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Home My WebLink About20190623 Ver 1_B4819_PermitDrawings_20190410_20190510E lid lriv'iiV North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 1713PA.R.100 TIP No.: B-4819 County(ies): Stokes Page 1 of 1 General Project Information WBS Element: 17BP.9.R.100 ITIP Number: B-4819 Project Type: Bride Replacement Date: 4/10/2019 NCDOT Contact: Galen Cail, PE Contractor / Desi ner: IReid Robol, PE-VHB Address: 1000 Birch Ridge Drive Raleigh, NC 27610 Address: 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-754-5005 Email: cail ncdot. ov Email: rrobol vhb.com City/Town: Count Ees : Stokes River Basin(s): Roanoke I ICAMACounty? I No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.193 miles Surrounding Land Use JPrimarily forest and agricultural land. Proposed Project Existing Site Project Built -Upon Area ac. 0.7 ac. 0.7 ac. Typical Cross Section Description: 2 @ 10' lanes, 4' shoulder southside, 6' shoulder northside 30' deck width out to out 2 @ 10' lanes 20' deck width out to out Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1100 Year: 2025 Existing: 550 Year: 2013 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project B-4819 involves the replacement of the existing NCDOT Bridge #105 on SR 1697 over Snow Creek. Bridge #105 consists of 1 @35', 1 @45.3', 1 @34.8' timber deck on I -Beams with timber caps and piles. The proposed bridge consists of 1@125' 63"MBT with 4'-0" caps. The effective FEMA floodplain mapping indicates that the proposed crossing is located in Zone AE and was studied by Limited Detail Study methods. No deck drains are required for the bridge. The Erosion Control Plans are designed to sensitive watershed standards due to potential impact to the James Spinymussel. Waterbody Information Surface Water Body (1): Snow Creek NCDWR Stream Index No.: 22-20 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: A known population of the James Spine mussel is located +/-0.1 miles downstream of the project site. NRTR Stream ID: I Snow Creek IBuffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes I Deck Drains Discharge Over Buffer? N/A I Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? INo I (If yes, provide justification in the General Project Narrative) I (If yes, describe in the General Project Narrative; if no, justify in the I General Project Narrative) (If yes, provide justification in the General Project Narrative) LL u h`17BP.9.R.100 PROJECT fiaR �cek LIMITS_ 121 8 89 1748 1744 '<4 1Z03 �'UR 704.6 _ v lfi9s Rd' 120.Z a� jjSz mod' Coi �nr d9eo ya�t 138Z �me Ro, ad l gftq lfi9t s a S 11707 1Z11 Ralph 1Z.2 ~ O °3 89 4Mead ow ' Tutt e Rd. 1 QRR 8 1Z32 Baphet 17g7 89��'e Null", ioaF Rd. VICINITY MAP (NOT TO SCALE) OFF —SITE DETOUR *DESIGN EXCEPTION: MIN. HORIZONTAL CURVE RADIUS SAG VERTICAL CURVE K HORIZONTAL SSD VERTICAL SSD STATIC OF NORTH CAROLINA DIVISION N OF HIGHWAYS STOKES COUNTY LOCATION: BRIDGE NO.105 OVER SNOW CREEK ON SR 1697 (PITZER ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE SS' PLANS WETLAND AND SURFACE WATER IMPACTS PERMIT STAIR 9TAT6 PROJRC! RRPRRRNCB NQ 17BP.9.R.100 PrATR PRQl.N0. P.A.PRO].N0. De6CRDT10N 17BP.9.R.100 WA PE 17BP.9.R.100 WA RNJ, UTL 17BP.9.R.100 WA CONST LG/N // S%. BR/pG E � I (Tl /St7300 TO DANBORY y �. By G/N CONSi ao BEG/N Sto ROOT/O/y qpP 50,00 00 � Q BEG/N p Z POCR�J�E/OfS v� SITE 1 r, � / \1-0 I1 Sto 3 10S4ge LND Seto /AGE T 0 00, /sfsaoo EN �N /'RO✓ECT 'L PpC St0. 22 P /0p SUPERELEVATION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. PERMIT DRAWING SHEET 1 OF 5 ROADWAY DESIGN ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in tte Office of Simpson Engineers & Associates for DIVISION 9 ADT (2009)= 700 50 25 0 50 100 ADT (2035)= 1,100 LENGTH ROADWAY TIP PROJECT = 0.199 MILES NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.E. 2018 STANDARD SPECIFICATIONS DAVID SIMPSON, PE PLANS RIGHT OF WAY DATE: PROJECT ENGINEER SIGNATURE: V = 55 MPH 50 25 0 50 100 FUNC CLASS = LOCAL LENGTH STRUCTURE TIP PROJECT = 0.024 MILES TOTAL LENGTH TIP PROJECT = 0.223 MILES DECEMBER 6, 2018 REID B. ROBOL, PE IIYDRAULICS ENGINEER LETTING DATE: OCTOBER 23, 2019 PROFILE (HORIZONTAL) HYDRAULIC ENGINEER 10 5 0 10 20 SUB REGIONAL TIER P.E. NCDOT CONTACT: DANIEL DAGENHART DIGRAM BRIDGE PROGRAM MANAGER PROFILE (VERTICAL)VISIO SIGNATURE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: MPSON 5640 Dillard Drive jP NGINEERS Suite 200 f� Cary, NC 27518 /ASSOCIATES 1919) 852-0468 1"yL (919) 852-0598 (Fax) www.simpsonengr.com LICENSE NO. C-2521 Vhb VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 'DESIGN EXCEPTION: DETAIL 1 DETAIL 2 MIN. HORIZONTAL CURVE RADIUS TOE PROTECTION BANK STABILIZATION SAG VERTICAL CURVE K IN, I. S<-) I._ s�clel HORIZONTAL SSD 3.0'min. VERTICAL SSD �O p Fla SUPERELEVATION w+nRAL F GROUND� SLOPE �z.o• d GEOTEXTILE SZ d= 2.0 Ff. GeoTDnaE _ Type of Liner= CLASS B RIP RAP Type of Liner= CUSS II RIPRAP -L- STA. 12+00 TO 12+89 RT -L- STA 16+68 TO 16+90 -L- STA. 18+28 TO 20+00 LT CATHE C. DAVIS 465 \ DB 465 PG 1056 .PTO=HEP=D WILL �4 MITIGATION SITE BOUNDARY ACCESS NOT ALLOWED 0 0 TOE PROTECTION SEE DETAIL 1 EST. ?? TONS RIP EST. ?? SY GEOTE (ALONG PROPOSED RW TO MINIMIZE IMPACTS TO THE O ROBERT W. STETTLER, III AND WIFE GENEVA T STETTLER DB 519 PC 1560 BEGIN +44 L OIAL,L,tbb NU I ALLUVVtU 2 NORTH CAROLINA DEPT.OF TRANSPORTATION / DB 526 PG 386 SITE 1 BANK STABILIZATION / SEE DETA IL 2 EST. 95 TONS RIP RAP EST. 125 SY GEOTEXTILE IF BEDROCK IS EXPOSED IN PROPOSED RIP RAP AREA I NEAR IS CHANNEL DURING CONSTRUCTION, DISCONTINUE RIP RAP AT OHWM I1 EIP P-- -L- PL Sta 10+75.03 P/ Sta 13+36.81 P1 Sta 18+4023 P1 Sto 21+8597 0 = 3' 41' 18.8' (RT) p = 42' 07' 53.0' (RT) A = 26' 45' 24.3' (LT) A = 19 04' 405' (RT) D = 2' 27' 326 D = //* 48' 48.8' D = lP 48' 48.8' D = 4' 24' 265' L = 150.00' L = 356.64' L = 226.49' L = 228.66' T = 75.03' T = 186.81' T = //5.35' T = 94.63' R = 2,330.00' R = 485.00' R = 485DO' R = 1,300.00' 011 WOODS CLASS 8 RIP RAP EST .2 TONS EST. 7 SY GEOTEXTILE CLASS I RIP RAP EST. 15 TONS RIP RAP_ EST SY GEOTEXTILE CLASS B RIP RAP EST. 1 TON EST.5 SY GEOTEXTILE OLD BRIDGE rr I SOIL PUBLIC RN R ACCESS \ WOODS \ -Y- POT Sta.12+00.00 —/ — POr' C+n /R4-/n nn ®DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER WOODS I BEGIN CONSTRUCTION -v- onr C+, /nijznn WOODS TOE PROTECTION SEE DETAIL 1 EST. ?? TONS RIP RAP EST. ?? SY GEOTEXTILE E � \\CLASS I RIP RAP \EST,4 TONS \ EST. 10 SY GEOTEXTILE UNCLASSIFIED STRUCTURE EXCAVATION (STRUCTURE PAY ITEM) RCP WOODS 3 DAVIS CHAPEL HISTORIC52A/SSPOCI49TIION, INC. O DAVIS CHAPEL HISTORIC ASSOCIATION, INC. DB 52T PG 1499 PROJECT REFERENCE SHEET NO. 17BP.9.R.100 - STOKES 105 4 ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER - MACDO 0 11 E, LLC LICENSE NO. F 69 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare n tie office of:l M M PO Box 700 WIOi Fuqu Vanna, NC 27526 ® � ,6AWONAIO v..rv. .mm6mencm 'QIReV'L hb VHB Engineering NC, P.C. (C-3705) 6i 9A0 Main Campus Drive, Suite Soo Raleigh, NC 276L6 PERMIT DRAWING SHEET 2 OF 5 I END PROJECT 178P9.RJ00 -I- Onn C+- oo1ocznn 0 0 'DESIGN EXCEPTION: DETAIL 1 DETAIL 2 MIN. HORIZONTAL CURVE RADIUS TOE PROTECTION BANK STABILIZATION SAG VERTICAL CURVE K IN, I. S<-) I._ s.c1e1 HORIZONTAL SSD 3.0'min. VERTICAL SSD �O p Fla SUPERELEVATION F GROUND� SLOPE �z.o• d GEOTEXBLE SZ d= 2.0 Ff. GeoTDnaE _ Type of Liner= CLASS B RIP RAP Type of Liner= CLASS II RIPMP -L- STA. 12+00 TO 12+89 RT -L- STA 16+68 TO 16+90 -L- STA. 18+28 TO 20+00 LT O \ ROBERT STETTLER, III AND WIFE GENEVA T STETTLER DB 519 PG 1560 7}�% 5� TP CATHEDAVIS 465 DB 465 PG 1056 J -L- PT Sta.15+0 =— SR 1974 -'-- —L� —TO SHEPPPAD MILL RD' ------ GR _ v RETAI � TOE PROTECTION \ SEE DETAIL 1 \ + EST.?? TONS RIP RAP EST. ?? SY GEOTEXTILE \ MITIGATION SITE BOUNDARY \ PLACE ORANGE FENCE ACCESS NOT ALLOWED ALONG PROPOSED RW TO MINIMIZE IMPACTS TO THE h11 WOODS CLASS 8 RIP RAPT EST 2/TONS \ 1 ESTJ/ , SY GEOTEXTIgE� 11 CLASS I RIP RAP EST. 15 TONS RIP RAP EST. 35 SY GEOTEXTILE CLASS B RIP RAP - EST. 1 TON EST.5 SY GEOTEXTILE - OLD BRIDGE f IAL,L,tSJ NU ALLUVVtU 2 _ Do NORTH CAROLINA DEPT.OF TRANSPORTATION W DB 526 PG 386 SITE 1 �5 BANK STABILIZATION 3 / SEE DETAIL 2 EST. 95 TONS RIP RAP / EST. 125 SY GEOTEXTILE IF BEDROCK IS EXPOSED IN PROPOSED RIP RAP AREA NEAR IS CHANNEL DURING CONSTRUCTION, I _ SO. DISCONTINUE RIP RAP AT OHWM — PUBLIC RNERACCESS� � —L— PC Sta. 17+24.8 —Y— POT Sta. —L— POC Sto. EIP &- -L— PL Sto 10+75.03 P/ Sta 13+36.81 P1 Sta 18+4023 P1 Sta 21+8597 0 = 3' 41' 18.8' (RT) p = 42' 07' 53.0' (RT) A = 26' 45' 24.3' (LT) A = 19 04' 405' (RT) D = 2' 27' 326 D = //* 48' 48.8' D = lP 48' 48.8' D = 4' 24' 265' L = 150.00' L = 356.64' L = 226.49' L = 228.66' T = 75.03' T = 186.81' T = //5.35' T = 114.63' R = 2,330.00' R = 485.00' R = 485DO' R = 1,300.00' -00.00 10.00 —L— F ®DENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER i 1 W6 BEGIN CONSTRUCTION -Y- POT Sta. 10+50.01 I j ' mi UNCLASSIFIED STRUCTURE EXCAVATION (STRUCTURE PAY ITEM) RCP PROJECT REFERENCE SHEET NO. 17BP.9.R.100 - STOKES 105 4 ROADWAY DESIGN HYDRAULICS ENGINEER I ENGINEER — MACDO 0 11 E, LLC LICENSE NO. —669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare n tie office af: M M PO Box 7.. Mon Fug ,-Vanna, NC 27526 ® � F6YWONAIO v..rv. .mm6mencm 'QIR9V'L hb VHB Engineering NC, P.C. (C-3705) 6i 9A0 Main Campus Drive, Suite Soo Raleigh, NC 276L6 PERMIT DRAWING SHEET 3 OF 5 I e°' 1 �O DAVIS CHAPEL HISTORIC ASSOCIATION, INC. D9 527 PG 1499 END PROJECT 178P9.RJ00 —L— POC Sta. 22+25.00 o " h CLASS TRIP RAP EST.4 TONS E1 y EST. 10 SY GEOTEXTIL'-- /___675 — 1 7e G.19+51.37 �A �'Ga� �665 � 60 PT DAVIS CHAPEL HISTORIC ASSO TJON.INCse DB 52TPG4499 g9 �e Rq SR �s� �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii *Rounded totals are sum of actual impacts NOTES: B-4819 Revised 2018 Feb SHEET 5 OF 5 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 16+12/16+66 -L EXISTING BENT REMOVAL < 0.01 0.02 26 36 TOTALS*: < 0.01 0.02 26 36 0 Permanent SW Temp. SW Impacts Impacts