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Home My WebLink About20200544 Ver 2_20200513_B-5662_Environmental_Permit_Plans cr_edits_20200513Revised 5/13/2020 .�il[ North Carolina Department of Transportation ,N,.,., ; � H[�,I�w�7ti' .�� ti l [ i i 11wc1tC1 Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 45617.1.1 TIP No.: B-5662 County(ies): Halifax Page 1 of 1 General Project Information WBS Element: 45617.1.1 ITIP Number: B-5662 Project Type: Bridge Replacement Date: 5/11/2020 NCDOT Contact: Tierre Peterson Contractor / Designer: Leah Young, PE Address: 1000 Birch Ridge Dr Raleigh, NC 27610 Address: 4505 Falls of Neuse Road Suite 400 Raleigh, NC 27609 Phone: 919 707-6488 Phone: (919) 783-9214 Email: troeterson@ncdot.gov Email: I Leah.Younq@_kci.com City/Town: None County(ies): Halifax River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.20 Surrounding Land Use: Wetlands/Rural Residential/Agricultural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.7 ac. 0.6 ac. Typical Cross Section Description: 12' TRAVEL LANES WITH 4' PAVED SHOULDER AT BRIDGE; 35.25' OUT TO OUT APPROXIMATE 11' TRAVEL LANES WITH 2' PAVED SHOULDER Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1400 Year: 2040 1 Existing: 1150 Year: 2020 General Project Narrative: (Description of Minimization of Water Quality Impacts) This project will replace Halifax County Bridge #0093 and its approaches. The proposed replacement is 110' long with a clear roadway width of 32'. This structure provides 2'-12' travel lanes with a 4' paved shoulder. The proposed bridge will have 1.5:1 sloping riprap abutments and 4' caps at the end bents. Placement and construction of the proposed bridge, end bents, caps, and associated roadway fill will not result in any jurisdictional stream or similar environmental impacts. There will be no permanent channel changes. There are wetlands present over the extent of the project. The removal of the existing structure, excavation under the bridge, placement of riprap for bank stabilization, and roadway fill results in 0.73 acres of permanent fill, <0.01 acres in excavation in wetlands, 0.17 acres of mechanized clearing, 0.02 acres and 92 linear feet of permanent surface water impacts, and 0.21 acres and 59 linear feet of temporary surface water impacts. Mechanized clearing will be limited to 5' off roadway fill. Additionally, there will be 0.07 acres of temporary fill and 0.20 acres of hand clearing in wetlands due to the construction of the detour bridge. STORMWATER CONTROLS: The proposed bridge does not require deck drains. The runoff from the bridge discharges through a pipe/inlet system in the northwest quadrant of the project outside of the jurisdictional stream at non -erosive velocities. In all bridge quadrants, roadway runoff is treated via vegetated roadway shoulder and existing vegetated swales prior to entering the stream. Waterbody Information Surface Water Body (1): CONOCONNARA SWAMP NCDWR Stream Index No.: 23-33 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) RAviQgri �ii�igngn 71 co i E L OF N W �o ID m / 0 ID .3 6 0 0 C E C 0 .j C W Lu IL / 0 0 T / N Ln co (\j L'3o m� o� �L C:)NL N/} CD Co (1) "0-n \N / N Lf1:�5W See Sheet 1A For Index of Sheets aTAze aREE A See Sheet tB For ConventionalSymbols r 1� STATE OF NORTH CAROILe11NA N. B-5662N� 1 1146 1144 PERMIT DRAWING .C. DIVISION OF HIGHWAYS SHEET 1 OF 16 1141 4561a1.1E. 45617.1.1 P.E. 45617.2.1 ROW/UTIL 45®17.3.1 Qm#m. 1143 &6 HALIFAX COUNTY / `N PROJECT �V SITE LOCATION: REPLACE BRIDGE NO. 93 OVER M SwamP CONOCONNARA SWAMP ON NC 561 112 8 1132 0 1131 TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE V ' W 1129 i lery WETLAND AND STREAM 4s1 O 56 0 1128 P IMPACTS VICINITY MAP (NTS) SITE 1 NAD 83r OE: N 1 4,4A BEGIN TIP PROJECT B-5662 SITE 1 END TIP P OJECT B —5662 —L — STA, l0 +00.00 —LSTA. +40,14 — �- BEGIN BRIDGE END BRIDGE —DET — STA.15+20 +/ —DET — STA,16+1077 / v _ —DE T ---- -- — ------ 301 -�- 3��5 CONOCONNARA SWAMP --- ------- 0 90 N TO US 258 Cp\ END BRIDGE 00 BEGIN BRIDGE —L— STA.16+16 +/- —L — ST A.15 +06 +/ — CONOCONNARA SWAMP O V SITE 1 SITE 1 INCOMPLETE PLANS M NOT USE FOR R/W ACQUISITION THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. OCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pre red in the Office of. Plans Prepared For: HYDRAULICS ENGINEER CAR xcl Aasoc;a ea afN.c, P.A. 4505 Falls ofN.— Road, Suite 400 DIVISION OF HIGHWAYS 50 25 0 50 100 ADT 2020 = 1150 ADT 2040 = 1400 LENGTH OF ROADWAY TIP PROJECT B-5662 = .176 MILES Ralcigh, NC 27609 KC Ph—(919)783-9214 Fax 1000 Birch Ridge Dr. Raleigh NC, 27610 ?,.oFE55 /o4 •;?'% _ 'a SEAL •. osasbo �� 2078 STANDARD SPECIFICATIONS K = 10 % FqN PLANS RIGHT OF WAY DATE: D = 55 % LENGTH OF STRUCTURE TIP PROJECT B-5662 — .021 MILES DEWAYNE L. SYKES, P.E. ' M VOpa•', PR �•" v,::' ® a PROJECT ENGINEER 50 25 0 50 100 T = 12 % TOTAL LENGTH OF TIP PROJECT B-5662 .197 MILES — DMEW2819, 2019 SIGNATURE.- aau m V = 60 MPH V DET = 45 MPH LETTING DATE: JUKE a i1� BRYAN E. HOUGH, P.E. ROADWAY DESIGN ENGINEER�N `of o k. •SLALy PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER O 10 5 0 10 20 " TTST =5% DUAL 7% i 36853 t 1 ®F 8�� NCDOT CONTACT. KRISTY ALFORD, P.E. V MAJOR COLLECTOR E. PROFILE (VERTICAL) REGIONAL TIER STRUCTURES MANAGEMENT UNIT P.E.��N SIGNATURE. Q K- W W Ui H K- { K- SAG 10+90.00 CREST 13+90.00 -.30�c 0.5097% +.5097% I -0.3000% t€ � D 3 NA 2011 IF � YE• INSETT� B E NO MORE THAN 50% \ t_ SITE 1 K- OF THE CHANNEL WILL BE BLOCKED B it AT ANY TIME HSITE 1 I- LLOYD C.KMANLEY DB 1561 PG 178 SITE 1 I_ Kr K- CLASS II RI l K- A��\ 1 \�\ TO ELEV. 3.3' 1 HC \Tl1F PR!)TF1'TIl.1N H CA +81 TM 1(/ IE I\ IE TSB -ELF STA. 19+�9.22 P----tJ- K- F K_ MC TOE PROTECTION SEE DETAIL 1 BEGIN APPROACH SLAB -L- STA. 14 + 91.83 K- BEGIW BRIDGE -L- STA. 15 + 06.00 [- INSET A WOODS / f PROJECT REFERENCE NO. SHEET NO. PERMIT D RAW I N G f 8-5662 PRM-2 RM/ SHEET NO. SHEET 2 OF 16 ROADWAY DESIGN HYDRAULICS ,4 ENGINEER ENGINEER ,10 yo �N GgRp� . • a�NtCARO�i':,. SS/ /'y ..9.ip.o e4 E55 /p':}.'rf'•y 9 Y ` SEAL SEAL ` N 01-20-36- W N 01'20'36' N'036853 033860 E. \ N \\ Os 93. 32. DOCUMENTNOT CONSIDERED FINAL \ SD• / ESS ALL SIGNATURES COMPLETED t � UNLKC I Ev®vttn . Plemva . $cievOttt . Cemtrucpov Ma 4506 (919)ENeuee P.o-F3(e40G BE'ONC 2]609 Phone (919)]BI-9214 •Pei (919)]63A266 \\ FBED92 NPGI21iE INSE-T D PB 14 PG 86 y,. J IE I SS / S �OOOS CLASS 11 RIPRAP > '"J,LLOYD C. MANLEY ST*EL .43.3' 4 DB 1561 PG 178 (STRUCTURES PAY ITEM) > / ELEANOR HOLLEY EST 1 TON PAD CL. B K- K_ .I 8 // ��/ /" PCQ PB 1793 PG444 EST 5 SY GT �Y1PL ELBOWS HC I / �/ pOR� / / S541&E J�V1 HC L REMOVE HC CLASS 11 RIPRAP CLASS "RIPRAP� MC EXISf,ING TO ELEV. 43.3' K-TO ELEV.43.3' CONOCONNARA STA +83 SWAMPBRIgGE SIPj1 +39 TEMPO SITE I o CAUSEWAY j SITE 1 K- _/�-��_!w PONDING STILL SSE clq 561 yy A -EL- +21.00 CON6y^ONNAR4 SWAMP � 76.0 ' EXIST RAY gyp\ WOODS EX's", R/w PUE Ode zE81EN.LLC - �- -w •-'�' '_"�..v��..��_--" ��.��__ W ) PROPOSED DRIVE PUE C 6 S p877q-N l PAVE WITH 6- -EL- +59.35 PUEG \ 76.00' RT -_- WOODS Exlsrweir - - �_ == W Z J ,�G\� �y 4D UE = P"E--�_ r j q BEGIN UTILITY CONST. wo "� O B.RCP - , 1913 `'�RITT PUE-pU�/ -EL- STA. 12 + 59.66 �,o A Po -EL- +80.97 TIE TO EXIST RN✓ "' PUE / _ 6 oy i9 15" ALT. PIPE / a po STD. RTON PAD CL. B / P 0 a4 EST 1 TON EST 5 SY GT \ µO / 168.87 07-200• 0 S TOE PROTECTION 30L K 072 ,� EE DETAIL 1 / ///711ttr" $NC /�� / 51�p/ CULTIVATED PI +79.00 {_ +oo.00 END UTILITY CONST. WDDos oo' RT 7B.00' RT -L- STA. 21 + 79.00 _ice _ •- VERGIE F. JOHNSON DB 1793 PG 441 PB 6 PC 40-D 0 Q WALTER JAMES TILLERY OB 02-E PG 52 PB 6 PG 40-D � 3S dO 022.E 6 203Y.2• f I_ u TE PROTECTION I✓� C F DETAIL 1 �l MC K- END APPROACH SLAB +30.17 EN'b BRIDGE K- - - STA. 1 + 1 .00 K- IMPACTS LEGEND ® DENOTES EXCAVATION IN WETLAND gmDENOTES HAND CLEARING ® DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING DENOTES TEMPORARY FILL IN WETLAND ®DENOTES TEMPORARY IMPACTS IN SURFACE ®DENOTES IMPACTS IN SURFACE WATER DETAIL 1 TOE PROTECTION N. S Iej S. .% /°'y` N,-d Ground d d- 1 R. Geoxaae Type of Liner= CLASS B BIPRAP EST 610 TONS EST 1350 SY GT FROM -L- STA 10+04.25 TO STA. 14+80.00 RT FROM -L- STA. 16+45.00 TO STA 19+66.50 RT FROM -L- STA. 10+16.00 TO STA 14+78.00 LT FROM -I STA. 16+52.00 TO STA 19+70.00 LT ® BRIDGE APPROACH SLAB ® STRUCTURE EXCAVATION FOR -L PROFLE SEE SHEET 5 FOR -DET- SEE SHEET 4A FOR STRUCTURE PLANS.SEE SHEETS S-ITHRU S-? II 0 , I . I Ih SITE I � NO MORE THAN 50% OF THE CHANNEL WILL BE BLOCKED AT ANY TIME INSET B SITE I HC MC MC T HC T SEE DETAI 1 S R t `►ice �,� �® 0' GRAPHIC SCALE m 200' HC— SITE I MC TEMPORARY CAUSEWAY 300' PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING B-5662 PRM-4 SHEET4 OF 16 ROAEDWAYNGIN ERSIGN ENGI EERS N 3/NA 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED VVACTS LEGEND DENOTES EXCAVATION IN WETLAND ® DENOTES HAND CLEARING DENOTES FILL IN WETLAND • " * DENOTES MECHANIZED CLEARING DENOTES TEMPORARY FILL IN WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER T rHC I AMC E K- Wooas HC� .�NO Off H ICL ��seynn I�;Ilur■F�/� SITE TS T (%—� 11 Id, 1 11 1 — - PERMIT DRAWING SHEET 5 OF 16 PROJECT REFERENCE NO. SHEET NO. 8-5662 PRM7 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER KC I P,u igE . Plsaners . Scicatisk . ConsWNan Mana6ersl K 05 Pa s of2- Ro q S 400 Raleipp, NC 2J609 `�"� Phone (919) J85-9214 • Pa (919) J83-9266 IMPACTS LEGEND ® DENOTES EXCAVATION IN WETLAND DENOTES MECHANIZED CLEARING ® DENOTES HAND DENOTES TEMPORARY CLEARING ® FILL IN WETLAND DENOTES FILL IN ® WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER SUE PERMIT SHEET D RAW I N G 6 OF 16 PROJECT REFERENCE NO. SHEET NO. B-5662 PRY-6 RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER K K_ K- NAD 821 A 2011 K K_ K_ F \ K IF �- LLOYD C�MANLEY D8 1561 PG IT8 R F F v ,o TO US 25B N ---- -- ---- 56, - IF INSET C K_ SITE 1 HC N a SITE 1 NO MORE THAN 50% K- OF THE CHANNEL D. RIPRAP PAD CL. B WILL BE BLOCKED SS AT ANY TIME EST SY GT TEMP. CLASS I I RIPRAP SITE 1 (STRUCTURE PAY ITEM) 15" K- W/2 ELBOWS TEMP. VERTI ' ABUTMENT TEMP. CLASS I (STRUCT E PAY ITEM) K MC HC ITS TEMP. RTICA S� t HC F F MARTHA CAPEL MERRITT F TEMP. VERTICAL'ABUTMENTL WAL` K MC K- HC K_r 4 K_MC TEMPORAR) K- SITE 1 y CAUSEWAY K_ DETAIL 1 K_ TEMPORARY TOE PR TECTION I Nor ro Scolel Nar 1 775/OF er Groend d d= 1 fl. Grooroatile Type of Liner= CLASS B RIP P EST 10 TONS EST 20 SY GTI BEGIN BR FROM -DET- STA. 14+50.00 TO STA. 15+15.36 RT -DET- STA FROM -DET- STA. 16+05.38 TO STA. 17+00.00 RT \ �K,INSE' IF �i, T HC SWAMP K- "z DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / KC I 4505 Fers • Pl. • Sciendsrs • ConsWc[ion Ma -ei Pans ofN 1Road, Sane 400 Rslc (919) 2)609 Phone (919)'185-9214 • Pae (919)785-9266 Q 000G� -Oq F SE, -\033 \Sp €) J� ( Q�Pn'6Q0 2pos2so C.��V"0/ Al E \ DB D92 NE ILLS 211 PB 14 PG 86 �G / -LLboo OYD C. MANLEY E - o, DB 1561 PG 178 � ELEANOR HOLLEY K-�� PDB B 1793 P�G4441 i L He �s54'1e'z2'E P / 168.87' rF PJ/ /� / o GR ' N 27°20'20^ E N / \ / / 3o1.o7' T1G0 - � cuLnvA7Eo / J J WpoDS / / /SIi 30.00 RT 'X 78.00' RT VERGE F.JOHNSON DB 1793 PG 441 PB 6 PG 40-D 000s g \ \ F / F 9 C F IFNI e \ WALTER JAMES TILLERY DB 02-E PG 52 PB 6 PG 40-D 2jo 0922. 0" f a S9 2p3922• BRIDGE r SITE 1 STA. 16 + 1(Q +/- �l IMPACTS LEGEND 15+20 +/- ® DENOTES EXCAVATION IN WETLAND ® DENOTES HAND CLEARING DENOTES FILL IN ® WETLAND DENOTES MECHANIZED CLEARING DENOTES TEMPORARY FILL IN WETLAND ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER FOR —DET— PROFLE SEE SHEET 5A FOR —L— DESIGN SEE SHEET 4 INSET C 200' NO MORE THAN 50% OF THE CHANNEL WILL BE BLOCKED AT ANY TIME HC SITE I 300' TEMPORARY CAUSEWAY PROJECT REFERENCE NO. SHEET NO. PERMIT D RAWI N G B-5662 PRM-8 SHEET8 OF 16 ROAENGIN ERSIGN ENGI EERS N 3/NA 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED IMPACTS LEGEND DENOTES EXCAVATION IN WETLAND * * * * ** * * . DENOTES MECHANIZED CLEARING DENOTES HAND VW� DENOTES TEMPORARY CLEARING FILL IN WETLAND DENOTES FILL IN WETLAND DENOTES IMPACTS IN SURFACE WATER Fx� DENOTES TEMPORARY T 1®I .y , II If'. SITE 1 Qo"icotl 9i1'1/0000 PROJECT REFERENCE NO. SHEET NO. I PERMIT DRAWING PRM-9 SHEET NO. INSET E-+- SHEET 9 OF 16 DES ROADWAY DESIGN HYDRAULICS /—TSLT--8-5662 NAD 83T1A 2011 ENGINEER ENGINEER AMC HC F E E T' KC I F,ug�uecre . Plsaners . Scicatisk . ConaWNan Mana6ers —Pansof2- Road, Saiu; 400 Raleip( NC 2J609 Phone (919) 785-9210 • Pa (919) 783-9266 II 0 F — . . . . . . . . . . . . __-- --- T --- - ----_ I I \ T F O x F E S i E F F I 3 F IMPACTS LEGEND DEN INE WETLAND EXCAVATION DENOTCES LEA ING NIZED MC® F MC ® DENOTES HAND CLEARING ®DENOTES TEMPORARY FILL IN WETLAND ____ H C H � F DENOTES FILL IN WETLAND DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER 10' 0' 10' 20' 5' 9 „Eeeeeee@�e;eeee .:.................... ENOMONEE :........................ .::.......... ........:....... ::::::::.WE :........................ „Eeeeeee@�e;eeee .:.................... ENOMONEE :........................ „Eeeeeee@�e;eeee .:.................... ENOMONEE :........................ Revised 5/13/2020 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- STA 10+25 TO FILL FOR ROADWAY 0.53 0.02 0.06 85 25 -L- STA 15+61 CL AND ACCESS 1 -L- STA 15+99 TO FILL FOR ROADWAY 0.21 -L- STA 18+77 CL AND ACCESS 1 -L- STA 15+19 TO EXCAVATION UNDER < 0.01 -L- STA 15+32 CL PROPOSED BRIDGE 1 -L- STA 15+93 TO EXCAVATION UNDER < 0.01 < 0.01 7 1 -L- STA 13+50 TO TEMPORARY ACCESS FOR 0.03 0.09 17 -L- STA 14+72 LT DETOUR BRIDGE 1 -L- STA 16+14 TO TEMPORARY ACCESS FOR 0.04 0.05 17 -L- STA 17+57 LT DETOUR BRIDGE 1 -L- STA 10+19 TO MECHANIZED CLEARING 0.11 -L- STA 15+19 CL FOR FILL IN WETLANDS 1 -L- STA 16+08 TO MECHANIZED CLEARING 0.06 -L- STA 18+77 CL FOR FILL IN WETLANDS 1 -L- STA 10+09 TO HAND CLEARING FOR 0.12 -L- STA 15+23 CL TEMPORARY FILL 1 -L- STA 16+09 TO HAND CLEARING FOR 0.08 -L- STA 18+77 CL TEMPORARY FILL TOTALS': j 0.73 j 0.07 j < 0.01 j 0.17 j 0.20 j 0.02 j 0.21 j 92 j 59 j 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb