20210554 Ver 1_B-5717 Permit Drawings_20220128

(Version 2.08; Released April 2018)45673.1.2TIP No.:B-5717County(ies):GuilfordPage 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Year:Aquatic T&E Species?NoComments:YesNoNoWetlands within Project Limits?Nutrient Sensitive Waters (NSW)Supplemental Classification: Wooded / Low Density CommericalSouth Buffalo Creek16-11_14-23.30.32Project DescriptionProposed ProjectCape FearRiver Basin(s): City/Town:3.9Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail] NC 27610Address:10/21/2021GuilfordGreensboroKristy Alford, PE1000 Birch Ridge DrWBS Element:Bridge ReplacementWBS Element:AECOM / Matt Kemp, PENCDOT Contact:919-707-6531Raleigh NC 27607Suite 200Contractor / Designer:919-854-62115438 Wade Park BoulevardNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Century CenterAddress:General Project InformationB-571745673.1.2Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Existing parallel bridges 0121 / 0109 consist of 5 spans of 40 ft, for total bridge lengths of 200 ft over South Buffalo Creek. Both bridges consist of reinforced concrete cap and column on spread footings, end bents consist of reinforced concrete cap and piles. Bridge 0120 (WB) deck is a reinforced concrete deck with concrete I beams. Bridge 0109 is a reinforced concrete deck with steel I beams. The replacement bridges are 3 span bridges (1@55, 1@100, and 1@60) with 54" prestressed concrete girders and 4 ft end bent caps. The proposed bridges will not contain deck drains. Roadway drainage on the east and west side of the bridge are collected by catch basins along concrete medians and shoulders, outletting at the bottom of the roadway fill slope. Velocities are disspated by rip rap aprons. Temporary causeways will be utilized to provide the contractor with working area for demolition of existing bridges. Existing bridge columns will be cut down 1 ft below the current ground elevation. No more than 1 temporary rock causeway will be in place at any given time and will cover no more than half the stream width.In an effort to reduce wetland impacts, roadway fill slopes in regions near wetlands will be contructed at a 1.5:1 fill slope, reinforced with rock plating. Permanent impacts to the wetlands mostly occur on the northern westbound fill slope, west of the proposed bridgesJordan LakeBuffer Rules in Effect:South Buffalo Creekfecal coliform181844 lane 12' wide lanes divided arterial with median ditches, curb and gutter, and storm sewer systems and sidewalks.Waterbody Information2020NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water Bodyac.4 lane 12' wide lanes divded arterial with median ditches and storm sewer systems. West of South Buffalo Creek contains curb and gutter, east contains paved [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(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)
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See Sheet 1 A For Index of Sheets See Sheet 1 B For Conventional Symbols
THERE IS NO CONTROL OF ACCE S ON THIS PROJECT.
CLEARING ON THE PROJECT SHA L BE TO THE LIMITS
NOT TO SCALE
§TA TlE OlF NOR TH CAROlLIN A
DIVISION OlF HIGHWAY§
GUILFORD COUNTY
LOCATION: BRIDGES 109 AND 121 ON SR 4240 (E. GATE CITY BLVD)
OVER SOUTH BUFFALO CREEK
TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURES
STATE STATE PROJECT REFERENCE NO.
N,C, B-5717
45673.1.2
WETLAND AND SURFACE WATER IMPACTS PERMIT
OCTOBER 2021
SHEET TOTAL NO. SHEETS
1
PE
SITE PERMIT DRAWING SHEET 01 OF 17
SITE 2
SITE SITE
4
SITE
SITE 7
+-
5
END CONSTRUCTION -YI-STA/3+00[)()
ESTABLISHED USING METHOD II. 11 T _______________________ _L_� _____ L _________________________ �INCOMPLETE PLANS
"' "' "' i�
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GREENSBORO.
I� GRAPHIC SCALES J� ::: C""'III 50 25 0 �:� � 11111 �Z:� 0 PROFILE (HORIZONTAL)
>-<ho::
l/l<f>W 10 5 0 10 ::� � 11111 DESIGN DATA ADT 2020 18,184
ADT 2040 20,100
K 11 %
D 65 %
T 5% % •
V 50 MPH
*TTST = 1% DUAL 4%
FUNC CLASS =
PRINCIPAL ARTERIAL
REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5717= 0.283 MI LENGTH STRUCTURE TIP PROJECT B-5717 = 0.041 MI TOTAL LENGTH TIP PROJECT B-5717 = 0.324 MI Prepared In the Otnce of :
NC FIRM LICENSE No: F-0342 AS'COM 701 Corporate Center Drive, Suite 475 Raleigh, NC 27607 [phone] -[phone](F AX)
2018 STANDARD SPECIFICATIONS
NEIL J. DEAN, P.E.
RIGHT OF WAY DATE: PROJECT ENGINEER
MAY 26, 2021 TIMOTHY KLOTZ, P.E.
PROJECT DESIGN ENGINEER
LETTING DATE: DAVID STUTTS, P.E MARCH 15,2022 NCDOT PROJECT ENGINEER
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN ENGINEER
P.E.
DO NOT USE FOR R/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED
1:;Z(!: PROFILE (VERTICAL) "'"'"'�=:::::::____::::==========:::----=:::=========::::___'========================:::::____"==================:::::____":::::=:==============:'____'::::==========:::� SIGNATURE:
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1** 12+77 - 12+88 -L-RT Utility Reloc.*** < 0.01 < 0.01 2 13+62 - 19+94 -L-LT Roadway Fill 0.02 0.07 3** 19+40 - 19+80 -L- RT Roadway Fill / Util Reloc. < 0.01 0.01 0.04 4** 20+56 - 20+75 -L- LT Bridge < 0.01 5** 20+88 - 21+05 -L- LT Bridge < 0.01 6 20+67 - 21+81 -L- R/L Temp. Causeways 0.07 145 7 22+13 - 22+73 -L- LT Bridge 0.02 TOTALS*:0.03 0.01 0.13 0.07 0 145 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 17OF 17** Isolated Wetlands*** Guy wire removalRoadway Fill includes Dissipator Pad quantities where applicable WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSGuilford CountyB-571745673.1.2NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS10/20/2021