The URL can be used to link to this page

Home My WebLink About20200233 Ver 1_840015_Permit Drawings_(20190828)_20200212hlighway North Carolina Department of Transportation Stormwater Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.9.R.98 County(ies): Stokes Page 1 of 1 General Project Information WBS Element: ITIP Number: 17BP.9.R.98 Project Type: Other Date: 8/9/2019 NCDOT Contact: Galen Cail Contractor / Desi ner: Reid 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 ies : Stokes River Basins : Roanoke CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): .123 miles Surrounding Land Use: Forest and rural residential Proposed Project Existing Site Project Built -Upon Area ac. 0.6 ac. 0.4 ac. Typical Cross Section Description: 2 @ 12' lanes 2 @ 9' lanes Annual Avg Daily Traffic (veh/hr/day): Design/Future: 580 Year: 2025 Existing: 290 Year: 2013 General Project Narrative: (Description of Minimization of Water Quality Impacts) State Project 17BP.9.R.98 involves the replacement of the existing NCDOT Luten Arch on NC 66 over Vade Mecum Creek. The Luten Arch consists of 1 @ 18'-6" reinforced concrete and is proposed to be replaced with 2 @ 10' x 8' RCBCs. The proposed culvert is located in Zone X of FRIM Map number 3710690600J and was studied by Detailed Study methods. The proposed culvert will maintain or improve the existing level of service for this area. Native bed material shall be placed between the sills in the low flow culvert. Native materials consists of material that is excavated from the stream bed or floodplain at the project site during culvert construction. Rip rap may be used to supplement the native material. If rip rap is used, native material should be placed on top to facilitate animal passage. The top surface of the natural stream bed material shall be placed and leveled to a flat surface to allow for animal passage. The high flow barrels shall be back filled with native material and/or rip rap. Native material and rip rap are subject to approval by the engineer and may be subject to permit conditions. Waterbody Information Surface Water Body (1): Vade Mecum Creek NCDWR Stream Index No.: 22-11-1 NCDWR Surface Water Classification for Water Body Pr mary Classification: Class B Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? INo I Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) U) Q V L 1 ee �� Oz� 1480 aLl 1481 fan 66 d 66 am aV 1001 1189 1482 2011 Old rchard mod. �p0 O1 Orchard Ra ¢ ar yp 1187 metery e"\ b Stone 1175 st °eY .Ridge $. Bapti t sP $ Chur 202 2021 1175 e6. a pd 1188 2011 oo 1248 1001 17BP.9.R.98 PROJECT .- �a Gap LIMITS 1172 1188 ad 66 SaU(aCOWo oJc a� o� Rd. �7. Closer Walk C N° Church 1171 hd�•e r 2 7 7 '� VICINITY MAP (NOT TO SCALE) • �• • • OFF -SITE DETOUR STATIC OF NORTH CAROLINA DIVISION N OF HIGHWAYS STOKES. COUNTY LOCATION: BRIDGE NO. IS OVER FADE MECUM CREEK ON NC 66 TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT STAIR 9TAT8 PR0.1RCr RRPRR- N0. N.C, 1713P.9.R.98 I RTATB PRQl.N0. P.A.PRQl.N0. De6CRDT10N 17BP.9.R.98 WA PE 17BP.9.R.98 WA RNJ, UTL 17BP.9.R.98 WA CONST BEGIN PROJECT 178P9.R98 4 -L- POT Sta. 11+50.00 '� 1-"� �v END PROJECT 17BP.9.R98 -L- POC Sta. 18+00.00 O C4 '14 Z G TO SPRING R0 � MOORES � -I/A� z BEGIN CULVERT -L- Sta.I4+43.98 j 1 END CULVERT I•. = !/s -L- Sta. I4+64.00 /j *DESIGN EXCEPTION: MIN. HORIZONTAL CURVE RADIUS HORIZONTAL SSD 11 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 (2015) = 260 50 25 0 50 100 ADT (2025)= 580 LENGTH ROADWAY TIP PROJECT = 0.119 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 = MINOR ARTERIAL LENGTH STRUCTURE TIP PROJECT = 0.004 MILES TOTAL LENGTH TIP PROJECT = 0.123 MILES FEBRUARY 20, 2019 REID B. ROBOL, PE HYDRAULICS ENGINEER LETTING DATE: APRIL 8, 2020 PROFILE (HORIZONTAL) HYDRAULIC ENGINEER 10 5 0 10 20 SUB REGIONAL TIER P.E. NCDOT CONTACT: DANIEL DABRIDT DI PROGGRAMRAM MAANANA GE GER PROFILE (VERTICAL) SIGNATURE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: MPSON 5640 Dillard Drive j[a NGINEERS Suite 200 f� Cary, NC 27518 /ASSOCIATES (919) 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: MIN. HORIZONTAL CURVE RADIUS HORIZONTAL SSD I O N PROJECT REFERENCE SHEET NO. 178P.9.R.98 - STOKES 15 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER — orm C+ J/L.M M X///// 0A� �� Tjj• 4,�111!�� SPECIAL CUT DITCH DETAIL 1 lot; SEE ST TONS EOPEXRTAIPLE 75' POE V�IS tm E v 30" STANDARD BASE DITCH RCP -I SEE DETAIL 2 0 SLOPE = 0.106% EST. 30 TONS RIP RAP �P E EST. 60 SY TONS RI RAP / EST. 35 CY DDE L TEMP IMPA., IN SW NATIVE BEND MATERIAL SHALL BE PLACED BETWEEN THE SILLS IN THE LOW FLOW CULVERT. NATIVE MATERIALS CONSIST OF MATERIALL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL. IF RIP RAP IS USED, NATIVE MATERIAL SHOLD BE PLACED ON TOP TO FACILITATE ANIMAL PASSAGE. THE TOP SURFACE OF THE NATURAL STREAM BED MATERIAL SHALL BE PLACED AND LEVELED TO A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE. THE HIGH FLOW BARRELS SHALL BE BACK FILLED WITH NATIVE MATERIAL ANE OR RIP RAP. NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. SITE 2AJ + BEGIN CULVERT -L- Sta. 14+43.98 , �m DETAIL 1 DETAIL 2 DETAIL 3 mN SPECIAL CUT DITCH STANDARD BASE DITCH SPECIAL CUT DITCH p j (Nollo Scalel (Nol to Scalel (Not to Smle) N Dildt Nuturol A', Sla Mg` ?'7 NWucal Naluml Ground 7:7 .L� Ground D Fro•d , at Dnch Naluml A' 51ope Ground E� d D d Met G—d Iy D E\o Geotextile Geoteaile B Min. D= 1.0 FT. Min. D= 1.0 FT. Min. D= 1.0 FT Mex. d= 1.0 FT. -L- STA. 15+50 TO 17+50 RT Hf �w Typa of Liner= CLASS B RIP RAP Max. d= 1.0 FT 'When B is < 6.0' B= 2.0 FT. -L- STA. 13+00 TO 13+44 RT } Q Type of Liner= CLASS I RIP RAP -L- STA. 13+44 RT 0o ITEMP W SITE 2A END PROJECT l78P.9R98 -L- POC Sta. 18+OOA0 50' 0' 100' GRAPHIC SCALE 25' 0' 50, INSET SCALE IMPACTS IN SW ,—TEMP IMPACTS IN SW SITE 213 SITE 2B CLASS I RIP RAP CLASS II RIP RAP ON BANKS ONE EST. 60 TONS RIP RAP SEE DETAIL 4 / / EST. 105 SY GEOTEXTILE EST. 3 TON/Sp,T/ CLASS II RIP RAP EST. 4 SY G O EXTILE EMBE ODTONS RIPED O CCHPANNEL E 8tr 16' 215' E EST. 55 SY GEOTEXTILE F 1 CLASS II RIP RAP -EST. 60 TONS RIP RAP EST. 105 SY GEOTEXTILE CLASS II RIP RAP EMBEDDED INTO CHANNEL EST. 35 TONS RIP RAP EST. 60 SY GEOTEXTILE DETAIL 4 PIPE OUTLET CHANNEL IN-. Smle) d` Length- lo.o Ft. D Na"el aED d= 3.0 Ft. Type of Liner= CLASS TRIP RAP -I- STA. 13+70 IT 0 El — /'L DITCH N-L- J-J :LASS B RIP RAP :ST. 1 TON :ST.5 SY GEOTEXTILE 'D CULVERT —L— PL Sta 13+5839 P1 Sta 15+30.47 P1 Sta 18 29.49 0 = 82' 06' 55"2' (LT) A = 5P 42' 15J' (LT) 0 = 18' 22' 14.7' (RT) D = 53' 32' 500 D = 24 48' 12J' D = 8' 07' 37.4' L = 15335' L = 208.46' L = 226A4' T = 93.20' T = 11193' T = 114A0' R = 107.00' R = 231DO' R = 705.00' MOT, MACDONALD I & E, LLC HB ENGINEERING LICENSE NO, F 0669 LICENSE NO. C-05 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare n 1 e Office Of:l M M PO Box 710 Moii Ruquoy-Yadne,NC 27526 1 MAeoorvAAD ..,w..mommee.eomemerim: �VllbVH940Ma'CampusD1, 50R 07o0$) �/ N Raleigh. NC 27606 PERMIT DRAWING SHEET 2 OF 5 \-L- POT Sto.20+00.00 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER v 9 W E� "DESIGN EXCEPTION: MIN. HORIZONTAL CURVE RADIUS HORIZONTAL SSD IMI TEMP IMPA., IN SW -c- rc J70. /ZTOLIJ:J SPECIAL CUT DITCH SEE DETAIL 1 I/ EST. 15 TONS RIP RAP C EST. 25 SY GEOTEXTILE E\ +25 40' 75' PDE STANDARD BASE DITCH SEE DETAIL 2 SLOPE = 0.106X EST. 30 TONS RIP RAP EST. 60 SY GEOTEXTILE EST. 35 CY DDE +SO 80, SITE 2A 1— PCC Sta. M BEGIN CI —L— Sta. NATIVE BEND MATERIAL SHALL BE PLACED BETWEEN THE SILLS IN THE LOW FLOW CULVERT. NATVE MATERIALS CONSIST OF MATERIALL THAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL. IF RIP RAP IS USED, NATIVE MATERIAL SHOLD BE PLACED ON TOP TO FACILITATE ANIMAL PASSAGE. THE TOP SURFACE OF THE NATURAL STREAM BED MATERIAL SHALL BE PLACED AND LEVELED TO A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE. THE HIGH FLOW BARRELS SHALL BE BACK FILLED WITH NATIVE MATERIAL ANDOR RIP RAP. NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL CUT DITCH STANDARD BASE DITCH SPECIAL CUT DITCH (Not to Scale) (Not to Scalel (NNto Smle) front Natural Natural F—t Natual A'� Ddah Ground 7:7 Ground t Dach Ground ?'7 E\ �a` Slape D 1 Natu-I 1. het Slope d D d Gromd L1 D F\o Geoteaile B Min. D= 1.0 IT. Min. D= 1.0 FT. Geoteztile Min. D= 1.0 FT Mez. d= 1.0 FT. Typo OfLin CLASS B RIP RAP Mez. el 1.0 FT 'When B is < 6.0' B= 2.0 FT. -L- $7A. 15 50 TO 17+50 RT -L- STA. 13+00 TO 13+44 RT Type of Liner= CLASS I RIP RAP -L- STA. 13+44 RT TEMP IN SW 2 B ', C S I RIP RAP I CLASS II RIP RAP ON NKS ONkY;' EST. 60 TONS R SEE DE IL 4 �I T.105 SY GE EST. 3� �Y� C II RIP RA ST.4 SY G O EXTILE EMBE DID IN I EST.3 TONS �EST.S SY GE SITEPOND CLASS II RIP RAP -EST. 60 TONS RIP RAP EST. 105 SY GEOTEXTILE CLASS II RIP RAP EMBEDDED INTO CHANNEL EST. 35 TONS RIP RAP EST. 60 SY GEOTEXTILE DETAIL 4 PIPE OUTLET CHANNEL ��oonnuu (Not. Smle) Length- 10.0 Ft. ` Na"eei RED d= 3.0 Ft. Type of Liner= CLASS I RIP RAP SITE 2A END PROJECT 178P.9R.98 —L— POC Sta. 18+00.00 — rL DITCH :LASS B RIP RAP :ST. 1 TON :ST. 5 SY GEOTEXTILE 'D CULVERT - C+n IdJ-Cd (L 50, 0' 100' 1 GRAPHIC SCALE 25' 0' 50, INSET SCALE IMPACTS IN SW ,—TEMP IMPACTS IN SW 0 RCP —IV SITE 213 P/ Sta /3+58.39 P1 Sta 15+30.47 P1 Sta 18+29.49 L = 82' 06' 552' (LT) L = 5/' 42' 15J' (LT) A = /8' 22' 14.7' (RT) D = 53' 32' 50.8' D = 24' 46' 12J' D = 8' 07' 37.4' L = 153.35' L = 208.46' L = 226A4' T = 9320' T = 111.93' T = 114.00' R = 107A0' R = 231.00' R = 705.00' PROJECT REFERENCE SHEET NO. 17BP.9.R.98 - STOKES 15 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER MOTE MACDONALD I & E, LLC I V B ENNNG LICENSE NO. F 0669 LICENSGI E NEERIO.-705 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED P,epr-7 t e Office of: M M PO Box 700 Moir Fuquoy-Vadna, NC 27526 macDONAIn w.,w.roommaa.aoareroeriaa: �tr . b VHB Engineering NC, P.C. (C-3705) ®4Y ICI sao Mamcarop�s 276suite soo Raleigh. NC 27606 PERMIT DRAWING SHEET 3 OF 5 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER WETLAND AND SURACE WATER IMPACTS SUMMARY VVETLAND 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 14+42/14+58 -L- 2 @ 10' x 8' RCBC 0.01 57 1 14+43/14+60 -L- 2 @ 10' x 8' RCBC < 0.01 23 1 14+43/14+56 -L- Bank Stabilization 0.01 51 2A 13+31/13+45 -L- RT 30" RCP -IV < 0.01 < 0.01 42 13 2B 13+69/13+80 -L- LT Bank Stabilization < 0.01 11 2B 13+61/14+20 -L- LT 30" RCP -IV < 0.01 < 0.01 18 27 TOTALS": 0.03 < 0.01 179 63 0 *Rounded totals are sum of actual impacts NOTES: Culvert length is 56.7' Perm. SW Impacts (sq. ft) Temp. SW Impacts (sq. ft) Site 1 1008 217 Site 2A 115 25 Site 2B 59 54 TOTAL 1182 296 2018 Feb