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Home My WebLink About20190591 Ver 1_B5980 Stream and Wetland Permit Drawings_20190222 (2)_20190507k Ilh�t'EIVi North Carolina Department of Transportation k �li)1'l Highway Stormwater Program STORMWATER MANAGEMENT PLAN^^ (Version 2.08; RelePApril rl FOR NCDOT PROJECTS WBS Element: 47617.1.1 TIP No.: B-5980 County(ies): Nash Page 1 of 1 General Project Information WBS Element: 47617.1.1 TIP Number: B-5980 Project Type: Other Date: 2/22/2019 NCDOT Contact: Jake Green, PE, PLS Contractor / Desi ner: Dennis Hoyle, PE, PLS / AECOM Address: 509 Ward Blvd. PO Box 3165 Wilson, NC 27895 Address: 701 Coroporate Center Dr. Suite 475 Raleigh, NC 27607 Phone: 252-640-6420 Phone: 919-854-7748 Email: 'c reen ncdot. oy Email: Dennis. Ho le aecom.com City/Town: Rocky Mount, NC Count kes : Nash River Basin(s): Tar -Pamlico ICAMA County? I No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.69 Surrounding Land Use: lCommercial, residential, and agricultural mix Proposed Project Existing Site Project Built -Upon Area ac. 9.4 ac. 8.1 ac. Typical Cross Section Description: Two lane roadway with 12' lanes and paved shoulders. Diamond interchange of 1-95 and NC 4 utilizing two round -a -bouts. Two lane roadway with 12' lanes and grassed shoulders. Existing trumpet interchange of 1-95 and NC 4. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 39,700 Year: 2040 Existing: 27,500 Year: 2017 General Project Narrative: (Description of Minimization of Water Quality Impacts) The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 630203 over I-95 and make improvements to the 1-95 and NC 4 interchange (exit 145). The project is located north of Rocky Mount in Nash County (see Figure 1). The proposed action is listed in the NCDOT 2018-2027 State Transportation Improvement Program (STIP) as project number B-5980, and is included in the Upper Coastal Plain Rural Planning Organization's (RPO) Draft STI P5 Project list. The project is described as "interchange improvement to remove tight radius ramp to accommodate trucks due to CCX [intermodal terminal] project." The design will replace the existing trumpet interchange at 1-95 and NC 4 with a new diamond interchange. No improvements will be made to 1-95. Existing drainage patterns are maintained utilizing grassed channels wherever possible throughout project. Only one site of jurisdictional stream and buffer impact due to a proposed rip rap outlet pad. Only one site of wetland impacts due to pavement removal. Waterbody Information Surface Water Body 1 : UT to Giles Branch NCDWR Stream Index No.: 28-78-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SB Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body? No 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) 0 in 0 V z LLJ 6�w ;.2 77 v)�z Lu w �-3 ��4z See Sheet t-A For Index of Sheets Saa Stzaat 1 R For ('onvantPnnnl Svmhnk STATE OF NORTH CAI[$®I INA BTATB BTATR PROIR(,"I' RBFRRBNCR NO. BI<88T NO. TOTAL 81t6BT8 Napo B-5980 TR PRa.No .— RRB�RN 47617.1.1 NHP-1552 005 PE 47617.2.1 NHP-1552 005 ROWAJTILITIES 47617.3.1 NHP-1552 005 CONSTRUCTION GRAPHIC SCALES el DESIGN DATA 11 PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER NC FIRM LICENSE No:F-0342 Su 701 Corporate Center Drive, Suite 475 50 25 0 50 100 ADT 2017 = 27,500 ADT 2040 = 39,700 AEC0M Raleigh, NC 27607 (919) 854-6200 - (919) 854-6259(FAX) F Boom K = 6 % 2078 STANDARD SPEClFlCATTONS ®�® PLANS D = 55 % LENGTH ROADWAY TIP PROJECT B-5980 = 0.690 MILES LAURA C. FISHER P.E. P.E. SIGNATURE: 50 25 0 50 100 RIGHT OF WAY DATE: PROJECT ENGINEER T = 17 % ROADWAY DESIGN �1 V = 75 MPH * (TTST 15% + DUAL 2%) TOTAL LENGTH OF TIP PROJECT B-5980 = 0.690 MILES JANUARY 2019 P.E. KIMBEROJE ENGINEER � �' ® PROFILE (HORIZONTAL) TDEIGNVEUNGINEEEMRI, 10 5 0 10 20 FUNC CLASS = INTERSTATE STATEWIDE TIER LETTING DATE: SEPTEMBER 2019 RUSSELL BROADWELL, P.E. P,E. B�a� PROFILE (VERTICAL) PROJECT DESIGN ENGINEER SIGNATURE: CON [ CONC /-- INV=IM72' \ EXISTING BRIDGE \\ TO BE REMOV Eg —� 2— LuLu N _ LU T B +00 1� M Q WOODS Raw ON M x Bx x— J TB w -TB Sf Z Sf s _ ff: I�SS I RIP RAP V si-ESTGEOTEXTILE ~ TIE TO EXIST CIA FEN —RPC STA. / - Z9 SPECIAL LATERA - C _z SE ° 1 —x� F V=128.33\&/ ,A W C MERA* 0,20INR/RW M lu o� y" PROPOSED 220' C/A FENct i LSITE 1 S IT E 2--1 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES HAND SITE CLEARING -S - E00 St( PROJECT REFERENCE NO. SHEET NO. B-5980 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER MPL]E 7USE FOR FE PLANS A W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 04 OF 05 RFC— ----------- _ T-- 18" RCP — LT N� — r — T c P REMOVE -"INV=129.78' n lip, SEAT=15 — — — F X CIA DITCH \ 41NRRWWMON SE X � w w C �f \ \� TIE, - O EXIST CIA FE ACA \ \ —RPC = STA. 12 f55-/2 P\\ \ a � \ 13 NV=130.16 20 40 80 2 � ` `� LE II_\ WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS 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 L2 39+57 to 39+76 RT 30" WSP < 0.01 < 0.01 23 10 2 Y2 22+32 to 22+79 RT Pavement Removal < 0.01 TOTALS: < 0.01 < 0.01 < 0.01 23 10 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb