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Home My WebLink About20171000 Ver 1_Build Maps_20170810k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 45572.1.1 TIP No.: B-5617 County(ies): Craven Page 1 of 1 General Project Information WBS Element: 45572.1.1 TIP Number: B-5617 Project Type: Bridge Replacement Date: 8/2/2017 NCDOT Contact: Jay B. Johnston Contractor I Designer: Wetherill Engineerin Address: 105 Pactolus Hwy. (NC 33) Address: 1223 Jones Franklin Road PO Box 1587 Raleigh, NC 27606 Greenville, NC 27835 Phone: 252-469-2800 P hone: 919-851-8077 Email: 'b'ohnston ncdot. ov Email: mharve wetherillen .com Cit ITown: Vanceboro Count ies): Craven River Basin s: Neuse CAMA County? Yes Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.09 Surroundin Land Use: Rural, Wooded, Agricultural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Two 10 foot Travel Lanes with 4 foot grassed shoulders on each side Two 10 foot Travel Lanes with 4 foot grassed shoulders on each side Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 250 Year: 2040 Existin : 200 Year: 2015 General Project Narrative: The purpose of the project is to replace Bridge No. 41 on SR 1464 over Swift Creek in Craven County. The existing bridge is 135 feet long. The replacement structure will be a (Description of Minimization of Water 1@ 30', 1@70', and 1@ 40' long bridge, providing a 27.83' clear deck width. The roadway grade of the new structure will be approximately the same as the existing structure. Quality Impacts) There will be no direct discharge into the stream (deck drains on the bridge). The existing bridge had two bents in the stream, and while the proposed bridge has one bent in the stream and one bent in the stream bank. All existing stormwater drainage patterns were maintained on the project to the fullest extent. The storm drainage systems picking up the bridge deck drainage on the east and west sides of the bridge will both be outleted outside of the Riparian Buffer onto dissipator pads. The storm drain system that outlets to the west will drain into an existing draw in the northwest quadrant of the bridge. The storm drain system that outlets to the east will drain into a proposed ditch that ties into a cross pipe just as the existing drainage did in the northeast quadrant of the bridge. There were no existing or proposed ditches in the southeast and southwest quadrants. Waterbody Information Surface Water Body (1): Swift Creek NCDWR Stream Index No.: 27-97-(0.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) (NSW) Other Stream Classification: None Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No 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) T � � �0 m = V > ° r � � �c� �� O� oa� V �"�o �v�� e- � r� a: See Sheet 9 A Fo� Index of Sheets GEGIN PROJECT B-56/7 -L- 57ATlON I1+00.00 TO SR I458 HONOLULU H0. �� 1L � �� `�/�� %�� IF �1��II��1�5 cn� vE� CO U1�TY LOCATI011I: BRIDGE #41 OVER SWIFT CREEK 011t SR 1464 (PUGHTOWN RD.) TYPE OF WORK: BRIDGE REPLACEME11lT, GUARDRAIL, PAVING, GRADIIIIG AND DRAI11tAGE WETLAND AND SURFACE WATER IMPACTS PERMIT END CONSTRUC7/ON -D- S7ATlON 11+09.48 � � BEGIN BRIOGE � -L- STATION I2+66.75 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD GRAPHIC SCALES DESIGN DATA 50 25 0 50 100 ADT 200 = 2015 ADT 250 = 2040 PLANS K = % D = % Sa 2S � S� �� T= %* V = 60 MPH PROFILE (HORIZONTAL) * TTST =3% DUAL 3% l0 5 0 l0 20 FUNC CLASS = RURAL LOCAL TIER END RRIOGE -�- 57ATlON 14+09.25 PROJECT LENGTH LENGTH ROADWAY PROJECT= Oo052 MILE LENGHT STRUCTURE PROJECT= Oo033 MILE TOTAL LENGTH �'l,'OJECT= Oo085 MILE FND CON51"RUC/70N -02- 57�ITlON 12+F1,t3f� END PROJECT B-56Q -L- S�A7/ON lS+y0D0 50' TO SR l53/ BE.�1VER DAM R0. � I eeciN coNsrRur.noN -oz- srarioN io+�oa.00 �� , r�of Transportatian inuthe O�ce of.� �� WETHERILL ENGINEERING �»�.��_�� ,.�, 20l2 STANDARD SPECIF7CATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE TBD PROJECT ENGINEER LETTIIVG DATE: g06 A. MAY, PE MARCH ZO�H PROJECT DESIGN ENGINEER NCDOT CONTACT: �NG JONES D!V/SION 2 DOC CONTACT 9TAT6 9TATE PROJCCT ftEPERENC6 NO. 1a�o B-5617 PR01.N0. .A.PROI.NO. 45572.1.1 45572.2.1 45572.3.1 HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER PB. PERMIT DRAWING SHEET 1 OF 5 NC GRID NAD 83/NSRS 2007 s� OF�9CNPlY PE RW CONST INC�1M1�d.ETE PL.�NS DO NOT USE FOft RAW AC�L*IgITION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Z 0 w � Q ~ � � � PERMIT DRAWING U � SHEET 4 OF 5 WETLAND AND SURFACE WATER IMPACTS PERMIT � � �DENOTES TEMPORARY z �I O� O� � O� H O� I� O� IMPACTS IN SURFACE WATER =, NC GRID NAD 83/NSRS 2007 i i �WOODS V� WOODS F/ '�� c o� �, �-k��— F/� � — � � / 1 � -- Fi TF/ W— — / ' `�'� � - OH � � � F P°"' , � CRA41 N � � 20.00' � � G�Q�HI� S�A�E RIP RAP AT EMBANKME z SEE DETAIL � w z J � F- � � � � i o i � i � 2O �O' � I I , � 20.00�� SPECIAL CUT DITCH � � I �•o�� SEE DETAIL A 30.00� � � (v H � I y � C �F ti i1�----- � m � - < —�\ ~ �` � _ \ � � _ � � \ � � EXISITNG R/W RE , O� � o I � C �` ' �� v � F _ c � , i�� .� oH �I I� V POWER /�m I I [O �v�.��.<� F- PROPOSED ',,-�� FX ,' /F F c BRIDGE � , � � / ExisirNc Riw �� , � , �� — -� N� ►°Dv F �' � BM#I F N ,' �� WOODS REM VE � � m V '� ' � EXI�-T NG � �?oo- � ,'� �E `` 20�0� � o � � z � O J � � � � ' � �L/ Q � U � � � w 3 Z '' WIGGINS OGDEN LLOYD �' 6063 CLARK FORD ROAD � � AYDEN. NC 285/3 � DB 693 PG 523 � � 10696 AC � � PROIECT REFERENCE NO. SHEET NO. B-5617 4 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER INC�MQ�LE E I�LAN3 DO NOT USE FOR / W ACQU[SITION WETLAND AND SURACE WATER IMPACTS 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) (ft) (ft) (ft) 13+78 Lt. Bridge < 0.01 < 0.01 4 8 TOTALS*: < 0.01 < 0.01 4 8 0 *Rounded totals are sum of actual impacts NOTES: 5 sf of Permanent SF Impacts for the proposed bents in the water. 2016 09 09