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Home My WebLink About20191427 Ver 1_B-6006_Permit_Plans_11x17_20191021Flighwdy North Carolina Department of Transportation Stormwater Highway Stormwater Program STORMWATER MANAGEMENT PLAN � �= (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 48202.3.1 TIP No.: B-6006 County(ies): Columbus Page 1 of 1 General Project Information WBS Element: 48202.3.1 ITIP Number: B-6006 Project Type: Bridge Replacement Date: 10/17/2019 NCDOT Contact: David Stark, PE Contractor I Desi ner: KCA / The Tara Group of Lumberton Address: 1020 Birch Ridge Drive Raleigh, NC 27610 Address: 2700 Hwy, 72 West Lumberton, INC 28360 Phone: 9197076605 Phone: 910.739.8199 Email: dstark@ncdot.gov Email: City/Town: Nakina Count ies : Columbus River Basins : Lumber F ICAMACounty? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.10 Surrounding Land Use: I Mainly agricultural and wooded area, few homes located around the project Proposed Project Existing Site Project Built -Upon Area ac. ac. ac. Typical Cross Section Description: The proposed service road consists of 2 typical cross sections, including one with a guardrail. Proposed cross sections without a guardrail is made up of 2 11, travel lanes with 3' unpaved shoulder. Proposed cross section with a guardrail consists of 2 11, travel lanes with 4'-5" to 5'-6" full depth paved shoulder and a 3' unpaved shoulder. Existing road conditions consist of 2 10' travel lanes with 3' unpaved shoulder Annual Avg Daily Traffic (veh/hr/day): Design/Future: 760 Year: 2016 Existing: Year: General Project Narrative: (Description of Minimization of Water Quality Impacts) The project consists of improving roadway approaches as well as replacing the existing bridge. Existing drinage systems within the project limits will be analyzed for impacts. All existing drainage systems impacted by the proposed bridge replacement will be replaced with a proposed drainage system. Proposed drainage will be designed to maintain the same drianage patterns as the existing condition. An Erosion and Sediment Control Plan will be prepared before construction. Waterbody Information Surface Water Body (1): BoqqvBranch NCDWR Stream Index No.: 15-17-1-12-1-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters Sw Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: 15-17-1-12-1-7 Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes I Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A 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 General Project Narrative) (If yes, provide justification in the General Project Narrative) I See Sheet 1A For Index of Sheets V W 0 w m 0 H O Lo V11 1159 LO�uN . ti A� IS k ti A DETOUR VICINITY MAP THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES. F TO HWY 905 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS COL UMB US COUNTY WETLAND & STREAM IMPACTS LOCATION. BRIDGE NO.230313 ON SR 1159 (OLD TRAM RD) 10 % 17 % 2019 OVER BOGGY BRANCH TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE I � I -----elm------ / —91M— PERMIT DRAWING SHEET 1 OF 7 J= 0 1� It d 81 a BEGIM f?I / — WLB — — - — — — — TQ GORES TRAILER RD (SR H57) —0- GIN TIP EJ2QgCT B - -� - l f l ✓s \ \ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 50 25 0 50 100 ADT 2016 = 760 LENGTH ROADWAY TIP PROJECT B-6006 = 0.081 MILES PLANS V = T = 55 MPH 6% LENGTH STRUCTURES TIP PROJECT B-6006 = 0.018 MILES 50 25 0 50 100 TOTAL LENGTH TIP PROJECT B-6006 = 0.099 MILES FUNC CLASS = MINOR ki COLLECTOR PROFILE (HORIZONTAL) SUB —REGIONAL TIER 10 5 0 10 20 NCDOT CONTACT: VIRGINIA MABRY PPT PROJECT MANAGER PROFILE (VERTICAL) Prepared /n the Office of. 301 Fayett 11, St., KCA NC FIRM LICENSE N.: C-1506 Suite N 500 &ISINGER InMEs Raleigh C 27601 (919)662-]639 2018 STANDARD SPECIFICATIONS JONATHAN LANGSTON, PE RIGHT OF WAY DATE: O" 54 9 PROJECT ENGINEER ALLEN MCSWAIN LETTING DATE: 0 ^ G ^ 9 PROJECT DESIGN ENGINEER PRELIMINARY PLANS I DOCUMENT NOT CONSIDERED FINAL DO NOT USE FOR CONSTRUCTION UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER ® DENOTES FILL IN WETLAND STA 12+33 LT STA = 13+69 LT V10 0.85 fps SOUTHERN DIVERSIFIED. LLC V10 = 0.55 f fs ® DENOTES EXCAVATION p SITE 2 p IN WETLAND DB II O 22 ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ® DENOTES HAND CLEARING SITE / SITE 4 WOODS ,��w000s �r - v v� E4* P E 4e � � ``'�j 0 — — — — — — — — — —wkc -EL L TRAY RD ( // ) TO GORES RAILER RD (SR 1/57)� —_---------- _----- ' ---- ---- — — — — —1 IN— — S Niw E �DE POE e� ' � PD A< � a WOODS WOODS STA - 11 + 50 RT TO 12 + 73 RT Q10 = 0.27 cfs STA = 13 4 c LT F rc V10 = 1.69 fps u' '° = fs SOUTHERN DIVERSIFIED, VIO IED.LLC V10 = 0.62.62 fps DB 138 PG422 O BRIDGE/ROADWAY RELATIONSHIP SKETCH BM=I ELEV.=47.44' N 159750 E 2091157 -BL- STA 9+37 93'RT RR SPIKE IN 12' OAK PROJECT REFERENCE NO. SHEET NO. 3 B-6006 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER = ,,..un,,,,� ,Tu,,,,, ` o o�l'cnao/ N%. .� o��.cnxo/ m 2 �. 2. •oEESS /p'•.,r •. �. 2. •oEE55 /Q ••.,r �� . 4 !'. � ? SEAL SEALS o045983 2: ?. 043950 ' O O �29•. NGI NE;;:'�lj`� 'I'GINEF;:'p �.`� � ..... DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PNEPANEl IN 11 FINN LICENSE No: C-150 TXE OFFICE OF: KCA 301 Fayetteville St., v Suite 1500 KISINGER CAMEO RaleiOh, XC 27601 & ASSOCI s fwlNleez-Teas PERMIT DRAWING SHEET 2 OF 7 CONC GRID 313 \ 44 70 —L— SR 1159 (OLD TRAM ROAD) _ _70 P1 = 13+04D0 EL = 5070' VC = 234' K = 114 — DS = 55 MPH BM#1 ELEV.=47.44' N 159750 E 2091157 -BL- STA 9+37 93' RT -L- STA 12+41 80' RT RR SPIKE IN 12" OAK P1 = 14+80DO K = ll560 S = M H Pl = l/+1750 EL = 4875' VC = 122 K = 116 DS = 55 MPH — — I-IHEN BRIDGE ____ --- -- --- -- --- -- EGI STA. BRIDGE 2+58.70 ST .13+ 1.16 -- - -- -- -- Hill 41 (+X Dm X(+ ITT 07.BENC _ -a�w EL. 6.0' hill mill milln - - EGIN GRAD - E - n i N M� ND G AD S A.15+37.5 30 LL-BRIDGE - - - — - - - - - - - -. - - HYDRAULIC DESIGN DISCHARGE DESIGN FREOUENCY DESIGN HW ELEVATION BASE DISCHARGE BASE FREOUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREOUENCY OVERTOPP/NG ELEVATION DATA = 850 = 25 = 485 = 1300 = 100 = 49D = 950 = 25+ = 48J CFS YRS FT CFS YRS FT CFS YRS FT - - - - - - - - - - DATE OF SURVEY = 06-2018 W. S.ELEVATION = 45.4 FT - - - - - - - - - - - - - - - - - - - - - - - - - - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 ® DENOTES FILL IN WETLAND STA 12+33 LT V10 0.85 fps SOUTHERN DIVERSIFIED. LLC ® DENOTES EXCAVATION p SITE 2 DB II O 22 IN WETLAND ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ® DENOTES HAND CLEARING WOODS SITE l I. \ w, ✓ A< PDE 1 ✓ P ----- Fo— I w _ _ '�PDE—PDE-11"e B \ SITE 3 WOODS �S\ STA = 11 + 50 RT TO 12 + 73 RT Q10 = 0.27 cfs vlo= 2fps uk" '— SOUTHERN DIVERSIFIED, LLC 4 pg E}g PG22 O BRIDGE/ROADWAY RELATIONSHIP SKETCH BM=I ELEV.=47.44' N 159750 E 2091157 -BL- STA 9+37 93'RT \!S RR SPIKE IN 12' OAK STA = 13+69 LT V10 = 0.55 f fs p SITE 4 WOODS 4c i / 71 — _ — _ — _ TO GORES RAILER RD (SR /157J- _ =—*i F� - WOODS STA = 13+77 LT QIO = 0.14 cfs V10 = 0.62 fps PROJECT REFERENCE NO. SHEET NO. 3 B-6006 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER = „pun,,,, ,Ru,,,,, ` o o�l'cnao/ N%. o o��'cnxo/ m 2 �. 2. •oEESS /p'•.,r •. �. 2. •oEE55 /Q ••.,r �� . 4 !'. � ? SEAL SEALS o045983 2: ?. 043950 ' O O �29•. NGI NE;;:' �j`� 'I'GINEF;:'p �.`� � .. n,n DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FIRM LICENSE N,: INEFOFFICEROF: KCA NG 301 F S it ill. St., vNGER Raleigh NG 27601 &ISASSOC—ES (919)882-7839 PERMIT DRAM�IING] SHEET 3 OF 7 — — — —' -- 70 —L— SR 1159 (OLD TRAM ROAD) _ _70 P1 = 13+04D0 EL = 5070' VC = 234' K = 114 — DS = 55 MPH BM#1 ELEV.=47.44' N 159750 E 2091157 -BL- STA 9+37 93' RT -L- STA 12+41 80' RT RR SPIKE IN 12" OAK Pl = 14+80°00 EL = 48.94' VC = ll5' K = ll560 S = M H _ P/ = l/+J7.50 EL = 4875' VC = J22' K = 116 DS = 55 MPH — — EN BRIDGE ---- --- qTF -- --- -- --- -- EGI STA. BRIDGE 2+58.70 ST .13+ 1.16 -- - -- -- -- (+ (+ _ -aypw BENC EL. 6.0' EGIN GRADE o'40 n i N M� ND G AD 40 S A.151-37.5 - - - - - - - - - - L -. - - BRIDGE HYDRAULIC DESIGN DISCHARGE DESIGN FREQUENCY DESIGN HW ELEVATION BASE DISCHARGE BASE FREOUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREOUENCY OVERTOPPING ELEVATION DATA = 850 = 25 = 485 = 1300 = 100 = 49D = 950 = 25+ = 487 CFS YRS FT CFS YRS FT CFS YRS FT - - mill - - - - 20 - - - - DATE OF SURVEY = 08-2018 W. S.ELEVATION = 45.4 FT - - - - - - - - - - - - - - - - - - - - - - - - - - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 ve auiieeiuos"� ' 0 5 10 PROD. REFERENCE NO. SHEET NO. N _ — vmvasm cx me ounce ov: a wssocl'Es ' u _ — Mill 1 0 1 0Hd 1, 0 1 0 90 80 0 6 0 0 30 20 1 1 20 30 0 5 60 0 0 90 1 0 1 0 - 0 1 0 1 0 150 -- - - - - - - -�w - €T O 4WP -++ - -- 48 84 0 N V 91) .025 0.02 31 3: ET v ND% Q� 4 - - 0, o o -o r - - - - m N +H — U — § — — — X I Tj E i 11 Hill ___ 6 — — — #L — _ 1111111 # CD U n _ — _ _ — — _ C / - - - - - — — - - - - - - - y 4rj11 mill ET NDS E— C O — — — — — — — — — — — — — — C HILL N W d / U q__ WMItW — — — — + 11 1 50. 0 — OHill U —14 - - ___ __ ___ ___ ___ ___—___ _ t — — — +H ----- -------------- ---- --- J O U M M B N U B m Ln >oJ r O]0 OQ ___ _ In >r —0Q a� RELIMINARY PLANS IN OM LE E LAISTS Noozu±l I 1± DO NOT US FOR CONSTRUCTION DO OT US FOR R/W A OUISIT ON UN � 20 1 5 60 0 0 90 1 0 110 120 1 0 1 0 1110 ve auiiee�iuos"� �' 0 5 10 PROD. REFERENCE NO. SHEET NO. N _ - vmvasm cx me ounce ov: a wssoci'Es ' u _ - 1 0 130 1,11) 1 0 90 80 0 6 0 0 30 20 1 1 20 30 A 0 50 60 70 80 90 1 0 1 0 'r, 0 1111110 110 150 - -REIRVEAVAIT- - - - - I ELF 44- 0.025 0.02 -- - 0 r m N !n X E i N !L = CD CD- - - rL-Lo - - - - - - - -- -- -- =_44T T I I - 0.025 .02 P1 m m --- --- - — — 48 82 J_ \ rn — WETLA IDS 0 i m C O w N w d U Bit Hill - - - - - - -41 - O U _ N N U --- - _ --- - - - _ --- - --- --- - -- --- --- --- --- -- - - --- --- ------- -- _ - Ij - ------- --- --- --- - -- - - --- - - --- _ --- --- ---- - - -- - --- - _ - - — - - - - _ - _ - _ - _ - _ _ _ - _ - _ _ - - _ - - - - - - - - - - - - - _ - N co— O Lo N V M m � - Q8 &025 0.025 qlani +___J+4tttI — — — 34 m m 48 85 — HIM m >ro WETLA DS mm oa In >r -0Q aoo 12+ RELIMINARY LANS IN OM LE E LA S N OJy DO NOT USE FOR CONST UMON DO NUL US FORHH R/W A OUISIT ON — — - - - _ — — — - _ — _ — _ UN � �E -1 0 1 0 cl 0 0- 3 20 1D 50 60 0 0 90 1 0 1 0 1 0 1 0 1,0 1 0 CD ve auiieeos" KWS 0 5 10 PROD. REFERENCE NO. SHEET NO. N -- vmvasm cx me ounce ov: v a wssocl'Es u — — ML 1 0 130 1 0 100 90 80 0 6 0 0 30 20 1 1 20 30 A 0 50 60 70 80 90 100 110 'r,0 130 1 0 150 - - - - lit - - - - - - - - - - -- - - - - - - - - c r m N U !n E N !L _ CD - - - - - - - I - - - - - I Hill ... N ... _ ___—__ O __ ___ _ --- —___ ___—__ - _ .025 0.02 Ll m m — — — — 48.93 — m - - - — _ - --------------- m 0 WETLAND / m C O o w N w / U U _ N1H -- : i � 13 + 0. 0 — — — —_ ------- —_ — — —_ - — —_ -- _ — — -- — — — — — — — —_ E O U M M B U B m �^ lc] OQ —_ —_ —_ —_ -- —_ — ----- ---- —_ —_ ___ ___—___ --- n >r III F=FT —0Q L"� a� RELIMINARY LANS IN OM LE E LA S NV 2 - DO NOT US FOR CONST UMON DO OT US FOR R/ W A OUISIT ON HB—_ —_ _— —_ —_ — — — - — —_ —_ _— —_ -- —_ —_ -- UN � E 90 1 0 1 0 1 0 1 0 10 150 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- 10+74 / 12+68 Fill Slope / Pipe Outlet Rip Rap -LT- 0.003 0.015 2 -L- 12+58 / 12+83 Proposed Bridge End Bent 0.000 0.009 72 3 -L- 13+35 / 13+50 Proposed Bridge End Bent / Pipe Outlet Rip Rap 0.003 0.000 0.013 0.009 62 4 -L- 13+50 / 14+56 Fill Slope/ Pipe Outlet Rip Rap -LT- 0.003 0.008 TOTALS*: < 0.01 < 0.01 0.04 0.02 134 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands Amount (ac): 0.0088 Excavation in Wetlands Amount (ac): 0.0003 Revised 2018 Feb