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Home My WebLink About20210925 Ver 1_SF-400584_Permit Drawings_20211112 Revised_20211115 (3)Hj� North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.7.R.138 TIP No.: SF-400584 County(ies): Guilford Page 1 of 1 General Project Information WBS Element: 17BP.7.R.138 TIP Number: SF-400584 Project Type: Bridge replacement Date: 3/31/2021 NCDOT Contact: Galen Cail Contractor / Designer: Reid Robol Address: 1000 Birch Ridge Drive Raleigh, 27610 NC Address: 940 Main Campus Drive Suite 500 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-754-5005 Email: gcail@ncdot.gov Email: rrobol@vhb.com City/Town: Pleasant Garden County(ies): Guilford River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Project Description Project Length (lin. miles or feet): 0.12 I Land Use: Forest, rural residential _Surrounding j AM Proposed Project Existing Site • Project Built -Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: 2 @ 11' lanes with 4' paved shoulders and 2' grass shoulders (road) and 2 @ 11' lanes with 4'-3" paved shoulders (bridge). 2 @ 10' lanes with 0.5' paved shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1060 Year: 2025 Existing: 530 Year: 2015 General Project Narrative: (Description of Minimization of Water Quality Impacts) TIP project SF-400584 involves the replacement of the existing NCDOT Bridge #400584 on SR 3412 (Tabernacle Church Road) over Big Alamance Creek at Guilford County. Bridge #400584 consists of 3 @ 30' precast prestressed concrete channels with end bents made of PPC cap and timber piles and interior bents made of PPC cap and steel piles. The proposed bridge consists of 1 @ 100'-39" box beam with 4'-0" caps. Rip -rap pads will be utilized to disspate energy and to reduce velocity at all proposed outfalls. No deck drains are required for the proposed bridge. The bridge subject to the Jordan Lake Buffer Rules. Waterbody Information Surface Water Body (1): Big Alamance Creek NCDWR Stream Index No.: 16-19-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Jordan Lake Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No Of 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 Na rative) 09/08/99 c 0 co Ln W E c 0. 0 0 v L (n (n 0) c 3 L 0 0 } C E 0 1= W 0 0 0 d0 L °D t9 T� °= O L STATE OF NOR I=[ CAROLINA DIVISION OF HIGHWAYS GUILFORD COUNTY LOCATION: BRIDGE NO. 584 OVER BIG ALAMANCE CREEK ON SR 3412 (TABERNACLE CHURCH ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE WETLAND AND SURFACE WATERS IMPACTS PERMIT VICINITY MAP (NOT TO SCALE) • • • • • OFF -SITE DETOUR BEGIN PROJECT /7BP.7.R.138 -L- POC Sto. 11+00.00 TO PLEASANT GARDEN SITE l 0) BEGIN BRIDGE END BRIDGE -L- Sta. /3+75.00 -L- Sta. 14+75.00 Ik , J .� A SR .3412(TABERNACLE CHURCH ROAD) BEGIN APPROACH SLAB -L- Sta.13+63.00 END APPROACH SLAB -L- Sta. 14+87.00 END PROJECT /7BP.7.R.138 -L- POT Sta.17+50.00 II I /I TO US 42/ STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 17 I1) P.7, .138 1 STATE PROD. NO F. APROJ. NO DESCRIPTION PERMIT DRAWING SHEET 1 OF 6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DESIGN DATA ADT (2015) = 530 ADT (2025)= 1,060 V = 45 MPH FUNC CLASS = LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.104 MILES LENGTH STRUCTURE TIP PROJECT = 0.019 MILES TOTAL LENGTH TIP PROJECT = 0.123 MILES Prepared In the Office of Simpson Engineers & Associates for DIVISION 7 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: LETTING DATE: DAVID SIMPSON, PE PROJECT ENGINEER REID B. ROBOL. PE HYDRAULIC ENGINEER NCDOT CONTACT. TIM POWERS, PE DIVISION BRIDGE PROGRAM MANAGER ROADWAY DESIGN ENGINEER P.E. SIGNATURE: HYDRAULICS ENGINEER P.E. SIGNATURE: PLANS PREPARED BY: IMPSON T;a NGINEERS JLA TSSOCIATES 5690 Dillard Drive Suite 200 Cary, NC 27518 (919) 852-0468 (919)852-0598 (Fax) www.simpsonengr.com LICENSE NO. C-2521 41(fhb VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 DETAIL 1 LATERAL BASE DITCH ( Not to Scale) Fill Slope Min. D=1.5 H. Max. d=1.5 Ft. Type of Liner= CLASS B RIP RAP B-2.0 P7 -1- STA.11+00 TO 13+00 RT 7 —L— PC Sta. 10+00.00 FINISHED FLOOR ELEVATION: 684.53 JAMES G GADDY BOBBIB GADDY CLASS B RIP RAP EST. 3 TONS EST. 10 SY GEOTEXTILE —L— PT Sto.11+80.64 —TO PLEASANT GARDEN 0.6' TO EIP WOODS BEGIN PROJECT /78P.7.R.138 —L— POC Sta. 11+00.00 LATERAL BASE DITCH SEE DETAIL 1 EST. 70 TONS RIP RAP EST. 215 SY GEOTEXTILE JOHN W ARCHER, JR LINDA W. ARCHER C CONCRETE PAVED DITCH STD. 850.01 FINISHED FLOOR RIP RAP @ EMBANKMENT ELEVATION: 680.30 SEE DETAIL 4 EST. 30 TONS RIP RAP EST. 60 SY GEOTEXTILE BEGIN BRIDGE y DUE WOODS C DUE BEGIN APPROACH SLAB —L— Sta.13+63.00 STANDARD BASE DITCH SEE DETAIL 3 SLOPE = 0.078 EST. 70 TONS RIP RAP EST.130 SY GEOTEXTILE EST.10 CY DDE CLASS B RIP RAP EST. 4 TONS EST.10 SY GEOTEXTILE JOHN W ARCHER, JR LINDA W. ARCHER UE CLASS II RIP RAP UP TO ELEV. 640.0' (TYP.) (STRUCTURE PAY ITEM) PG my ODDS PDE� F POE DETAIL 2 TOE PROTECTION (Not to Scale) Natural Gouts d=1.0 Ft. � 01 Geateeile Type of Liner= CLASS B RIP RAP Slope -L- STA. 14+95 TO 16+06 LT DAVID R HANKINS PEGGY A HANKINS END BRIDGE —L— Sta.14+76.13 —L— POT Sta.17+50.00 Nroanatuml Gd dl DETAIL 3 STANDARD BASE DITCH (Norco Scale) Z'I Natural Groand Gemexfile Q Min. D=1.5 Ft. Max. d =1.5 Ft. 'When B is < 6.0' B=2.0 Ft. Type of Liner= CLASS I RIP RAP -L- STA. 13+00 TO 13+57 RT DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER END PROJECT 17BP.7.R.138 END APPROACH SLAB —L— Sta.14+87.00 WETLAND C TOE S E5T. 5 ES CLASS B RIP RAP EST. 2 TONS EST. 7 SY GEOTEXTILE SEE D PROTECTION 5" T.4 DETAIL 2 WiE15OW 5 TONS RIP RAP 0 SY GEOTEXTILE WOODS PDE� 15 \ OUE WiELBOWDOE \ WOODS \\ CLASS B RIP RAP EST. 2 TONS EST. 7 5Y GEOTEXTILE CUT EXISTING STEEL PILE FLUSH WITH EXISTING (EAST BANK) CONCRETE FOOTER AND RETAIN THE CONCRETE FOOTER AS IS. MH \ GR WALTER G RICKS III MARY N RICKS WOODS WOODS DETAIL 4 RIP RAP AT EMBANKMENT (Norm Scale) Ditch Grade Type of Liner= CLASS I RIP RAP -L- STA. 14+12 TO 14+24 LT DENOTES FILL IN WETLAND DENOTES HAND CLEARING DELLA C ELLIS MICHAEL G ELLIS —L— POT Sta. 18+50.00 TO OS 421— OUATE LIVING TRUST CLARENCE W OUATE TRUSTEE HAZEL W OUATE TRUSTEE PROJECT REFERENCE SHEET NO. 17BP.7.R.138 - GUILFORD 584 4 ROADWAY DESIGN ENGINEER MOT MACDONALD 18 E, LLC LICENSE NO. F-0669 HYDRAULICS ENGINEER VHB ENGINEERING LICENSE NO. C-3705 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M mo M 7621 Purfoy Rand, Suite 115 Fuquay-Vanna, NC f7526 MANONa1D www.monmaccort✓americas e.,ffIl $ VERTICAL SCALE IIJ11� HORIZONTAL SCALE 2' nth PERMIT DRAWING SHEET 2 OF 6 .. &4I STA .■•.PROM■ 11+0000 L ■■ ■■ ■ BEGIN STA_ 11 GRA ■■ ■■ 65100E STA 14 �S 00 -L 39 3 X E J4 1 SaAN:1Q P - END GRAN r r i8r.! O. ■■■■ ■■■ EnD STA. PRO- 7 ■■ MN ■■ 50 00 GP EL:r9 700 690 680 ■e J0� 670 660 650 PI CLASS H its RAP SLU'L I.S fJ FI. (NORMA- TO CAP) I;TRJCRUFC PAY IT NO RMAJ EL:V w 71 J 02-28-2019 ■ MN EXCAVATE TO El EV-b7'.5 FI 15+80.H CL = 686.84 VC 21l LULu ® Y EX:AATION = 17 (3 TURE PAY Tr ) CY ■■ ■ ei ■NIL ■La1 EX L T ■■■ ■ ■■■ HYDRAULIC r.ESIGN DISCHARGE I _ DESIGI✓ FREQUENCY DESIGN HW ELEVATION — BASE CHARGE _ BASE F COUENCY = B SE HW ELEVATION = /LiRJ HIDING DISCHARGt — /ERrCPP NG FREQUENCY = RTCP0/NG ELEVATION= LI F 0 URVF 41111i01(1- DA'1-A 494 25 79./ O CFS YR FT ■l'711 S ■■ 6666 00 7 C,- YRS S Y 02/25/20e9 sir 4 T 700 690 680 670 660 650 ■ 10 11 12 13 14 15 16 17 18 3 u1 e 0 0 0 cc oa '0 00 m 0 L DETAIL 1 LATERAL BASE DITCH ( Not to Scale) Fill Slope Min. D=1.5 H. Max. d=1.5 Ft. Type of Liner= CLASS B RIP RAP B-2.0 67 -L- STA.11+00 TO 13+00 RT FINISHED FLOOR ELEVATION: 684.53 JAMES G GADDY BOBBIB GADDY CLASS B RIP RAP EST. 3 TONS EST. 10 SY GEOTEXTILE /—L— PT Sta. 11+80.64 —L— PC Sta. 10+00.00 D.z EIP�/ —i0 /'LLASAN7 GAROG) 1 TOO IPI BEGIN PROJECT /7BP.7.R.138 —L— POC Sta. 11+00.00 LATERAL BASE DITCH SEE DETAIL 1 EST. 70 TONS RIP RAP EST. 215 SY GEOTEXTILE JOHN W ARCHER, JR LINDA W. ARCHER CONCRETE PAVED DITCH STD. 850.01 FINISHED FLOOR RIP RAP @ EMBANKMENT ELEVATION: 680.30 SEE DETAIL 4 EST. 30 TONS RIP RAP EST. 60 SY GEOTEXTILE UE I DUE 6 BEGIN BRIDGE DUE BEGIN APPROACH SLAB -L— Sta. 13+63.00 STANDARD BASE DITCH SEE DETAIL 3 SLOPE = 0.078 EST. 70 TONS RIP RAP EST. 130 SY GEOTEXTILE EST.10 CY DDE CLASS B RIP RAP EST. 4 TONS EST. 10 SY GEOTEXTILE JOHN W ARCHER, JR LINDA W. ARCHER CLASS II RIP RAP UP TO ELEV. 640.0' (TYP.) (STRUCTURE PAY ITEM) ✓d, DETAIL 2 TOE PROTECTION (Not to Scale) Natural Gouts d=1.0 Ft. � of Geotenile Type of Liner= CLASS B RIP RAP Slope -L- STA. 14+95 TO 16+06 LT O O DAVID R HANKINS PEGGY A HANKINS END BRIDGE —L— Sta.14+76.13 —L— POT Sta. 17+50.00 Na Groantuald dl DETAIL 3 STANDARD BASE DITCH (Norco Scale) Z'7 Natural Graond Geoteiile Q Min. D=1.5 F1. Max. d =1.5 Ft. 'When B is < 6.0' B=2.0 Ft. Type of Liner= CLASS I RIP RAP -L- STA. 13+00 TO 13+57 RT DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER END PROJECT /7BP.7.RJ38 END APPROACH SLAB —L— Sta. 14+87.00 WETLAND C CLASS B RIP RAP -EST. 2 TONS EST. 7 SY GEOTEXTILE WALBOWS TOE PROTECTION SEE DETAIL 2 EST. 45 TONS RIP RAP EST. 50 5Y GEOTEXTILE --JJ WOODS PDE —L— N 8358' 4/.2" E PDE ___ F END SBG___r- -"f _- __— _-- : RETAIN +20 LT.&0*1 D0¢ F 15" WAELBOWSSOE� C I' WOODS CLASS B RIP RAP EST. 2 TONS EST. 7 SY GEOTEXTILE CUT EXISTING STEEL PILE FLUSH WITH EXISTING (EAST BANK) CONCRETE FOOTER AND RETAIN THE CONCRETE FOOTER AS IS. MH RETAIN WALTER G RICKS III MARY N RICKS WOODS DETAIL 4 RIP RAP AT EMBANKMENT (Norm Scole) Ditch Grade Type of Liner= CLASS I RIP RAP /Y/t i -L- STA. 14+12 TO 14+24 LT DENOTES FILL IN WETLAND DENOTES HAND CLEARING DELLA C ELLIS MICHAEL G ELLIS —L— POT Sta.18+50.00 TO US 42— PROJECT REFERENCE SHEET NO. 17BP.7.R.138 - GUILFORD 584 4 ROADWAY DESIGN ENGINEER MOTT MACDONALD 18 E, LLC LICENSE NO. F-0669 HYDRAULICS ENGINEER VHB ENGINEERING LICENSE NO. C-3705 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M mo M 7621 Porfoy Rand, Suite 115 Fuquay-Vanna, NC f7526 MANONa1D www.monmaccort✓americas 6..ff $ VERTICAL SCALE LULL —L 1 HORIZONTAL SCALE 2' PERMIT DRAWING SHEET 3 OF 6 OUATE LIVING TRUST CLARENCE W OUATE TRUSTEE HAZEL W OUATE TRUSTEE 700 690 .I. 15.a11 STA L .. 11+0000 680 ■ BEGIN STA_ 11 GTRA .. ■e oe. 00 = oa "; + 670 660 650 10 tI 11 12 PI CLASS H its RAP S1.0'L I.S fJ FI. (NORMA- TO CAP) I;TRJCRUFC PAY IT 13 NO .. RMAJ EL:V w 71 .. J 02-T8-20T9 .. N. r 14 . 65100E STA 14 �S 00 -L 39 3 X I .AMA 1 S'AN: 1)0 P - GP EL:r9 ..■ EXCAVATE TO El EV -b7'.5 15 FI 15+80.H EL = 686.84 VC 21) ® EX:Y AATION = 17 (3 TURE PAY T" ) 16 END GRAN CY irin ON .... ... END - /TA. ■■ • e/ 17 MAIL ..1r. EX L T ... PRO- 7 ECL 50 00 ■ .... 18 .. .. NM HYDRAULIC e.ESIGN DISCHARGE GESIGI✓ FREQUENCY DESIGN HW ELEVATION — BASE CHARGE _ BASS C CQUENCY = B SE HW ELEVATION = /Lif/ GPtt' 1✓G DISCHARGt — /ERrCPP NG FREQUENCY = RTCP0/NG ELEVATION= LI F 0. URVF N DA1 A .94 25 79./ 24 O CFS YR FT 11 .I 5S T S .. 6666 600 7 Cr YRS S Y 02/25/20e9 sir 4 T 700 690 680 670 660 650 ■ PROJECT REFERENCE SHEET NO. 17BP.7.R.138 - GUILFORD 584 4 yl - ,//i�/ DENOTES IMPACTS IN SURFACE WATER ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER z� //� DENOTES TEMPORARY IMPACTS IN SURFACE WATER �� ^ / MOTT MACSE N O. 18 E, LLC LICENSE NO. I8 E VHB ENGINEERING LICENSE ENGINEERING O. RING DOCUMENT NOT CONSIDERED FINAL L A B ci) F F DENOTES FILL IN UNLESS ALL SIGNATURES COMPLETED / ` WETLAND Prepared f: the M )6]1 Purfoy Rood, Suite276 �\^J J-,I V L _ i \ D \ � � M MnCrooxaLo M Fu9uaYo adna, NC 27526 wwwm nmacmMamar ms \ ' A I C. i�// DENOTES HAND CLEARING bYHBE�g�eeL�gNC,PCIc-a7os1 IMnZ Campus aPe S e-,00 Ra1egh NC21606 - HORIZONTAL SCALE 6. 5' p 6. 5' 12. 0' \ i i lo 115 �; �� 'hI /7 - T C PERMIT DRAWING SHEET 4 OF 6 N N m WOOD N m ,. ('m � w� B SITE1 �m DEigh .4,-. 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MINE — — — — - — — - ■■rr� — — —EN —EN — — —EM iz� -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- _— -- -- -- -- -- -- -- -- � -- -- -- — - xls — — — 1- -- — — - - - — — - =--x — — — — — — — — — — - - - — — - — — — — — — — — -a•. — — - - - — — - -M — — — — — — — — --s — — - - - — — - — — — — — — — — — — - - - — — - x- — — — — — — — — - — - - - — - - -1 --- — — — - — — — i — - -- -- ....—il— s"7— II ■ .- . • ■ •— ■- •— ■— t a--■■....—IRC r ra—■■....-- •--••E'— ■--■■1F.— = — — — mommmm a■■�r■-�...... —c•—.■--....7 —■lra 7--...... - — — — -- -- -- -- -- ....... ....... ....... - ■ — ■ L7 ..7 • 1 L — ■ ■- ■— =r n ■ --■• ■--■■.......— •r 7r ❑ . —■• 1I, I■ II 11 n -- ....-- — — - - — MEN MEN -■•- -■•- —■■— •-rarr■r.� ■-�� ■--...... ■--...... ■--...... --- ■........— ■........— ■—� ter_ - -� —�iiili■1 --- --- -- --- •— ■— ■— !�I ■— ■ --■■-- ■ --■•-- l --■■ tc7••-- JI --••-- —■• — MEN MEN — —■•— —••— —■■— -•_ ■—�� ■--� ■--� -• ■�� ■—� ■—� — --- —�� --- --- -- -- -- -- — . —. — ■ — . 68( 67 66 68( 67 68 67 14? 139 149 99 69 9 9 9 0 9 9 89 99 114 119 690 90 90 60 90 R0 90 80 4 Revised 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- 14+20 TO 16+14 Fill - Wetland C 0.02 0.04 < 0.01 < 0.01 5 10 TOTALS*: 0.02 0.04 < 0.01 < 0.01 5 10 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 11/12/2021 GUILFORD SF-400584 17BP.7.R.138 SHEET 6 OF 6