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Home My WebLink About20211721 Ver 2_U-4015A Permit Permit Drawings_20221101North Carolina Department of Transportation // 1 5101'nitVHtCi'- Highway Stormwater Program STORMWATER MANAGEMENT PLAN I (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 35013.1.1 TIP No.: UAD15A Coun (ies): Guilford le— 1 of 1 General Project Information WBS Element: 35013.1.1 ITIP Number: U-4015A Project Type: Roadwa Widenin Date: 9/27/2022 NCDOT Contact: Erik Seller, PE Contractor /Designer: Trent Cormier, PE Address: 1202 Birch Ridge Drive Raleigh, NC 27610 Address: 8601 Six Forks Road (Forum 1) Suite 700 Raleigh, NC 27615 Phone: 919 707-6757 Phone: 984 238-7226 Email: eoseileKrLncdat.gov Email' Ammar ar rkk.com City/Tow: Greensboro/Hi h Point Coun ies : Guilford River Basins : Cape Fear CAMA Countp No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 1,057 MI SurroundingLand Use: Industrial, Farmland Proposed Project Existing Site Project Built -Upon Area so. 9.5 so. 12.6 ac. Typical Cross Section Description: Typical cross-section consists of five 12' lanes with a center turn lane along the condor and varinR locations of sidewalks and shoulders. Typical cross-section is currently two to three lanes - 12.5'. Concrete median island - 13'+/-towards the end of the project, Annual Avg Daily Traffic (veh/hr/day): Design/Future: 18,800 Year 2024 Existing: 15,900 Year: 2018 General Project Narrative: (Description of Minimization of Water Quality Impacts) Widen and improve Gallimore Diary Road (SR 1556)from NC 68 to Airpark Drive. This section of road Is currently two to three lanes and will be widened to five lanes. The typical section includes five 12' lanes with a center turn lane along the corridor. The shoulders and sidewalks will vary along the condor. The jurisdictional streams within the study area have biological impairments (benthos) and are listed on the draft 2020 303d list. Design Mitigations for streams include: 1. Steepening of roadway fill slopes within jurisdictional areas. 2. Stormwater was designed to avoid direct discharge intojurisdictlonal features to maximum extent practicable. 3. Stormwater design velocitiesentering jurisdictional features have been mitigated to be non -erosive (less than 2 fps). 4. Open shoulder sections were maximized to promote sheet Flow from the roadway. 5. Diffuse flow provided at outlets that do not have a well defined ouffall. 6. Dissipater pads are provided in buffers at pipe outlets where channel change occurs. Waterbody Information Surface Water Body (1): East Fork Deep River NCDWR Stream Index No.: 17-240.3 NCDWR Surface Water Classification for Water Body Prima Classification: Water Supply IV WS-IV Supplemental Classification: None Other Stream Classification: None Impairments: biological impairment Aquatic T&E Species? No Comments: NRTR Stream ID: JEast Fork Deep River Buffer Rules in Effect: Randleman Lake Project Includes Bridge Spanning Water Body? INO IDeck Drains Discharge Over Buffer? INO Dissi ator Pads Provided in Buffer? lYes Deck Drains Discharge Over Water Body? INIA (If yes, provide justification in the General Project Narrative) I (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) n1 _w•'�� s SO b0 ?yel G1. U L NDTES: / 1. A PORTION OF THIS PROJECT IS WITHIN THE MUF CLEARING ON THIS PROJECT SHALL BE PERFORMEI GRAPIHC SCALES DESIGN DATA �1B3 140 is55 ADT 2018 200=15,900 AOT 204V50 MP H PLANS D=65% s 'TT% DUDL=4% PROFILE HORIZOMAL FUND CLASS - O51®�mo0U o04 B URBAN MINOR ARTERIAL U STATEWIDE TIER STATE OF NORTH CAROLINA - - -4015A i DIVISION OF HIGHWAYS 35013.1.1 ' WA 35013.2.4 WA ROW 35U13.2.5 WA UR GUILFORD COUNTY LOCATION.• SR 1556 (GALLIMORE DAIRY RD.) FROM NC 68 (LYNWOOD SMITH EXPY.) TO AIRPARK RD. IN GREENSBORO TYPE OF WORT, GRADING, PAVING, WIDENING, DRAINAGE, CULVERT, SIGNING, RETAINING WALLS, AND SIGNALS i� WETLAND & STREAM IMPACTS L� PERMIT DRAWINGS I ROAD 3 o PERMIT DRAWING m SHEET 1 OF 10 a GLI V l -YI- 5. CHIMNEY ROCK RD R \ / \v/ SR 1554 GREEN POINTDRIVE FF SITE 2 (DISTURBED BY ADJACENT DEVELOPMENT) AO 8 [PAL BOUNDARIES OF THE CITY OF THE CITY OF HIGH POINT. HOD 1BORO f0 THE LIMBS ESTABLISHED BY METHOD II. vp1 mnRnuurs axcFNEER PROJECT LENGTH �� LENGTH ROADWAY TIP PROJECT U-1015A......._... 1.045 miles rnw xoux awoa•.vn was 5n os�rw.wsrawv ev r nox .w•nnnnsw sr,cuurms SCOTT D. BLEVINS PE LENGTH STRUCTURE TIP PROTECT W015A.......... 0.011 miles �� TOTAL LENGTH OF PROJECT U-4015A................... 1.056 miles RTG., ., WAY MT$ ewoisn cw•v°" ROADIPAY DESIGN 05-21-2021 Z C WILSON, li 1. ENGINSRR LETTING LAISr noun vmuco oc O J3 W6L11E5I1[ O 10 M. yq r.�r� /rPr .8/ �.K� b �� IE�� •e 5; 11 .� R5� PERMIT PAWING I� SHEEi R Of 10 mrweo m F SCALE FOR INSET ® ; ? so zs p so iqo G�� SCAM to � pM1 MfIEENf1A / i JM% PB I. ram nr uc. 1 wn umn muwuun ex r.rcn . toO O O N� .1,,e,,, SITE 1 r, � T t JWAI i /r b � SHEET PSHEET 3 OF 1 G f5® OF 10 ® of wm.wo SCALE FOR INSET ir.ct w.nt so ;s q m loa GLI SCALE to � on a mrabmu , ld �ron�uaw�xma�o. ...cu i� 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 Ise) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (11) Natural Stream Design (ft) -L- 24+03 to 25+45 LT JB w/ MH & 54" RCP-1I I Roadway Fill < 0.01 153 1 -L- 25+30 to 25+89 Culvert Extension & Improvements East Deep Fork River 0.05 < 0.01 49 11 -L- 25+15 to 26+46 Bank Stabilization 0.05 < 0.01 98 11 -L- 26+84 to 26+96 LT Ditch Construction - WC < 0.01 2 -Y2- 10+48 to 11+12 RT 42" RCP -IV - SC / W B < 0.01 < 0.01 < 0.01 10 6 3 -L- 39+93 to 40+08 RT 66"/2 @ 48" RCP -IV - SD < 0.01 < 0.01 36 1 9 TOTALS`: < 0.01 < 0.01 0.11 0.02 346 38 0 *Rounded totals are sum of actual impacts NOTES: Site 1: Wetland WC will be a total take, Site 2: Stream SC and Weiland WB have been obliterated within project limits by recent development on Parcel 14. Totals for Site 2 represent project impacts under conditions present prior to this development. Feb STATE OF NORTH CAROLINA '" ""--'�_ .0 U-4015A 1 DIVISION OF HIGHWAYS �/ asma.la µWA PE 1 35133.1 EA ROW GREENSBORO a50ID.1,3 WA I)R GUILFORD COUNTY 0 ".END PROJECT LOCATION, SR 1556 (GALLIMORE DAIRY RD.) FROM NC 68 (LYNWOOD SMITH EXPY.) TO AIRPARK RD. IN GREENSBORO a„ TYPE OF WORK: GRADING, PAVING, WIDENING, DRAINAGE, Fy HIGH POINT BEGIN PROJECT 7d CULVERT SIGNING, RETAINING WALLS U AND SIGNALS W 6B _ __� '" g PERMIT DRAWING 14 VICINITY MAP (NTS) BUFFER IMPACTS SHEET 1 OF 5 PERMIT DRAWING /om 2 GLI h BEGIN TIP PROJECT U-4015A END TIP PROJECT U-4015A -L- POT STA. 10+25.00 rSITE 3 —L— POT STA. 66+00.00 F-SITE 1 I 4 �Php 5 AO CC �GA41MOSR G ti. RF AIRY ROAD 40 / V I -Y2- -YI- S. CHIMNEY ROCK RD SR 1554 GREEN POINT DRIVE y/Gy pSpD / O 2saa PF O. .C3'pP SITE 2 (DISTURBED BY ADJACENT DEVELOPMENT) NOTES: OO C ' LA PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GREENSBORO a THE CITY OF HIGH POINT. 2, CLEARING DN THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. U GRIPHlC SCALES so j3 0 30 1Q0 DESIGN DATA AGE 2018=15,900 ADT 2040=18,000 V=50 MPH PROJECT LENGTH LENGTH ROADWAY TIP PROJECT U-1015A......_.... 1.045 miles "" ° ' Ri('fCe °`° ` , rrox ureex�or°ru"xr ex e mD uD ms ExcwEcx P® „;era u�w 1rwmu-me SCOT D. BLENNS, PE DHV=10% D=65% LENGTH STRUCTURE TIP PROJECT �015A ........... 0.011 miles mil UPR()f 50 ?3 4 50 loo PROFILE (HORIZONTAL)ILSOHLEI T=6%' TTST=2X DUAL=d% FLING CLASS- URBAN MINOR ARTERIAL STATEWIDE TIER TOTAL LENGTH OF PROJECT U-1015A................... 1.056 miles WGET OF IVAY Q9TS: nx ,w am..�•• ° 0i21-2021 ZAC S LRSA6 023DAT 05-16-2023 BRIAN mETNE R. PE. r ROaDIVAY DE.sTcv sNGmIREx �n ® IIF 11Ri11<r1 O • RgAfES LLC WAl" SITE 1A 4 .ems.& WC riSITE 113 w n,A ~ �`�e\ S /f yl \ • �. `•� 11 y i ®and �� NE-�rv[ ��' -vW" _0 n1fOgSITEIA \"ems/ r/�i< ��_�-«��.._ .s �� -��'+ q ;'�• SITE 1B mo .ems 11111 SCAIE ® w 11,1 ' II' \ �pusoisn � .xwabxo 0 0 �ttl� I "� \4 I 1 1 16 ILff e�. s [ c 'I 1 \ pROfEi(XI NOI' IP I t6 L� p II' p9UR8 EXI4/AG b j� t. �N � i I •��.>� +�WE d �� a �� A yW ^' \ Y I �. & ,' ,... .......... ,.,.,................�.. [ears i R...1 LM yb \ CR A[X1bN [4L..1 O \ :b SHEET ] Of 5 l e 0 54 140 ® uowuu wnn. mxe� pk s® 0 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS Site No. Station (From/To) Structure Size/Type TYPE ALLOWABLE MITIGABLE BUFFER REPLACEMENT ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft) TOTAL (to) ZONE 1 (ft) ZONE 2 (ft2) TOTAL (ft) ZONE 1 (ft2) ZONE 2 (fl2) -L- 20+21 to 24+44 RT Easements / Road Widening X 84 1428 1512 1 A -L- 24+03 to 24+87 LT 3B w/ MH & 54" RCP -III Roadway Fill X 2806 1616 4422 1 B -L- 24+44 to 27+43 Culvert Extension & Improvements East Deep Fork River X 11748 6993 18741 2 -Y2-10+48. to 11+12 RT 42" RCP -IV X 3493 1641 5134 3 -L-39+38 to 40+52 RT 66"/2 @ 48" RCP -IV X 2226 1533 3759 TOTALS*: 17468 10167 27635 2890 3044 6934 0 0 NOTES: Stream SC and Wetland WS have been obliterated within project limits by recent development on Parcel 14. Totals for Site 2 represent theoretical project impacts under conditions present prior to this development. Feb