The URL can be used to link to this page

Home My WebLink About20180927 Ver 1_HYD_Permit_Package_20180705I II�;h�N�ly North Carolina Department of Transportation ��—� /"` \ btOYYY1W�lt�1" ' �,j „,,.,,,,,, Highway Stormwater Program � � STORMWATER MANAGEMENT PLAN ��<`�^—=%' (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.88 TIP No.: SF-970037 County(ies): Wilson Page 1 of 2 General Project Information WBS Element: 17BP.4.R.88 TIP Number: SF-970037 Project Type: Bridge Replacement Date: 6/27/2018 NCDOT Contact: Chad Co ins Contractor / Designer: HNTB North Carolina, P.C. / James A. Byrd, PE Address: 509 Ward Blvd. Address: 323 E. Six Forks Road PO Box 3165 Suite 200 Wilson, NC 27895 Ralei h, NC 27609 Phone: 252 640-6427 Phone: 919 424-0437 Email: tcco ins ncdot. ov Email: 'ab rd hntb.com Cit ITown: Kenl Count ies : Wilson River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.09 Surrounding Land Use: Rural, Residential, and Agriculture Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.5 ac. 0.2 ac. Typical Cross Section Description: 2- 10' asphalt paved lanes with 2' to 6' paved shoulders and 3' to 4' grass shoulders. 2-10' paved lanes with grass shoulders. Roadside ditches exist in all four quadrants, Ditches in all four quadrants are to be modified to have 3:1 front slopes. but all four ditches dissipate before discharging into Little Buffalo Creek Tributary. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1180 Year: 2036 Existing: 590 Year: 2016 General Project Narrative: State project 17BP.4.R.88 involves the replacement of Wilson County Bridge #0037 on SR 1195 (Revell Road) over a Little Buffalo Creek Tributary. The existing bridge consists (Description of Minimization of Water of 2@ 17'- 6", reinforced concrete (RC) deck on I-Beams, RC caps, timber piles. It is to be replaced with a 1@ 55' - 0", 21" cored slab bridge at the same location. Quality Impacts) The proposed bridge does not contain deck drains. All storm water from the bridge and approaches will be collected by concrete flumes and discharged at the toe of slope into Class 'I' rip-rap in the southeast and southwest quadrants, at -L- 14+39 RT and -L- 14+39 LT respectively. There are roadside ditches in all four quadrants of the project. Aside from ditch front slopes being modified to 3:1 front slopes, the existing ditches are not affected by the proposed construction. Waterbody Information Surface Water Body (1): Little Buffalo Creek Tributary NCDWR Stream Index No.: 27-57-17 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? 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) Hi hwa North Carolina Department of Transportation �� Stormwater � � ,,,�,,,..., Highway Stormwater Program �`� STORMWATER MANAGEMENT PLAN ��"='�'�� (Version 2.07; Released October 2076) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-970037 County(ies): Wilson Page 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 -L- 14+39 LT (1)Little Riprap Energy Class I 0.1 Flume 48 0.2 0.5 N/A 35.61939, -78.12810 Buffalo Creek Dissipator Basin 4 -L- 14+39 RT (1)Little Riprap Energy Class I 0.1 Flume 48 0.2 0.4 N/A 35.61941, -78.12798 Buffalo Creek Dissipator Basin Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � •, � V � � O V �J ��'1�� IF ��$�� 1�� WILS01�1 CO U1�lTY LOCATI011I: REPLACE BRIDGE 11I0.37.OVER LITTLE BUFFALO CREEK TRIBUTARY 01V SR 1195 (REVELL ROAD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING A1VD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. S'lwTC PROJ.NO. 17BP.4.R.88 17BP.4.R.88 F.w.PROl.NO. � � NAD 83/ NA 2011 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�e0 in tl� Office of: HYDRAULICS ENGINEER �INTB HNTB NORTH CAROLINA, P.C. ADT 2016 = 590 aaa e. s�x Forks Roatl, Suite zoo Raleigh, North Carolina 27609 50 25 0 50 100 Nc �icense No: C-1554 � o� �Oqp� ADT 2036 = 1180 Q K = � O % 2018 STANDARD SPECIFICAT/ONS a�?� ��o PLANS D= 60 % LENGTH OF ROADWAY PROJECT 176P.4.R.88 — 0.082 MILES DOUGLAS M. WHEATLEY, PE �.E. ° � PROJECT ENGINEER S7GNATURE: � D 50 25 0 50 �00 T= 4 %* LENGTH OF STRUCTURE PROJECT 17BP.4.R.88 = 0.009 MILES RIGHT OF WAY DATE: � o V= 60 MPH MAY 17, 2018 ROADWAY DESIGN PROFILE (HORIZONTAL) TTST =1 /o ROY H. TELLIER, PE ENGINEER * � DUAL 3% PROJECT DESIGN ENGINEER ��%? OOQ�p TOTAL LENGTH OF PROJECT 17BP.4.R.88 = 0.091 MILES o� ppQ��Q 10 5 0 10 20 FUNC CLASS = LETTIIVG DATE: LOCAL NOVEMBER 20, 2018 MATT CLARKE, PE PROFILE (VERTICAL) SUB—REGIONAL TIER xcnor coxrncr PE S7GNAT[IRE: � 6 \ � , - � � NA NA 2011 190 180 170 160 150 WETLAN D & STREAM IMPACTS �I NT B NC1eicense�N�o�OCa1�554�as2]609Z00 Wl W3 EXCAVATION IN WETLANDS = 0.00 Ac /0 SF �S EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0.00 SF � � _.� � ; v � �.,. ` � v� c�nss r eie-rsnr „� ;� s Nir.Hwnr 39 LIMITED PAnirv�n�nir END PROJECT I7BP.4.R.88 N h e57.5 SVGF � DB i799 PG 203 �tA STARLING � � ,,( � -L- POC STA I8+00.00 � � w CLASS "II" RIPRAP � 2665 PG 12 MODIFlED CONCRETE � � w�� µ ^ �^ " I� , FLUME, +39.00 LT Qi � � .., � �� y �� TO E�LEV 175.�5' (NP) � O `�. � ��'�' � � �� . �'� �1 � � � HICHWAY J9 LIMITEC � � J I _,,..� DB 1799 PG � -_ — � J � �� m �. , w _ � _- _ — — _ , . _� , I .�_ ,. i N -, . ' � -t PDE� -�� Iti I � s,M— .., .� i i I F.-. - . -- _ — _ — -- — — — — _-- � �- --- — -- -- — ; - _ __--------_--- F --_— —_--�C �I F �� - . .. ,,, ,...— _ ...r�.; �v � _ _ -- � �vn Kerly I — — F '� � . — — — — — — — + - - - - RETAIN — .�� — � � � � `_ _ - - - - - �-'� - - - I � _ __ .� �� _ ��<� - _ � - _ - - - - - - _ _ - - _ - = - - - �� - - - - = -----_ �' -- - ' I --- -- �... � . -� F �. : _-�__— � � � � . .. ,._. .. � F '—_ _ _ _ _ - _ _ _ _ _ �- � � -�. RETAIN r = - RETAIN I — — _ — � I . _ — — — ..__ _ _ _ - i � h v t N �o �� ARLING N � J BEGIN PROJECT 17BP.4.R.88 -L- POC STA 13+20.00 W2 EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF - MATERIAL TO BE REMOVED ,- �, � � I �N � / r _ - EXCAVATION IMIT �TYP.) � � � - � ''�� n� � , ��/ /// - __ — e,m l � — — qj MODIFIED CO�ncncTE� K ( � /� , � � �E � � � FLUME, +39.06 RT ' - (,� µ q� / I � , — —CL455k1' RIP-RAP � �- / f � � � � � � � O EST.1 TONS I� EXCAVATION /S / �, � E5T.5 SYGF LIMIT (TYP.) O � � + ~ / ' � � � p i ,- � � wu i ieu R(1RFRT eTr � / I Q � � � J i � � � W4 EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF PROJECT REFERENCE NO. SHEET NO. 176P.4.R.88 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 2 OF 7 SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT SCALE: NTS � �� 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 : c BM#1 -L- STA 18 + 77.63, 47.55' LEFT BENCHTIE SET IN 24" MAPLE ELEVATION = 178.12' BM#2 -L- STA 13+94.44, 22.92' RIGT BENCHTIE SET IN 18" OAK ELEVATION - 177.22' BRIOGE HYDRAULIC DATA DESIGN DISCHARGE = 700 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 174.5 FT BASE DISCNARGE _ 1100 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = /75.3 FT OVERTOPPING DISCHARGE _ )1500 f+) CFS OVERTOPPIN� FREOUENCY= �500 !+J YRS OVERTOPPING ELEVATION = 177J FT DATE OF SURVEY = 02-28-18 W.S. ELEVATION AT DATE OF SURVEY = l�l•� FT 190 180 170 160 150 140 130 120 � 6 \ _ � NA� NA 2011 190 180 170 160 150 140 � �, � � L � 130 � � � � 120 m o� Nm �� % �, : w� EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF -Y STARLING ~ �RA STARLING � 2665 PG i2 _ -- �� , � �� r��ArEo � � � ! HIGHW�pY 3� LIMITEC � � . , DB i1799 PG 2 _ _ r—__ —r-- �� - � - - �- - RETAIN - RETAIN I U Klft RELEA�S€� �Q��E � ��TOP-18359' ___------ _ . . � ._ ,.„—. � � ,,. � Q N O o GERALD STARLING � DB 1376 PG 630 V --- . .� PB i5 PC i85 � _"'___"'_ o. , .__ _ .. - J ______ �-__ � .. � _:,, � BEGIN PROJECT 17BP.4.R.88 —L— POC STA 13+20.00 w2 EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF � MATERIAL TO BE REMOVED WETLAN D & STREAM IMPACTS CLA55 'I' RIP RAP � EST 2 TONS E5T 5 SVGF MODIFIED CONCRETE FLUME, +39.00 LT �I NT B NC1eicense�N�o�OCa1�554�as2]609Z00 W3 �s EXCAVATION IN WETLANDS = 0.00 Ac /0 SF �� / FILL IN WETLANDS = 0.00 Ac /0.00 SF . . , � � /s� � � - �/ �_ d, , ;.zp � �r� .:,, '�� . � �, , - �' ` �� N• s9 uM�TEo PARTNE�� END PROJECT I7BP.4.R.88 N IB f799��PC 203 L— POL' STA IB+��.�� Y � CLASS "II" RIPRAP � �" ` '�. � r TO ELEV 175.S�NP) � � � �e�� '� � � � � � � o � \ 0\ \. IF IE � IE� I� 4` � � IF IE IE � � _- _ �-�-� � 1 , � �- � � � , � . � w � - .r-�-.�i;ri�;r,� J � � � 9�m— --- � � � 't, . _ . — I - PDE � � � � � _ - .- " ,-��- �,�-�w,,-�� . — — ._F _. _-____ ��C �I F __ - — �— — — + - -- _—._ — — _ _ — — _ — — — — — — F ' _ _ _ _ _ _ _ _ _ - —___ — — �' _ .—�_— i� I ��... —__—___ --- _ ....�-_ ._—L _- F , .. _-'�.--- —_ — — F �� . _ F - - � - _� EI �- -- - - -- - - - i ` � i i �� _ — , EXCAVATION IMIT (TYP.) �� — � ''�� IE. . / � j' _ _. __ -_' IE IE � MODIFlED CO�ncncTE � K Y / FLUME, +39.06 RT ' - � � ^ µ Q� / I — -tL455k I' RIP-RAP K � � J f � � � � � � � � O EST.1 TONS I� EXCAVATION � EST. 5 SYGF LIMIT (NP.) /S� � O � � � / y� h �. - � � � N WILLIAM ROBERT ATK. J / I OWNER AD: 40823�. � � � _ � p I � J i � � � � W4 EXCAVATION IN WETLANDS = 0.00 Ac /0 SF FILL IN WETLANDS = 0.00 Ac /0 SF RETqIN -_:-�I PROJECT REFERENCE NO. SHEET NO. 176P.4.R.88 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 3 OF 7 �6 J �- � " __� - -- - .nRvc. ' ope� =:,_ �.. ��a� :. SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT SCALE: NTS � 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 c BM#1 —L— STA 18 + 77.63, 47.55' LEFT BENCHTIE SET IN 24" MAPLE ELEVATION = 178.12' BM#2 —L— STA 13+94.44, 22.92' RIGT BENCHTIE SET IN 18" OAK ELEVATION — 177.22' BRIOGE HYDRAULIC DATA DESIGN DISCHARGE = 700 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 174.5 FT BASE DISCNARGE _ 1100 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = /75.3 FT OVERTOPPING DISCHARGE _ )1500 f+) CFS OVERTOPPIN� FREOUENCY= �500 !+J YRS OVERTOPPING ELEVATION = 177J FT DATE OF SURVEY = 02-28-18 W.S. ELEVATION AT DATE OF SURVEY = l�l•� FT 190 180 170 160 150 140 130 120 � 6 \ � , - � � NA NA 2011 190 180 170 160 150 140 � �� ° 130 w � � � 120 m o� ,m �� % �, : �I �tA STARLING � 2665 PG i2 �o�� J � - BUFFER IMPACTS �I NT B NC1eicense�N�o�OCa1�554�as2]609Z00 g2 B1 ZONE 1 BUFFER IMPACTS = 0 SF 'S ZONE 1 BUFFER IMPACTS = 294 SF ZONE 2 BUFFER IMPACTS = 0 SF �' ZONE 2 BUFFER IMPACTS = 290 SF TRANSPORTATION � � . � FACILITV LINE ' � �i � ��A55 '�' R�P-a�P m" ;� END PROJECT I7BP.4.R.88 N EST.2 TONS t -. � � TRANSPORTATION EST.S SVGF FACILIN LINE —L— POC STA IS+OO.00 � CLA55 "II" RIPRAP � MODIFlED CONCRETE � TO ELEV 175.5' (NP) � OFLUME, +39.00 LT ., F � � � I� I� i � \ � O . . � r`K '- K / .. IE IE :-.:�-� HI�HWAY 39 LIMITE� ��..� ` ', � , '� � � � "-� DB 1799 PG 2 _ _ � � - . . i _ , ,� ; .�-� L✓�.,-�. _ — — • PDE .� ... _�,,:,.— � --- -- . . , -� .. � . � .._ � ' -- _- , � ---- - -� � t -- _-- - F _ __ - _- - F C � � /�� _ _ - I ��.,, ��.r r2�.,� --_��- I __---------- _- � - _ ,r_ _ '� .r-,.;_�,r,,� K rly �� _ '------- - - - F - - - - _ _ _ I f - '- -------- + RETAIN - �y _ - { � IL_ - _ _ _ _� ln= _ _ - __ - - �� _ _ _ _ - - �� _ ..r�„ . __ - L�I: �� __ --_ - / / , �.,, -- _ _ _-- - _ = � _ . - _ _ _ _ _ _ r ,- - F •-�_- . _ �( �v L1/� i _- -- _ .. F.- .. . �. . _ _ ._ . . �_. .. _:'.. - T , _ "`�- ._ �. _ - - - - - RETAIN - - I - - - - - .._ _ _ _ _ _ �- � � �� RETAIN � - _A I � _ -- _ _ - � - - TRP.NSPO ATION / _, - DE FACILIN INE ' y �' ` ' i � � � _ - - - ', EXGAVATION LII�IIT (TYP � � 1�� / - - ''�� / __ _- . ' � K- � \ . MODIFIED CO�ncncTE � K � /. , FLUME, +39 06 RT - � � µ q� � / ( � � - �L455k1' RIP-RAP � K � �'+� � � � � K � � O � EST 1 TONS I� EXCAVATION r � � + EST.S SYGF LIMIT (TYP.) ,/ � � O � ` I tl' � B3 O N / � � 0 ZONE 1 BUFFER IMPACT$ = 351 SF �yc N J P � wu i ieu R(1RFRT en• � ZONE 2 BUFFER IMPACTS = 270 SF V TRANSPORTATION � FACILITY LINE � V 1 P � J / � J BEGIN PROJECT 17BP.4.R.88 � ti 0 —L— POC STA 13+20.00 ' MATERIAL TO BE REMOVED B4 ZONE 1 BUFFER IMPACTS = 455 SF ZONE 2 BUFFER IMPACTS = 397 SF PROJECT REFERENCE NO. SHEET NO. 176P.4.R.88 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 4 OF 7 � ALLOWABLE IMPAQS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT SCALE: NTS � 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 c BM#1 —L— STA 18 + 77.63, 47.55' LEFT BENCHTIE SET IN 24" MAPLE ELEVATION = 178.12' BM#2 —L— STA 13+94.44, 22.92' RIGT BENCHTIE SET IN 18" OAK ELEVATION — 177.22' BRIOGE HYDRAULIC DATA DESIGN DISCHARGE = 700 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 174.5 FT BASE DISCNARGE _ 1100 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = /75.3 FT OVERTOPPING DISCHARGE _ )1500 f+) CFS OVERTOPPIN� FREOUENCY= �500 !+J YRS OVERTOPPING ELEVATION = 177J FT DATE OF SURVEY = 02-28-18 W.S. ELEVATION AT DATE OF SURVEY = l�l•� FT 190 180 170 160 150 140 130 120 WETLAND AND SURFACE 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 no impacts 21" Cored Slab TOTALS*: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 *Rounded totals are sum of actual impacts NOTES: No Wetland Impacts Revised 2018 Feb RIPARIAN BUFFER IMPACTS SUMMARY I M PACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 21" Cored Slab Bridge -L- 14+58 to 15+86 1100 957 2057 TOTALS*: 1100 957 2057 0 0 0 0 0 Revised 2018 Feb Rev.Jan 2009