: 919-851-8077 Email: ccoqqins(c�ncdot.qov Email: hsinqh(a)wetherillenq.com CityITown: Nashville County(ies): Nash River Basin(s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.09 Surrounding Land Use: Rural, Wooded, Agricultural Proposed Project Existing Site Project Built-Upon Area (ac.) 0.3 ac. 0.2 ac. Typical Cross Section Description: (2) 11' lanes with grassed shoulders and up to 4.25' shoulders with guardrail. 4' (2) 10' lanes with grassed shoulders shoulders are variable width paved. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1900 Year: 2017 Existing: Year: General Project Narrative: Replace bridge no. 187 over Little Sapony Creek on SR 1001 Old Bailey Hwy. Use 1@105' 39" Box Beam. A TB 2GI will outlet outside the buffer zones on downstream side of (Description of Minimization of Water the bridge with 15" with Class B rip rap is used to stabilize the outlet. No deck drains will discharge directly into channel. Quality Impacts) Waterbody Information Surface Water Body (1): Little Sapony Creek NCDWR Stream Index No.: 28-55-6-(0.6) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B Supplemental Classification: Nutrient Sensitive Waters (NSW) None Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) •� � V � � O V eaa eheet 9/1 For Index of �!eets �� Asx CDU1�TY LOCATION: BRIDGE NO.187 OVER LITTLE SAP011IY CREEK ON SR 1001 (OLD BAILEY HIGHWAY) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG � STRUCTURE BUFFER IMPACTS PERMIT � �P� �� Lj�'l�r � .S'yAo`� / BEGIN NCDOT �� C PROJECT 17BP.4.R.80 � -L- POT STA.l3+10.00 �� . TO NC 97 SR 1001 (OLD BAILEY HWI') E CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2017 = 1900 T = 6 % * V = 55 MPH (TTST =3% + DUAL =: FUNC CLASS = RURAL MINOR COLLECT� SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.80 = LENGTH STRUCTURE PROJECT 17BP.4.R.80 = TOTAL LENGTH PROJECT 17BP.4.R.80 = NCDOT CONTACT.• COREY MCLAMB, PE DIVlSION 4 BRlOGE PROGRAM MANAGER + -L- STA. l5 + 93.50 _U TO 1VC 58 1 � � � END NCDOT �� PRO ECT l7BP.4.R.80 �� -L- OT STA.17 + 55.00 \ �_ \ � ��,d�� .�� DO YOT USE FOR CONSTRUCTIOh DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.063 MILES ,��, S1:z.�,��.11� s�i�icrr�rcni�u:�s� 0.021 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: 0.084 MILES �'ROJECT ENG7NEER LETTING DATE: GREG S. PURVIS, PE PROjECT DES7GN F,NGINEER STATE STAT2 PROJECI' REFERENCE M1O. �� 176P.4.R.80 1 176P.4.R.80 sxeer rorn� :�0. . SHEF.TS � . UTIL.. R�W ��z��,e�� - Ka��,�, , �. TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNtL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #6301 d 7 ROW PLA11tS PERMIT DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER P.E. ROADWAY DESIGN ENGINEER r.F. BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ftZ) (ft2) (ft2) (ft2) (ft2) (ft2) 1 1@105' 39" BB 14+gg.5 TO 15+g3.5 X 1638 114 1752 1 ROADWAY 13+g3 TO 16+25 X 752 1048 1800 TOTAL: zsso 1162 3552 0 0 0 0 0 Rev. May 2006 •� � V � � O V eaa eheet 9/1 For Index of �!eets �� 1 �� Asx CDUI�TY LOCATION: BRIDGE NO.187 OVER LITTLE SAP011IY CREEK ON SR 1001 (OLD BAILEY HIGHWAY) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERM�T � � � Lll.l,�� /`� �9� Pp �,O'�� `�'� C / ��P BEGIN 11ICDOT �� PROJECT 17BP.4.R.80 —L— POT STA.13 + 10.00 �� —-- — � TO NC 97 SR 1001 (OLD BAILEY HWY) < CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2017 = 1900 T = 6 % * V = 55 MPH (TTST =3% + DUAL =: FUNC CLASS = RURAL MINOR COLLECT� SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.80 = LENGTH STRUCTURE PROJECT 17BP.4.R.80 = TOTAL LENGTH PROJECT 17BP.4.R.80 = NCDOT CONTACT.• COREY MCLAMB, PE DIVlSION 4 BRlOGE PROGRAM MANAGER —L— STA. l5 + 93. SO _� TO NC 58 — — — — > END NCDOT PRO ECT 17BP.4.R.80 —L— POT STA. I7 + 55.00 ��,d�� .�� DO YOT USE FOR CONSTRUCTIOh DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.063 MILES ,��, S1:z.�,��.11� s�i�icrr�rcni�u:�s� 0.021 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: 0.084 MILES �'ROJECT ENG7NEER LETTING DATE: GREG S. PURVIS, PE PROjECT DES7GN F,NGINEER STATE STAT2 PROJECI' REFERENCE M1O. �� 176P.4.R.80 1 176P.4.R.80 sxeer rorn� :�0. . SHEF.TS � . UTIL.. R�W ��z��,e�� Ka��,�, , �. TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #6301 d 7 ROW PLA11tS PERMIT DRAWING SHEET 1 OF 4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER P.E. ROADWAY DESIGN ENGINEER r.F. � I I � PROJ. REFERENCE NO. SHEET NO. v �7 -�7 _T__� � I r BRIDGE #630187 I � � I I � I I — � _ i i I I ' . J , � i - - �: � - - � , I i � � � � � � �-- � ,-- -�- � -- / - - �--- - , � � � � � I � � i i ! � - ---- I I i � _ _ _ _ _ — _ . � , � � — � __ � , , , � � � � � � � �_ _ _ _ _ _ . _ _ _ . � � � � z � �o �� _ _ �� i �� Q ��z � �� '��;� i �,�,� - -- - _ _ _ - _ _. - - _ _ __ ' - - . -. - _- . -_ ' - � �� i ; �� 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) (tt) (ft) (ft) 1 -L- 14+44 to 18+31 ROADWAY 0.08 2 -L- 14+88.5 to 15+93.5 1@105' 39" BB < 0.01 68 TOTALS`: 0.08 < 0.01 0 68 0 'Rounded totals are sum of actual impacts NOTES: Temp. Surface Water Impacts = 137 Sq. Ft. (0.003 Ac) �