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Home My WebLink About20190531 Ver 1_320064_prm_combined (003) permit plans final_20190425l li�;fl��°;t)' North Carolina Department of Transportation �,it11'177G�iliF't' Highway Stormwater Program � STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: B-6002 TIP No.: SF-320064 County(ies): Edgecombe Page 1 of 1 General Project Information WBS Element: B-6002 TIP Number: SF-320064 Project Type: Bridge Replacement Date: 4/3/2019 NCDOT Contact: Chad Coggins Contractor / Designer: Wetherill Engineering, Inc. / Harminder Singh, PE Address: Highway Divison 4 Address: 1223 Jones Franklin Rd. 509 Ward Blvd, PO BOX 3165 Wilson, NC 27895 Raleigh, NC 27606 Phone: 252-237-6164 Phone: 919-851-8077 Email: ccoqqins(c�ncdot.qov Email: hsinqh(c�wetherillenq.com CitylTown: N/A County(ies): Edgecombe River Basin(s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.1 mi Surrounding Land Use: Rural, Wooded, Agricultural, Light Residential Proposed Project Existing Site Project Built-Upon Area (ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 5.4' shoulders with guardrail. (2) 10' lanes with grassed shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 470 Year: 2018 Existing: Year: General Project Narrative: Replace bridge no. 64 over Town Creek on SR 1126 Faith Baptist Church Road. Use 1@45' 21" Cored Slab, 1@70' 24" Cored Slab. No deck drains are required. At line back (Description of Minimization of Water of the begin bridge, an outlet with class B rip-rap will discharge on the downstream side outside of the buffer zone. At line ahead of the end bridge, an outlet with class B rip-rap Quality Impacts) will discharge on the upstream and downstream side outside of the buffer zone. The existing two barrel concrete box culvert (2 @ 10' x 6' RCBC) located line ahead of the bridge will be removed. The existing one barrel box culvert (8' x 6' RCBC) located line back of begin project will be replaced with a proposed 1@12'x5' RCBC buried one foot. Waterbod Information Surface Water Body (1): TOWN CREEK NCDWR Stream Index No.: 28-83 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW) Other Stream Classification: None Impairments: None Threatened/Endan ered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Body? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e 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) � G� � t� � C� � �� c� c� � � �� e� c� � � �� s�� s�� c�s �c�s � �'c s �,, F �a �; c� , >c,� � ��_ �� c�� c� � ��t; ��s O O �O I � � � � V W O � � A � •� � V � � O V \ \ _ c .\ 1124 ��za � See Shcci 9-A For Index of Sheets See Sheet 9-B For Conventlonal Symbols See Sheet 9C- 9 TO 9C-2 For Survey Control Sheets � 1003 �+ � �� ne��e� f�l � - — � . ioas _ / '` d5 a 1126 _ \ qr � _ 'z9 pR0 ECT `�' �, � SITE �: / � _ � � � i � /� � _ —. - � \' /11 � �� `5 — � �� _— � , , �� \%/� � � � 1109 � �� , ` _ �� ` �z9 ' � i � �,��,` d �, . J ' 11za ,� Ra, TemPerance 1 „au .� �- -�-J11�9 ` y � — '� VICII�ITY MAP OFF—SITE DETO UR �� J.LJ.I�� V � J�l � EDGECOMBE COUI�TY TE s]'ATL+ PROICCT RL�PERCVCC VO. a�� B-6002 STATE PROJ.NO. P.A.PROJ.NO. 48197.1.2 48197.2.1 � BRZ-11 48197.3.1 BRZ-11 TOT. SHEF � RIMION PE N & UTIL CONST. � 1223 Jones Frankl ' Raleigh, N.C. 2 i ��P„<F N,.. F LOCATI0111: BRIDGE 1V0. 64 OVER TOWN CREEK 0111 SR 1126 (FAITH BAPTIST CHURCH RD.) TYPE OF WORK GRADI11tG, DRAI11tAGE, PAVIIVG £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT se �4.10 + 00.00 = :4. I2 + 63.62 BEGIN NCDOT PROJECT B-6002 •L— POC STA. ll + � _ NAD 83/ NA 2011 � TO SR 1124 TEMPERANCE I HALL RD• , —L— I + `;��`� J 1 � ��O �� \N END BRIDGE �� // � S �S`�� / ,�9P�4� �j / � �� —L— ST:4.I6+06.19 �j SR 1109 N. FOUNTAIN RD• �� Q �. � ��ti�� ' SR 1126 � FAITH � � BAPTIST � � �, �'`� CHURCH RD. �:i ,�,'�C' G o� � END CONSTR UCTION —Y— POT STA.10 + // , �j E11iD � / CONSTR UCTION —L— POC STA. l8 + 96.48 END NCDOT PRO ECT B-6002 —L— POC STA.18 + 90.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2018 = 470 T = b % * V = 35 MPH (TTST = 3% + DUAL = 3%) FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.97 = LENGTH STRUCTURE PROJECT 17BP.4.R.97 = TOTAL LENGTH PROJECT 178P.4.R.97 = NCDOT COIYTACT.• DIVISIOIV OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.111 MILES ZO/8 STANDARD SAEClFlCATlONS 0.022 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: 0.133 M I LES PROJEC7 ENGINEER FEBRUARY 1, 2019 LETTING DATE: GREG S. PURVIS, PE APRIL 28, �LO�LO PROJECT DESIGN ENG7NEER RACHEL C. EVANS, PE DIVIS70N 4 PROJECT ENGINEER TRANSPORTATION PLANNINC/DESICN - BR106E/STRUCTURE DES16N CNiC/5/TE OESi6N - 6/5/6P5 - CONSTRUCTiON OBSEkVATiON BRIDGE #320064 PERMIT DRAWING SHEET 1 OF 4 NOTE: NO DECK DRAINS DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN E1VGIlYEER r.E. � �� /�� / �� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) (tt) 1 14+90 to 17+00 1@45 1@70 Cored Slab 0.02 0.02 0.09 0.01 33 TOTALS`: 0.02 0.02 0.09 0.01 33 0 0 "Rounded totals are sum of actual impacts NOTES: � � G� � t� � C� � �� c� c� � � �� e� c� � � �� s�� s�� c�s �c�s � �'c s �,, F �a �; c� , >c,� � ��_ �� c�� c� � ��t; ��s O O`^ �V I � � � � V W O "� � A � •� � V � � O V \ \ _ c ,\ 1124 1128 � See Shcci 9-A For Index of Sheets See Sheet 9-B For Conventlonal Symbols See Sheet 9C- 9 TO 9C-2 For Survey Control Sheets � 1003 �+ � �� ne��e� f�l � - — � . ioas _ / '` d5 a 1126 _ \ qr � _ 'z9 pR0 ECT `�' �, � SITE �: / � _ � � � i � /� � _ —. - � \' /11 � �� `5 — � �� _— � , , �� 1109 � � � i ` _ �� ` �z9 ' � i � �,��,` d �, 11za � J .,� Ra. TemPerance 1 „au .� �- -�-J11�9 ` y � 1 VICII�ITY MAP OFF—SITE DETO UR �� J.LJ.I�� V � J�l � EDGECOMBE COUI�TY TE s]'ATL+ PROICCT RL�PERCVCC VO. a�� B-6002 STATE PROJ.NO. P.A.PROJ.NO. 48197.1.2 48197.2.1 � BRZ-11 48197.3.1 BRZ-11 TOT. SHEF � RIMION PE N & UTIL CONST. � 1223 Jones Frankl ' Raleigh, N.C. 2 i ��P„<F N,.. F LOCATI0111: BRIDGE 1V0. 64 OVER TOWN CREEK 0111 SR 1126 (FAITH BAPTIST CHURCH RD.) TYPE OF WORK GRADIIVG, DRAl1VAGE, PAVI11tG F� STRUCTURE BUFFER IMPACTS PERMIT —Y— AOT STA. IO + 00.00 = —L— POT STA.12 + 63.62 BEGIN NCDOT PROJECT B-6002 —L— AOC STA. Il + 89.00 � � NAD 83/ NA 2011 � --------- - TO SR 1124 TEMPERANCE HALL RD• SR 1109 N. FO UNTAIN RD• �, /� � �� /�� / �� `� '2- � �_3 \ �� c` �� // � S1S`��4 / ��P�4� �j / END BRIDGE � �j •L— STA.16 + 06.19 �j / /�j/ END / CONSTR UCTION ';/ —L— POC STA. I8 + 96.48 SR 1126 END NCDOT I ARO ECT B-6002 i FAITH —L— POC STA. l8 + 90.00 �� BAPTIST / �, ,�'� CHURCH RD. �J:� � i G o� � �� . �� ,��" END CONSTR UCTION —Y— POT STA.10 + 98.63 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2018 = 470 T = b % * V = 35 MPH (TTST = 3% + DUAL = 3%) FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.97 = LENGTH STRUCTURE PROJECT 17BP.4.R.97 = TOTAL LENGTH PROJECT 178P.4.R.97 = NCDOT COIYTACT.• DIVISIOIV OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.111 MILES ZO/8 STANDARD SAEClFlCATlONS 0.022 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: 0.133 M I LES PROJEC7 ENGINEER FEBRUARY 1, 2019 LETTING DATE: GREG S. PURVIS, PE APRIL 28, �LO�LO PROJECT DESIGN ENG7NEER RACHEL C. EVANS, PE DIVIS70N 4 PROJECT ENGINEER TRANSPORTATION PLANNINC/DESICN - BR106E/STRUCTURE DES16N CNiL/SITE OESi6N - 6/5/6P5 - CONSTRUCTiON OBSEkVATiON BRIDGE #320064 BUFFER DRAWING SHEET 1 OF 4 NOTE: NO DECK DRAINS DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN E1VGIlYEER r.E. —L— I ■■ ■�e�n►a�;r�■■r. �■■rs�f�x��■■ ■ �� I�r��=_� �==��rrW�� ■ �� ,� � �� u•� ��i�iG� ��u ��' �.� I�►_ ■■■■I■■■ ■III■ r�l■■■■I■■■1 !!I I�� ■■■■I■■� �i■� �■I■■■■I■■■i; il In'►; ■■■■I■■� �I�� ■■I■■■■I■■■I I : I ii.': ■■■■I■�� ■II■ ■■I■■■■I■■�i vi'I �ii'3 Ci\■■I■I■ II■■ ■■19■[il�i��' 1:: �`�4�,!'�■■II■I ■I■■■■I!�■i�?■i'�i�'� II�� l�il�\II■I■ ■I■■ ■■Ir\■d!■�:9E� 1\ BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ft2) 1 �@as i@�o cored siab 14+90 to 16+05 X 1621 0 1621 1 ROADWAY 14+40 to 14+90 X 1105 1303 2408 1 ROADWAY 16+05 to 16+47 X 535 1132 1667 TOTAL: s2s� 2435 5696 0 0 0 0 0 Rev. May 2006