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Home My WebLink About20170634 Ver 1_950156_Wetland Permit_20170508_201705221 Ii�;}�it�°��+ North Carolina Department of Transportation �� t (] r"lliti�r'��" ] , ..,,,,, Highway Stormwater Program ;�;; STORMWATER MANAGEMENT PLAN �`"•��°° '-�� (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-950156 County(ies): Wayne Page 1 of 2 General Project Information WBS Element: TIP Number: SF-950156 Project Type: Bridge Replacement Date: 1/25/2017 NCDOT Contact: Chad Co ins Contractor / Designer: W. Henr Wells, Jr. PE, PLS, CPESC - Sun ate Desi n Grou Address: Highway Division 4 Address: g05 Jones Franklin Road 509 Ward Blvd, PO Box 3165 Raleigh, NC 27606 Wilson, NC 27895 Phone: 252 640-6427 Phone: 919 859-2243 Email: tcco ins ncdot. ov Email: hwells sun atedesi n.com City/Town: Mt. Olive Count ies : Wa ne River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.10 Miles Surrounding Land Use: Rural, Agricultural Proposed Pro'ect Existin Site Project Built-Upon Area ac.) 0.1 ac. 0.1 ac. Typical Cross Section Description: Paved 10' lanes with 3' grassed shoulder section Paved 10' lanes with 3' grassed shoulder section Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: Existin : Year: General Project Narrative: SF-950156 is an emergency bridge replacement project that involves removing Wayne County bridge #156, on SR 1101 over Ranyor Mill Branch, and replacing with a 2 span (Description of Minimization of Water 120' - 24" cored slab bridge. The existing bridge is a 13 span 52' Concrete Deck on timber Beams. There are no deck drains on the proposed structure which will reduce stream Quality Impacts) pullution associated with roadway runoff. The runoff from the deck drains will be discharged onto a class B rip rap pad to provide diffuse flow prior to entering the stream buffer. There are no proposed roadway ditches for the project so there will be no additional impacts to surrounding properties or jurisdictional waters located within the project limts. Waterbod Information Surface Water Body 1): Ran or Mill NCDWR Stream Index No.: 27-54-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None Aquatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Brid e Spannin Water Bod ? Yes Deck Drains Discharge 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) v ^e'°' ° - <;,,� Hp�hw�ly North Carolina Department of Transportation ��"�� StOt"y�i1W��ei �`�� „�,,,.,«,� Highway Stormwater Program �. ,,,; STORMWATER MANAGEMENT PLAN ,�y'�"�'��``� (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-950156 County(ies): Wayne Page 2 of 2 Preformed Scour Holes and Energy Dissipators Station 8� Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules? 4 -L-13+85 RT (1)Ranyor Mill Riprap Apron / Pad Class 'B' 0.1 Ac Pipe 15 0.5 0.4 Yes Additional Comments " Keter to the NLUU I I�est Management Nractices I oolbox (1U14), N(;UU I Standards, the Federal Nighway Hdministration (FNWH) Nydraulic tngineering C;ircular No. 14 (NtC;-14), i n�ra �a�t�on, Hydrau�ic uesign ot tnergy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � 0 r a + 3 F � a � T �—_ o� N ,� a� o \Lt� �6�� N � � 0 N . � � � � � A • � � V W 0 � � �O O� O V ., � V � � O V See Sheet 1A For Index of Sheets DETOUR ROUTE BEGIIV PRa —L— STA.10 + 25.00 � 1L �� ll` �� WA Y1�lE CO U1�lTY LOCATION: BRIDGE STR UCTURE 950156 011t SR I101 (RAYIVOR MILL RD) OVER RANYOR MILL BRANCH TYPE OF WORK DRAINAGE, GRADING, PAVING, f�' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE —L— STA.12 + 40.81 � Ap/�� L- SR 1101 RAYNOR MILL � � S �' � / A�i i T /i �i /�' � � � �� CLEARING ON THIS PROJECT SHALL BE TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. E111D BRIDGE —L— STA.13 + 63.19 —L— SR 1101 RAYNOR MILL RD Prepored In the Offlce of. A. MonTON Trronias allo AssocrATes, Nc. CONSULTING ENGlNEERS 6/31 P'ALLSOFNEUSE'ROAU, SUITL+' 106, RALHIGH, NC27609 (9! 9) 855-9989 f'AX: (919) 855-5687 EMA1L: AMT7(aiAMTENGINF_ERMQCOM NCBELS LICENSE No. F-1049 PERMIT DRAWING SUBMITTAL# S-OIORI SUBMITTAL DATE: 5✓08/17 E111D PROJECT —L— STA. l5 + 50.00 TO DOBBERSVILLE RD. INC�2�1�1L1E°Jf'lE 1f�1L.�N� DO NOT USC FOR R/R' ACQUISITION DOCUMENT NOT CONSIOERED FINAL UNLESS ALL SIGNATURES COMPLETED 1VCDOT CONTACT: VIRGIIVIA MABRY, PRIORITY PROJECTS UNIT HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepored in tne ottice of: ADT 2012 = 260 LENGTH OF ROADWAY PROJECT = 0.076 MI DIVISION OF HIGHWAYS 4� 0 40 $0 �� Y = w� Z000 B¢rch Ridge Dr., R¢leigh NC, 27610 � �(� �OQpGy � DHV = WA LENGTH OF STRUCTURE = 0.023 MI zoiz srAhnnnD srEcrFtcnzioNs /�� `�oo � PLANS p= wq o�o TOTAL LENGTH OF PROJECT = 0.099 MI rE � � 40 20 0 40 80 T= 6 %* RIGHT OF WAY DATE: MICHAEL N. SURASKY, PE, PTOE SIGNATURE: � � V— 55 MPH rno�scr sxc�xsex ROADWAY DESIGN � ENGINEER PROFILE (HORIZONTAL) * TTST —3% DUAL =3% �\�p o�'�� 10 5 0 10 20 FUNC CLASS = LETTING DATE: NICK RAMIREZ, PE �� ppp�g� LOCAL PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUBREGIONAL TIER PE S7GNATURE: *�** DENOTES MECHANIZED Prepore� �� rne orr��e or: � � � CLEARING � � � � I \ O � �� O � l `\ ,\� A. MORTON TlfOMAS AUD ASSO!'IATES NC I COM1S(.LT/V(' L�C /NLLRS � ' \ Z� ,�� 6,,�,,,,�.M ,,,,�� ,. � � � �_,sa� / l9).5 .J�JI/�h( I ) S E'>.�A' L. ,CIrC � \I I I I JI \ ��y$ NCBEL9 LICENSE No. F�1049 J C � / \ m / l2 � NORMA JEAN GORE �' ' - � � � � �, � ��, NORMA JEAN GORE �) � � � - � - - � � � � I/ a�.. � � i � ,., . - - '- ` �-"/ _ - - L_ - � - --- _ -- . ... � � � � � � - -- -F ' I.�� V /� � �� I m - � i - I� `_ — � �i- � � � ----mei— � � �T- \ — - - � _ ' � �� ._ _ \- 1 .- -_-� _- �L-_-- —... � BEI I � _ _ / __ __ _ __ -._ � .' ___ , � _ —� � � — —, � �� - �� — � — _ ��— — ` � \\�_- �� '- � - �'�ylr ` �i�� , _ — �oo—, °'�en�Frs-E�RAiR�R��- /� � � � .- - - �� / � � - - �\ -- -- ,: � �,! \ `, �-� �� -- � �e, - _ - � -�-- -� � P�� — — - � _ — - - - - -�-�- �-�=��- - �� ,, `,�,� _---7-P -� _ _ _ _ _ ___ __ _ _ _ - __- _ . - - .._ _ _ - ._�•_ -- � - - __ � � `. .� J �— �. � k!W — � � � n I 0.9 ' /g.5' P VF_D ROADWAY RAYNOR MILL R0.(S /lOU 70 DOBBER VILLE RD. ^ _- _ — � � � X�S�W� �- � IIOU E I-B � E K °' �,c .______-_F � — . = o . ,- , . „ �� I �i�.(SR __ _. __. � � Al O/1' i N OS°07'2�" E .< / 95'� �� I� _ i __ ' 25,48'� EIP � / / .. 4 �� F 25 P-R �� -- -_- - _ �� 6 / � � N 6 I j, =' � V� __ - : � -_ � J, � � ' o E / , _ _ �� / R - - - - JRD � EiP �� /�� t� ��-a� - � � ' / � �/�� PbE- N e — �pP � � =,r. ,. ,.- .; m _ _ _ 2-a �� " i �il � / � �,� � i ��` , . � _,3>>��' � ��; ''\`�� p�� es�� NORMA JEAN GORE \.�� A �I� �� 5j / j � 1 ,� ��i , �� m �', � 'l\\� / �� %/ / � �`�� ; ~� n, I \ ' �° �'/ f � � � � \ ; �II; r ,��,`y, . / / EIP `�7.95' O \�\\�I L `:= .,' ___ � � � � _� _ __ - / � T I - - � /7 E 1405' B,RID E YD AU lC AT D 5/GN Dl5 HAR E = 550 C D Sl6N HW LEV 4TlOA = 127. F B SE lSCH4RGE = 800 C B SE REQ ENC) _ l00 Y B SE W E EVA lON = 127. F OV RTGPPIN DI i�HA 6E = 400 C OV RT PPIN FR OUE CY= �50 Y OV RT PPIN EL VATI N= l4/.5 F D TE F S RVE _ l-l3 /7 W. .EL�VATI N",�,�V = i9F F 1 B Gl Rl G —L— '�T o l � Oo8/ � __ l � 06 66 L W K = 9 �o AVAT TO �IATU L GROU D Af�PROX EL —l2 3 3n � i ,,,,� �„� „ ° v 11 12 PROJECT REFERENCE NO. SHEET NO. DF15004.2096/28 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER llN�� AV � DO NOT I;SE FOR i W qCQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 5 38 /5.l E _ - - � - - - _; - P - ..._.- -T- - -- - ^ / — —F � .. . —_ _--_ 7� ExISSI�G_Riw �- �� r' �- — '� � . ... ��_ � 1 _ - ' -�=�ze , � �� \ \ � - r� I � � �� I � I - x NOR �,�Arv �oR�KETCH SHOWING BRIDGE/ROADWAY ,, , � RELATIONSHIP FN� ��,,, -L- Sl A.12+40.8/ L- S�A. / - - - - - TYPE-III �'_' �i TYPE-III � - - � � �33' OIIT TO OUT EN R DG _ —L T o l3 �6 0/ L 4/0 3' Pl l5 00. 0 T BE �tE O ED �C =/oO� EXCAV TE TO NA URAL � ROU D AP��PROX EL $T = 320 CY +� .�27 � -- -' � , I I � 5' IN I I I I I � I I 7 RE IN XST A UTME T TO EL 1 9 NWS AND WSE - 13 . 13 14 15 16 « `� 0 5 10 PROJ. REFERENCE NO. SHEET NO. N �Il� 16-1041 X-2 � 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 30 20 1 1 20 30 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 PERMIT DRAWING SHEET 4 OF 5 � 3� 0.031 0.031 - / 3� N / / � / _ —� � � _ _ _ — / 1 L � �.00 0 g W 3 SITE 1 � � 0.039 0.039 _ ] - 14 .20 3_\ � / �_� / �_ � -- 11 + 5.00 � � �.�d� �.�4� — 3; - 14 .40 � W / / _ _ � i � � i 11 + �.�0 � � 0.056 0.056 — — 3.7 � � - 3:, 14 .64 � W — — � � _ a — � � � � a / / / � 11 + 5.00 E Q U i— S O�� _ _ � lfl > ��° 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 50 0 30 20 1 1 20 0 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 Q� � 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) 1 11+70 to 11+85 -L- LT ROADWAY FILL < 0.01 TOTALS*: < 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2016 09 09