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Home My WebLink About20151065 Ver 2_2022-00680 No Permit Required Tearsheet (1)_20220830U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2022-00680 Requestor: Address: County: Guilford U.S.G.S. Quad: NC -Guilford NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED NCDOT Attn: Jerry Parker 1584 Yanceyville Street Greensboro, NC 27415-4996 Size (acres) -40 Nearest Town Greensboro Nearest Waterway Brush Creek River Basin Cape Fear USGS HUC 03030002 Coordinates 36.1203, -79.9531 Location description: The project area is located along both sides of Interstate Highway 73, between NC Highway 68 and Ted Johnson Parkway, at the Piedmont Triad International Airport (PTIA), in Greensboro, Guilford County, North Carolina. Description of Activity: The North Carolina Department of Transportation (NCDOT) proposes to construct project HE-0005, which includes two new roadway sections, north and south of Interstate 73 (I73) between SR 2133 (Pleasant Ridge Road) and SR 4156 (North Regional Road). The proposed project also includes a roadw y bridge over I-73. The purpose of this project is to facilitate access to the Boom Supersonic manufacturing facility at PTIA. Your work as proposed does not require Department of the Army authorization for the following reason(s): ►1 The project cut/fill limits is composed of high ground. Therefore, your proposed activity will not occur in any aquatic resources. ❑ The proposed activity will occur in non jurisdictional waters and/or wetlands. ❑ The proposed activity is not regulated and/or does not include regulated discharges of dredged or fill material. A jurisdictional determination was not completed with this request. This letter does not address nor include any consideration for jurisdiction on aquatic resources and shall not be interpreted as such. This is not an appealable action. However, you may request an approved JD, which is an appealable action, by contacting the Corps for further instruction. ❑ The proposed activity is exempt from Department of the Army regulations. A jurisdictional determination was not completed with this request. This letter does not address nor include any consideration for jurisdiction on aquatic resources and shall not be interpreted as such. This is not an appealable action. However, you may request an approved JD, which is an appealable action, by contacting the Corps for further instruction. Remarks: The project cut/fill limits as referenced above includes those areas as shown on the attached project plans entitled "Wetland and Surface Water Impacts Permit", Permit Drawing Sheet Nos. 1 through 6. Note especially that Permit Drawing Sheets 2 and 3 show proposed fill (rip rap) immediately to the north of Stream SB, and Permit Drawing Sheets 4 and 5 shows a bridge that would completely span Stream SD with abutments that occur just south of Wetland WO. Note that no discharges of dredged or fill material are authorized in waters of the US for any portion of HE-0005 or the Boom Supersonic project at PTIA. This Department of the Army determination does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. For any activity within the twenty coastal counties, before beginning work, you must contact the N.C. Division of Coastal Management to discuss any required State authorization. Any changes in the above -described work must be coordinated with the Corps of Engineers prior to commencement. If there are any questions regarding this notification or the Corps of Engineers regulatory program, please contact David E. Bailey at (919) 817-2436 or David.E.Bailey2nn,usace.army.mil. Corps Regulatory Official: Date: 2022.08.16 16:18:30 04'00' Date: 08/16/2022 Copies furnished by e-mail: Ryan Conchilla, NCDWR Nancy Oberle, Three Oaks Engineering The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at https://regulatory.ops.usace.army.mil/customer-service-survey/ 09/08/99 Igs\Boom_hyd_permit_wet_tsh.dgn PROJECT: HE-0005 See Sheet 1A For Index of Sheets See Sheet 1 B For Conventional Plan Sheet Symbols L PiedrnQD1 Triad Inte Inationa I Argent BEGIN PROJEC GREENSBORO ; CITY LIMITS VICINITY MAP BEGIN TIP PROJECT HE-0005 -LRT- STA. 11 + 85.00 -------- ATE OF NORTH CAROLINA DIVISION OF HIGHWAYS GUILFORD COUNTY -LRT- SR 1695 REGIONAL RD. A PORTION OF THIS PROJECT IS WITHIN THE GREENSBORO MUNICIP ''>.:OUNDARIES \\ CLEARING ON THIS PROJECT WILL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD -LRT- STA. 33+76.97 LOCATION: ACCESS IMPROVEMENTS FOR BOOM FACILITY ALONG INTERSTATE 73 ON THE NORTH SIDE OF PIEDMONT TRIAD INTERNATIONAL AIRPORT TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES, SIGNING, CULVERTS, AND RETAINING WALLS WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE —LRT— STA. 35 + BEGIN BRIDGE THIS IS A PARTIAL CONTROLLED -ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS 3 END TIP PROJECT HE-0005 -LRT- STA. 86 + 41.93 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. HE-0005 1 STATE PROLNO. F.A.PROLNO. DESCRIPTION 50338.1.1 PE 50338.2.1 PM 50338.2.2 UTIL 50338.3.1 CONST PERMIT DRAWING SHEET 1 OF 6IP I PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED J GRAPHIC SCALES 5iii511° 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 11I11 \� PROFILE (VERTICAL) DESIGN DATA ADT 2022 ADT 2042 K D T V = X X = X % = X % X % * 40 MPH * TTST =X DUAL X FUNC CLASS = MINOR COLLECTOR REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT HE-0005 = 1.385 MILES LENGTH STRUCTURES TIP PROJECT HE-0005 = 0.027 MILES TOTAL LENGTH OF TIP PROJECT HE-0005 = 1.412 MILES PROJECT LENGTHS BASED ON —LRT— ALIGNMENT. MOTT M MACDONALD Prepared in the Office of: 7621 Purfoy Rd., Suite 115 Fuyuay-Vorina, NC 27526 (919)552-2253 (929)552-2254 (Fax) License No. F-0669 www.mofmoc.conVamericns 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: XX XX, XXXX LETTING DATE: XX XX, XXXX DAVID C. WALLER, PE PROJECT ENGINEER JEFFREY R. COOKE, PE PROJECT DESIGN ENGINEER BRIAN KETNER NCDOT CONTACT - DIVISION 7 HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. SIGNATURE: -D m 0 NO WETLAND AND SURFACE WATER IMPACTS -DRI- POT Sto. 10+00.00 lEGIN CONSTRUCTION POT Sta. 10+25.00 -DRI- PC Sta. 11+5/.36 PIEDMONT TRIAD AIRPORT AUTHORITY DB 8067 PG 717 SPEC. LATERAL 'V' DITCH SEE DITCH DETAIL B / PIEDMONT TRIAD_/6: AIRPORT AUTHORIY DB 7857 PG 945Py/ch O/Nr PT Sto. 11+93.76 / / L " DITC 2GI y FOE _ _ _ - - Eo- �2GI)A)- oNONT t Po EARTH BERM, SEE - - - - DITCH DETAIL PO 15" RCP -III " RCP -IV ISBW XISTING R/ /( ROCK PLATTING - DRI- POT Sta. 12+17.98 - LRT- POC Sta.17+77.451 CLASS 'B' RIP RAP EST. 3 TONS 10 SY GEOTEXTILE LATERAL 2' BASE DITCH SEE DITCH DETAIL A /01 1%/ I JURISDICTIONAL BEGIN �m STREAM RETAIN <t.' TIME SOUTHEAST LLC WARNER CABLE DB 7403 PC 2638 PB 133 PC 34 RETAIN PIEDMONT TRIAD AIDBRPORT AUTHORITY 7857 PG 945 CUSS 'B' RIP RAP EST. B TONS EST. 21 SY GEOTEXTILE EST.CLASS TO'B' NS RIP RAP B EST. 21 SY GEOTEXTILE RETAIN 1b1 oo OIECTION WiPSRM 48. EXPRESSWAY C&G �� .. __ RETAIN 23+00 RETAIN 15" C 4' REMOVE EXX CB 15" RCP -IV LRT- PCC Sto. 15+04.1 24+00 ENDWALL CHANNEL IMPROVEMENT SEE DETAIL N BEGIN JURISDICTIONAL STREAM CABLE RETAI= NE +1� 7._P.,R,0,.T.ECTION-WP-SRM-__ SEECH DETAIL L -LRT- PCC Sta. 23+38.08 -LRT- PC Sto.13+49.12 RETAIN -LRT- PT Sta. 24+93.07 PIEDMONT TRIAD AIDBRPORT5042 AUTHORITYPC1643 27+00 STANDARD 2' BASE DITCH W/CL B RIP RAP SEE DITCH DETAIL K SITE 1 - SEE ENLARGED AREA SHEET 4A BEGIN PROJECT HE-0005 -LRT- PC Sta. 11 + 85.00 GRAPHIC SCALE PLAN VIEW TOE PROTECTION W/CL B RIP RAP SEE DITCH DETAIL M TIE TO EXISTING SWALE CLASS 'B' RIP RAP EST. 2 TONS 7 SY GEOTEXTILE LATERAL 2' BASE DITCH SEE DITCH DETAIL C PI Sto 14+26.68 PI Sto 22+63.23 A = 5' 55' 12.4" (RT) A = /27' 25' 18.4" (RT) D = 3' 49' 11.0" D = /5' /6' 43.9° L = /54.99' L = 833.97' T = 77.56' T = 759.12' R = 1,500.00' R = 375.00' -LRT- PI Sto 29+34.32 A = /3° //' 54.5" (RT) D = 3° 58' 43.9" L = 331.7/' T = 166.59' R = 1,440.00' Pls Sto /5+72.67 es = P31'21.9" Ls = 250.09' LT = 166.73' ST = 83.37' PI Sto 33+50.69 A = 19' 47' 41.7" (LT) D = 3° 58' 43.9" L = 497.50' T = 25/25' R = 1,440.00' PI Sta 11+73.93 A = 48' 35' 02.0" (RT) D = 114° 35' 29.6" L = 42.40' T = 22.57' R = 50.00' PROJECT REFERENCE NO. HE-0005 RAN SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION MOTT MAC SF 40. & 9' LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 76 1 Purfoy Rd, Suite 115 Fuquay-Vann,, NC 27526 MACo0NALD ww.v.monmac.. ,*n.,, , PERMIT DRAWING SHEET 2 OF 6 PROPZ-6" C&G -LRT- PRC Sta. 30+99.44 P/ Sto 24+15.65 A = 5'55'12.4"(RT) L = 154.' D T=77.5699' R=1,500.00' FOR -LRT- PROFILE SEE SHEET 11 FOR DITCH DETAILS, SEE SHEETS ? THRU ? PROJECT REFERENCE NO. SHEET NO. HE-0005 4A 03 oL LLI LLI Q J o?CO64 CO CO ■ NO WETLAND AND SURFACE WATER IMPACTS \ \ \\ — _----TFo-- \2G1(A) ROCK PLATTING STA. 22+00 — 23+00 LT. iii�a� v,'!2?6.:®®i!i.!:t:a:®C�®:aiis��i'i�"-!i'i'�� s.a a ENLARGED PLAN SITE 1 ENDWALL CHANNEL IMPROVEMENT SEE DETAIL N BEGIN JURISDICTIONAL STREAM RAY SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPILIET]E PLANS DO NOT USE FOR R®W ACQUISITION MOTT MACDONALD & E, LLC LICENSE NO. F-0669 MOTT MACDONALD 8 E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 76 1 Furfoy Rd, Su. 115 Fuquay-Norma, NC ]75]6 MACDDNALD weeve.monmoc.convbmericas PERMIT DRAWING SHEET 3 OF 6 40' 0' 40' 80' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ GRAPHIC SCALE PROJECT REFERENCE NO. et_psh_05.dgn 410, SPEC. LATERAL 4' BASE DITCH W,PSRM SEE DITCH DETAIL H SPEC. LATERAL 4' BASE DITCH SEE DITCH DETAIL J T's tt`�i•PR&� .. GUARDRAI PROP.2'-6" "1 C&G RIPRAP -LLT - PROP.2'-6" - C&G _- PIII INV=903.9' ------------------ N DI - -i Fo- BST N co A Z CREST -LLT- STA. 34+78.78 ELEV. 931.42 PIEDMONT TRIAD AIRPORT AUTHORITY DB 8304 PG 2780 - SPEC. LATERAL 2' BASE DITCH 3.36 7.70 SEE DITCH DETAIL F -LLT - PRC Sta. 33+ 9°38 E E X x x_X X X X _ --_-_ - CLASS 'RIP-RAP-1 PIKE �Ai F r \ -ES175 TONS F CLASS 'B' RIP RAP EST.14 BY GEOTEXTILE EST. 2 TONS =909.35' EST. 7 SY GEOTEXTILE PROP. RETAINING WALL - 11 V903 7Y - - - p _ _ Ste- RETAIN- X. II aE6mN-T ECwNST-RAT-IL7L� - x T 2DfOR/Eo= L o FLY II _ IL ---POE . -R - 5+4_0� JRETAIN 19+00_ _T PP=908.W - 11 INV=903.38' ' OIINV 902.99 RETAIN /=3 SBL JOSEPH Al BRYAN BLVD qD%BST- 71-2 SCRUB 24 7Y SITE 2 - SEE ENLARGED AREA SHEET 5A INV=895,83 PROP.2'-6" C&G RETAIN -LRT- Sta. 34+48.7/ PLAN VIEW -EL- PI Sto 23+34.94 A = /6° 25' 18.4" (LT) D = r /3' 03.9" L = 1,348.52' wP T = 678.9/' ( \/ R = 4,705.00' a �\ n BLH4 SKEW = 90'38'17" -SPEC-x2=BASE-D1 ELEV. 905.0 MTL SEE DITCH DETAIL F TIE TO EX. GUARDRAIL NO WETLAND AND SURFACE WATER IMPACTS SPEC. LATERAL 2' BASE DITCH SEE DITCH DETAIL F -LLT- PT Sta. 35+65.07 N � 36+00 15 RC SPEC. LATERAL 2' BASE DITCH W/CLASS 'B' RIP RAP SEE DITCH DETAIL K \1 RIPRAP -Y/- Pr Sta.10+00.00 -LLT- PO Sta.36+35.12 E RIP AP E E -LLT- PC St Pt Sta 34+77.50 = 1r 02' 57.8" (RT) D=6°I7'21.6" L = 175.68' T = 88.12' R = 911.00' Pt Sta 39+16.75 A = 3° 43' 09.0" (RT. D = 2°l7' 30.6° L = 162.28' T = 81.17' R = 2,500.00' -LLT- PT Sta. 39+97.86 PIEDMONT TRIAD AIRPORT AUTHORITY DB 8304 PG 2780 ----�� -C PB 130 PG 95 -.,r„ FE / °"•�� sE / TOEAPROTECTION '�"��iroomii�::::;;!!�'u,'�LLi L B RIP RAP L,,.,,,, mop , ,,,� :E PITCH DETAIL M -----' "`"•F-` Lu,Fuiiini,ir,n��iiiiy F� �, C �i- TOE PROTECTION �___ WKLB RIP RLP� Fu+�11 .BW E- PROTE DETAIL - ni unnnn Su x X X X x X -nin:m ,,�uum.i:i(�Yu � F p / r R S 'B' RIP RAP I EST 3 TONS CLASS 'ONS RAP 5j1 RETAIN EST. 10 SY GEOTEXTI EST. z r Ns =ND CONSTRUCTION EST. 5 Sl� GEOT _ 8 6q - OF=913.56 -EL- POC Sto- 27+17.71 CB INV-908.47' UII RETAIN \ 24' RCP _ OP=895.71' � ��RETA N 0.6 •' DIC'•.: GREU TL-3 - 8-77 INV=890.58' - 15" RCP -III _B9mLL9BIT 0. - p_ - - - - 2GI -RETAIN -------- -- FL= --3 +28.70 -LLT- PI Sto 30+42.95 A = 4r 10' 27.8" (LT) D = 5' 40' 22.3" L = 725.8/' T = 379.38' R = 1,0/0.00' 38+35.58 +1.29 -5.85 -Yl- POT Sto. /5+36.56 -LRT - POT Sto. 37+20.95 -LRT- LBOWS -LLT - HE-0005 SHEET NO. 5 RAY SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLE TE PLANS DO NOT USE FOR R/w ACQUISITION MOTT MAC SF 60. & E, LLC MOTs MAC SF 80. 8 E, LLC LICENSE NO. F-G669 LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 76 1 Pudoy Rd, Suite 115 MOTT FFoq -noon,,NC 27526 MACDONALD ma.ombmeriws -s-m-g@Y1L4 1n 15" RCP -IV PROP-2' S6" EETER C&G 78. __SEE -FALSE-SOW _ SEE DIL M _ _-;;T 8LV0 52 BSi - - - - - - - - TOP=BII N=L ETAJOSEP�� 290)0376.13' NC x X- PERMIT DRAWING SHEET 4 OF 6 C ------- 124i91 00 FALSE SUMP TVP 2:1 /2:1 SEE€ DETAIL II M RCP -IV 4CCTV 5s 28+00 INV=876.TT II RETAIN 52'BST 24+00__--iPW=B 7.42' D sE 0- JOS=M BM�� TOP �B TP,IN CABLE 1-17 PU/547°9�- �� PUC 523+3884 �L------ _ _------ II --- INV=877.48' ----------- TOP=881.31' MTL we. REMOVE TYPE B-77 \JB F� 24" RCP -II TO PI Sto 33+50.69 PI Sto 42+52.42 A = /9' 47' 41.7" (LTI A = 34° 55' 25.6" (LT) D = 3' 58' 43.9" D = 3° 58' 43.9" L = 497.50' L = 877.73' T = 25/25' T = 452.98' R = 1,440.00' R = 1,440.00' TIE TO EX. GUARDRAIL PROP. RETAINING WALL LATERAL V DITCH SEE DITCH DETAIL E X./8'WW LATERAL 2' BASE DTCH.., W,CLASS 'B' RIP RAP SEE DITCH DETAIL D LATERAL 2' BASE DITCH SEE DITCH DETAIL A X X O CLASS EST. 2 EST. 7 �XW B' RIP RAP ONS Y GEOTEXTILE 15" W/ELB WS GREU TL-2 F -LRT- PC Sto.37+99.45 100' PIEDMONT TRIAD AIRPORT AUTHORITY nR an42 PG 1643 0' 100' 200' GRAPHIC SCALE -EL- PT Sta.30+04 5 8) x P. -6" C&G PROP.2'-6" C&G PIEDMONT TRIAD AIRPORT AUTHORITY DB 8304 PG 2780 PB 130 PG 95 x 0 d 70 FOR -LRT- PROFILE SEE SHEET 11 & 12 FOR -LLT- PROFILE SEE SHEET 14 & 15 FOR -Y1- PROFILE SEE SHEET 15 FOR DITCH DETAILS, SEE SHEETS ? THRU ? i PROJECT REFERENCE NO. HE-0005 SHEET NO. 5A c NO WETLAND AND SURFACE WATER IMPACTS 3O%-1TO ELEV. 905.0 MIL SEE DITCH DETAIL F TIE 10 EX. GUARDRAIL ENLARGED PLAN SITE 1 4 0' 0' ■ • • • . GRAPHIC SCALE RAY SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION mOTT MAC SF 60. & E, LLC LICENSE NO. F-0669 MOTT MAC SF 60. 8 E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 76 1 Purfoy Rd,Suit, 115 MOTT FF q - rinc, NC ]1536 mncoorvnLo ma. ombmariws PERMIT DRAWING SHEET 5 OF 6 40' 80' FOR —LRT— PROFILE SEE SHEET 11 & 12 FOR —LLT— PROFILE SEE SHEET 14 & 15 FOR —Y1— PROFILE SEE SHEET 15 FOR DITCH DETAILS, SEE SHEETS ? THRU ? Revised 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) 1 -LRT- Sta 22+50 RT 54" RCP Outlet Extension --- --- --- --- 2 -LRT Sta 32+50 - 33+42 LT Embankment --- --- --- --- --- 2 -LRT Sta 33+85 - 35+07 Bridge --- --- --- --- TOTALS* 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 *Rounded totals are sum of actual impacts NOTES: SITE 1 & 2 - NO WETLAND OR SURFACE WATER IMPACTS 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS AUGUST 1, 2022 GUILFORD COUNTY HE-0005 WBS #50338.1.1 SHEET 6 OF 6