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Home My WebLink About20191425 Ver 1_BR-0009 Permit Drawings_20191017HighwaNorth Carolina Department of Transportation Stor Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 67009.1.1 TIP No.: BR-0009 County(ies): Buncombe Page 1 of 1 General Project Information WBS Element: 67009.1.1 ITIP Number: BR-0009 Project Type: Bridge Replacement Date: 7/11/2019 NCDOT Contact: Mike Calloway Contractor / Designer: TGS Engineers (Rusty Lassiter) Address: 20 Old 74 Asheville, NC 28803 Address: 706 Hillsborough Street Suite 200 Raleigh, NC 27603 Phone: 828-298-2741 Phone: 919-773-8887 ext. 121 Email: mkcalloway(a)ncdot.gov Email: rlassiter(c)tgsengineers.com City/Town: Black Mountain, NC County(ies): Buncombe River Basin(s): Broad I CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 623 ft. I Surrounding Land Use: Mountainous; Rural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.5 ac. 0.3 ac. Typical Cross Section Description: Two 11' paved travel lanes with 6' grass shoulders (9' with guardrail). On site detour will have single 11' paved travel lane with 2' grass shoulders (4' with guardrail). Two 9' paved travel lanes with 4' grass shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1420 Year: 2025 Existing: 710 Year: 2013 General Project Narrative: (Description of Minimization of Water Quality Impacts) Replacement of Bridge No. 100079 on HWY NC 9 over Broad River in Buncombe County, NC. The proposed 65' long by 33'-6" wide single span bridge would replace the existing 43' long by 26' wide single span bridge. The proposed grade will be +/- 2.0' above existing ground within the vicinity of the bridge and graded until it matches the existing ground +/- 100' from the centerline in both directions @ STA. 12+94.7 -L-. On site detour to be constructed upstream of existing crossing with proposed 68' long by 15' wide single span temporary bridge. Waterbody Information Surface Water Body (1): Broad River NCDWR Stream Index No.: 9-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters Jr) Other Stream Classification: 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) 0 • Z6 6 P4 V W 0 00 `ii See Sheet 1A For Index of Sheets See Sleet 1B For Convenllonol Plan Sheet Symbols See Sheet IC-1 For Survey Control Sheet fto ft 'q%Y f'A�,N� I VICINITY MAP OFFSITE DETOUR S T A T IE OF NORTH CAROLI N A "A"•C BR-0009 IINMMLI N. a iD, . DIVISION OF HIGHWAYS am" 1M M fAPMM ..WM7NN 67009.1.1 WA P.E. + B UNCOMBE COUNTY LOCATION: BRIDGE NO.100079 OVER. BROAD RIVER ON NC 9 PERMIT DRAWING SHEET 1 OF 5 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT BR-000 -L- STA. 10 + 00.00 V GRAPHIC SCALES DESIGN DATA 50 25 0 50 100 ADT 2019 = 620 ADT 2039 = 1100 K = 12 % D 60 % PLANS y 0 25 0 50 100 = T 5 % V = 30 MPH (HORIZONTAL) (TTST 1% + DUAL 4%) OPROFILE 10 5 0 10 20 FUNC CLASS = COLLECTOR REGIONAL TIER PROFILE IVFRTICALI RM BEGIN BRIDGE -DET- STA. 12 + 89.83 END SBG RT. BEGIN BRIDGE -L- STA. 12 + 62.20 -tID TIP PROJECT BR-0009 -L� STA. 16 + 23.00 TOE PROTECTION SEE DETAIL REMOVE / �CAVATION LIMBS 9 EL , RIP RAP i SE�DE.a pRALV oI�H, \�... 41 END BRIDGEI �..•-� �.../ -L- STA. 13 + 2 7.2 0 END BRIDGE - -DET- STA. 13+57.83 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. PROJECT LENGTH LENGTH ROADWAY TIP PROJECT BR-0009 = 0.106 mile LENGTH STRUCTURES TIP PROJECT B-4605 = 0.012 mile TOTAL LENGTH TIP PROJECT B-4605 = 0.118 mile Avg Fora DIVISION OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 TGS TGS ENGINEERS PH (919) 773-8887 SUITE 200 706 HI SST CORP. LICENSE NO.: SUITE C-0275 RALEIGH, NC 27603 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: RANDY HENEGAR, P.E. JANUARY 21, 2019 PROJECT ENGINEER CHRISTOPHER MEDLIL4 P.I LETTING DATE. NCDOT DIVISION 13 CONTACT JANUARY 21, 2020 B4AcK HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BRIDGE #100079 DETAIL B TOE PROTECTION �:/ INo1 �o Scal♦Iol F%/ oPe A9 d Geofextile d=1.5 Ff. Type of Liner= CUSS 'B' Ripa,p FRnM CTA 17+AA Tn CTA 19+AI nF - RT >M STA.13+48 TO STA.13+65-DET- RT. DETAIL C TOE PROTECTION (Ne11e Scolel �N NATUML SLOPE GROUND d=1.5 Ft. GEOTExrRE Type of Liner= CLASS T' Rip-RRp FRnM CTA 1�—n Tn CTA IT \ ,F a p i i i i jel 3 tee!' •` /•• �s .. � �_ F Mj F i moo // •j.^+ A CID !P 'o' .09a Vale vows 100, 0' 100, HORIZONTAL SCALE -L- STA. 10 + 00.00 BEGIN TIP PROJECT BR-0009 DENOTES TEMPORARY IMPACTS IN SURFACE WATER SPECIAL LATiGYTERAL C' DITCH ( Nol to Scalel roan D Slope Min. D= 1.5 FT. STA. 15+15 TO 15+75 RT.-L- *.Bill Jr. Iw' FW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ° / TGS TGS ENGINEERS 706 HILLSBOR S 0 SUITE 20 RALEIGH, H, N NC 27603 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 PERMIT DRAWING SHEET 2 OF 5 N)q BUNCOMBE COUNTY BRIDGE #100079 SHEET NO. w Z O ---------------- PROJECT REFERENCE NO. BR_=_0_00_9__ W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DETAIL B DETAIL C TOE PROTECTION TOE PROTECTION (Notto Scale) F\oleo (Net to Scolel F//pee FILL NA" SLOPE d G—M d DOCUMENT NOT CONSIDERED FINAL Geotextile GEOTEXnLE d=ts H. d=1s H. UNLESS ALL SIGNATURES COMPLETED TT (G�S� TGS ENGINEERS Type of Lm— CUSS 'B' Ripa,p Type of Liner= CUSS T' RiVRap ENGINEERS 706 HILLSBOROUGH ST. SUITE 200 FROM STA.12+68 TO STA.12+88-DET- RT. FROM STA.12+50 TO STAh' y, 0 RALEIGH, NC 27603 S�D�7- �i. PH 919 773-8887 FROM STA.13+48 TO STA. 13+65-DET- RT. %!� S/ / /t ( ) '�/ll�l III11 I l�fl CORP. LICENSE NO.: C-0275 PERMIT DRAWING SHEET 3 OF 5 /�� iii/i==� j%iii i/%% i �� i `—'� � j�i ==�—%ie✓i i�%%/ ��%/j ��///��//// /�/!a %%%///��/ / �/��j// / -�— � � �� — i—i //ii �=�✓i/%/%—.,— /i /iii0ii '•%ii i/i i'��..=�iiii ��__ %'%iii`///i/�� / ////// //G i //�� / -/ �- -- —= �--��—��_—_— ii/%%�//� G��_ �� ice— ��//////%ij i i��/✓ji// —, � _—_— �— i//%�i�, j/�%/i/ � / i i� �� — iii��—_—=��_� —__�% i//�/iii/i/i = ��iiil �— �i%/�///�/ /ii///G O✓ _'�_ —�J�E. - i 1 _�� i�-�� __ __ ii �/� i/iG'/i% �_— �i� � � /i�////%/=� j// /�%/�_�— — •f �� F � � J/T / l sue/ \ \ h�`� l �i r 15 5 _I ��-_ _.:� ✓ � i�� % �/i/%✓� iii i� // "/— "F� - �; \ \\ s� - C,� / .,G mmy�O. /+\ \n \ I — Ez _�—=—� �_ =iii/�%i i� � ----/F / —_—___'— � %i / 1 / � /' s� ✓�/ �/� / � +Z\+ q. a DEBOR'AHL 7-X( I]IIII�IIII �" i — I THY i4SiHIFF 7" _ � /�� /��:v //�//��ll j/i ��p�� / i -�iP 'V / 111 11 III ��• / 11 Illl /��15'�� /iii%= ='- _--- ��—�� / wvo _— //KENNETH ATT dr. l=DETAIL A - -L- STA. 10 + 00.00 SPECIAL LATERAL AL'V'DITCH I �I llt ri � lll11`\11�1� 11 1 / / ( / _---- \N I I - \\ BEGIN TIP PROJECT BR-0009 1Fill !x F — —� G... Slope /D \ TO 0 / 0 001 DENOTES TEMPORARY Min.1.5 FT. L STA. 15+15 TO 15+75 RT.-L- — IMPACTS IN SURFACE WATER HORIZONTAL SCALE �\ D 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) N/A 12+89-13+58 DET Detour Bridge < 0.01 60 12+63- 12+83-L- Bridge < 0.01 50 TOTALS*: 0.01 0 110 0 *Rounded totals are sum of actual impacts NOTES: No wetland impacts at site. Revised 2018 Feb