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Home My WebLink About20191006 Ver 1_I-3819B IP Application Revision Cover Letter_20190925STATE q�Y y STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GoVERNOR September 25, 2019 U. S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Nicholle Braspennickx NCDOT Coordinator Dear Madam: JAMES H.TROGDON, III SECRETARY Subject: Revision to Application for an Individual Section 404 and Section 401 Water Quality Certification for the proposed I-404-77 interchange improvements including I-40 from west of SR 2003 (Radio Road) to SR 2158 (Old Mocksville Road) and I-77 from south of SR 2321 (East Broad Street) to south of SR 2171 (Jane Sower Road) in Iredell County. Division 12, TIP No. I-3819B. Debit $570.00 from WBS 34192.3.2. Since the permit application dated July 23rd, 2019 there has been a revision to the utility plans to include <0.01 acre of hand clearing in wetland WH (Utility Site U-3). This activity is not a permanent impact and does not affect the amount of mitigation required for this project. Please see revised utility impact summary, site description for Site U-3, and revised Table 4 below as well as attached revised utility plans. Summary of Utility Impacts: There will be a total of 0.02 acre of permanent wetland impacts, 0.27 acre of temporary wetland fill impacts, and <0.01 acre of hand clearing in wetlands. Utility Site U-3: There will be <0.01 acre of hand clearing in wetlands to wetland WH where a utility easement runs through the wetland adjacent to Permit Site 8. Mailing Address: Telephone: (919) 707-6000 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (919) 250-4224 1000 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Website: www.ncdot.gov Table 4 — Revised Summary of Utility Wetland Impacts for I-3819B Wetland Impact Temporary Permanent Mechanized Hand Mitigation Site ID Type Impacts Fill (ac) Clearing (ac) Clearing Requirement ac ac ac U-1 WJ Utility 0.02 -- -- -- -- U-2 WD Utility 0.25 <0.01 0.02 -- 0.02 U-3 WH Utility -- -- -- <0.01 -- TOTAL IMPACTS 0.27 <0.01 0.02 <0.01 0.02 Thank you for your assistance with this project. If you have any additional information, please contact Erin Cheely at ekcheely@ncdot.gov A copy of this application and distribution list will also be posted on the http://connect.ncdot.gov/resources/Environmental/Pages. Sincerely, Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List questions or need or (919) 707-6108. NCDOT website at: I-3819B Revision to Individual Permit Application Page 2 of 2 In E L a r, C, 0 u, T7 0 n CT T 0 L 0 TOTAL STATE OF NORTH `lJ d 11 R O L I A V d 11 31'ATB I—W P WWr RBPBRBNCB N0. s NO T HEM p� rS,s' 90 z 3819B�U-6039 1 ]] vo�o BEGIN PROJECT vS M.- P-M.NQ McRIPTION DIVISION OFHIGHWAYS O 64 l��R�O 34192.1.2 IMS-40-2 124 P.E. 34192.3.2 WA DESIGN BUILD STATESVILLE �.� IREDELL. COUNTY 70 5? SU RD. 21 F IMIT90 21 10� LOCATION: I-40/I--77 INTERCHANGE INCLUDING I-40 FROM WEST OF K SR 2003 (RADIO RD.) TO SR 2158 (OLD MOCKSVILLE RD.) & I-77 FROM SOUTH OF M x ��° 21 „5 64 pV°� ¢ EBR'o2 SR 2321 (EAST BROAD ST.) TO SOUTH OF SR 2171 (JANE SOWERS RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES, 17- � 7 RETAINING WALLS, NOISE WALLS, AND TRAFFIC CONTROL L END PROJECT Vance BEGIN TIP PROJECT I-3819B -L- STA. 7+83,00 y� 1. c��9Y ,4 V e 4 END SEGMENT "A" BEGIN SEGMENT b� MAP VICINITY M S -Y N- STA. 175 + 00 �p0'` �j THIS PROJECT IS WITHIN THE MUNICIPAL 6 BOUNDARIES OF THE CITY OF STATESVILLE AND THE TOWNSHIP OF BETHANY END CONSTRUCTION g titi /�0 SO 4S ti� i -Y- POT STA. 205+00.00 � P4 100 50 0 100 2I BEGIN SEGMENT "A" ��'91 END SEGMENT "B" tib —YRPB- -L- STA. 92 + 00 ' 1 - 5 PLANS ti LCDWB— -LCDEB- WETLAND AND SURFACE WATER IMPACT PERMITS vq 200 100 0 200 400 �o tia OVERSIZED PLANS DATE: SEPTEMBER 23, 2019 YRPCA- (Note: The sites highlighted in RED SCALE VARIES -YRPC—-----..-YS —YRPA— are included in this submittal.) —YLPC——YRPBD— INSETS SITE U-z BEGIN SEGMENT _YIo US �`-YRPAC- UTILITY PERMIT "A" D9IIB AI ? END SEGMENT "A" END SEGMENT "B" —J'9 s �� o BEGIN SEGMENT "B" D RAW I N G 2 E. BRO9ljzsf -Y S- STA. 111 + 00 , -I- STA.178 + SO — ,q 37 SITE #U-30. � 0 SHEET 1 OF 8 SITE #U-1 B S�j1� .y15 —YRPD— 59- BEGIN SEGMENT "B" �D 's END TIP PROJECT I-3819B iv -Y S- STA. 2 + 00.09 �� -L- STA. 219 + 50.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED 1b N TO THE LIMITS ESTABLISHED BY METHOD III. THIS IS A CONTROLLED ACCESS PROJECT SA�F99 WITH ACCESS BEING LIMITED TO INTERCHANGES U-6039 LANE °�° NO IMPACTS INCOMPLETE PLANS MDO NOT USE FOR RCW ACQUISITION • • GRAPHIC SCALES DESIGN DATA I-40 I-77 PROJECT LENGTH Prepared in line Office of: WSP HYDRAULICS ENGINEER DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA ADT 2016 = 57,300 62,900 1001 Morehead Square Dr., Suite 610, Charlotte, NC 28203 NC LIC NO. F-0165 of Muery V ADT 2040 = 72,500 77,500 — LENGTH ROADWAY TIP PROJECT 1-3819B 3.885 OF'O 2018 STANDARD SPECIFICATIONS WDHV = 5,800 6,200 LENGTH STRUCTURES TIP PROJECT 1-3819B = 0.124 P� ti!4` SEE ABOVE D = 55 % 55 % TOTAL LENGTH OF TIP PROJECT 1-3819B - 4.009 RIGHT OF WAY DATE: CHRISTOPHER D. DAVIST.E. SIGNATURE: os ROADWAY DESIGN PROJECT ENGINEER _ o /0 * o /o ** T 16 19 OCTOBER 30, 2018 Qe O ENGINEER OF rW RMe' LETTING DATE: V = 60 MPH 60 MPH * TTST 13 + DUAL 3 (1-40) ERIC W. SECKINGER, P.E. PROJECT DESIGN ENGINEER ** TTST 16 + DUAL 3 (1-77) OCTOBER 30, 2018 CLASSIFICATION: INTERSTATE P.E. SIGNATURE: Y.E. STATE HIGHWAY DESIGN ENGINEER 24" GRAVITY SEWER LINE TRENCH DETAIL 1G%I�GrIN3 0 FT T :1 SLOP 1:1 SLOP f Exuvnrxax 12 FT PIPE T 1 g w asg sg• 8a �I .sn W68 B BODING BRICIUNING 4 F li m9I?W s B�SS� mm m ® PAGNIO AS FAB RE011[REO a':•:°%.e.e% CONDITIONING AS REQUIRED I.--4 FT--- NTS P( -MATCHLINE- SEE SHEET NO. 23 MEMO �.I ��s 111IIW _ f ICI inMir. rran,rni ---- • Mill 9rrlr!@![a1 ■!.;Tll1Rl,F��,�rmaa� �� , i®1� lure r ol�erllrno Sm! rr l F;lrr■ ■ Orl I .-... I lirr�c mMlMlMMMI rl■■•rlRrllrrl �as rr�r�. �rr•rllrlr �. 21.6 i.1n• rli7: I FL mmiiiiiiiiiiiiii!c llilm o s nnlrn o® ®r .■Lan■ �RN011WA.�ar.. arum n� .11 lip' '' � ® �® �. �s+�.t•� ..1 c an 1� y � >`L rI DENOTES FILL IMPACTS IN WETLANDS UTILITY PERMIT DRAWING WL SHEET 2 OF 8 0 f•••••••,'rr v �DETAIL 12 z CHANNEL MANGE 1:.• n .. Y.. ,.� . SK \ T—....-/CYueYRlp p Ofi %# �•• F \\ —YRPAC—FROM STh]7+]4 r 9A.33-50 nnn nitro n . -- /rFron �.-- /nnronR llln ll! ® i n/iir r sj� �yofj /rnmu � i • ----- ------------- o — -- --------- -- -- — — — — — — — — — — - -- Via- L � �� --- *•r= ___�— � f -T T �c-.,.. �L� � �c " INSET FWJI A PER FS K D t / T TEMPORARY FILL IN WETLANDS (n IMPACT SITE #%-1 L DENOTES TEMPORARY ® FILL IN WETLAND GRAPHIC SCALE - INSET 3T� a ss cs�ss m faro I J \In � �3� URTH REEK 7T� \ brr n 0 `��vl�Q QLi Q 5�� -MATCHLIN - -C STA.66+90.00 - cT NO.10 SITE U-2 SEE SHEET 2A ,y STA. 80+gCHLINE- xG SEE SHEET YRP NO. 21 I 'h1.4TCMLlIv SEE SHE, "5 No �00E _y RT 5 p& II 0 0 11 0 1. Q �p p 00 o° UTILITY PERMIT DRAWING SHEET 4 OF 8 -YRP08- Po44 Mr2•/D.S PM Sa P3t7AS0 pSa 21— ps sa 29—ps sa 30�9591 A- Z-VOPJ rRTt gs - 15P'552 252i nD'IRTL gs . 152552 B.s . i5Y 08R D 035n8 fs - 144,V D 6'/5 SOD' Ls . .,w is •roar L 39zw LT 960e 7 sT - 4ROT L 4336i LT 990i LT 9601 T . 22,171 sr 4803' Sr 4aO3' gMApY a. AC sE • 06 DS = 50 IIPoI OS • 50 YPR Y s YRPM- -YLPC- qAr 4 S- 522f 161O�.tRi�r Pr 907I+01J2 Pisa iffwm - ITr53BStRTt A• 232A752.'W) D 029'S36 L rD1IA3' D - 2'K19B D . 915'25, r29V00' rr R = P97se R . 5SE -'37'6O, R . DS • ur ^f M50 YPN DS SE DS • 08 YPN PM Sa 39N3& Po Sa 33..80& Pos 54 2i2�62.52 p Sr# 235sRZJ2 A • Ms Sa 20025D4 p Sta 21.E6.97 ps Se 28.503 4 - 5037'PISfRTt Ba - 2'3i49 G • B29'I3Brtir b P7D00 D f5i355 gs - f5i 35S A70f59TftT1 (s • 200D0 D f50 35S B.s • 157'OBA' . f57'OBA Ls • HIDO' D - gym. LT - tB0D2 L WBZ 5 -soot LT - 133-w L . 5253! sr - 6667' ;3faf. 36&71 LT . 98Os' L - 13600 LT O, ST 18OT SE -2 05 SE :BUBO. DS E0 Ypr DS 60 YPx Ds • 500m- -YRPD- -YRPCA- Pos Sa RNS35 Pig, -07M Bs - iSr" A • 22'3036 W) Pos 5a r6t5& M RJt 9s • /57061 A- 5'0050'2rt ps Sa P-605 PoSr4.rr3263 gs . 15'" p . 9533•l&3'RTt Ls - 94w D • cw p LT 950f L 3272P u • ,Mar D: a4Y409 LT 960i L • 73047' is • M4W D • 55TB1 Lr %Di L L58922 57 IBDS T Ai577' R 83300' S7 . /803' 7 - 8550' R - 7670D0 Sr • .gpp T . 9Y93' R . B33D0 DS 50 YPR DS- 50 YPN 05- so YPR INSET / ut O WH / y\ 4 \� DENOTES FILL IN ® WETLAND ® E RY FILL IN WETLAND SITE#U-3 0 DENOTCSEARINGNIZED ® DENOTES HAND CLEARING HAND CLEARING 25 12.5 0 25 50 GRAPHIC SCALE - INSET SITE U-2 INSET & $ :S:jl is & is /* lk 'k lk lk lk T T TEMPORARY FILL IN WETLANDS IMPACT 'k k 'k lk PERMANU4T JMMTS.*@" F,0lJ R 4A*TQW�R`,FOOTINC-S T k 'k �k 'k 1.4 & OFTRANS O RCPON AdEN T I A AREA WITHIN 50'OF BRIDGE ALSO COUNTED AS HAND —CLEARING IMPACT IN ROADWAY & DRAINAGE PERMIT PLANS LANE I%%til) PROJECT REFERENCE NO. SHEET NO. 1-38198 P,W SHEET NO. ROADWAY DESIGN —HYDRAULICS ENGINEER I ENGINEER INC®MPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED UTILITY PERMIT DRAWING SHEET 6 OF 8 to 1� co 0 z z DENOTES FILL IN WETLAND DENOTES TEMPORARY FILL IN WETLAND • DENOTES MECHANIZED CLEARING 5,0 25 0 25 50 GRAPHIC SCALE — INSETS SITE U-2 INSET P111L/`1 YY111 111`I JV VI DI\ILJVL ALSO COUNTED AS HAND —CLEARING IMPACT IN ROADWAY & DRAINAGE PERMIT PLANS LANE ` ` ■ 1 I PROJECT REFERENCE NO. SHEET NO. /-38/9B 22A RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED UTILITY PERMIT DRAWING SHEET 7 OF 8 to co 10 IZ 0 c� U Z F F DENOTES FILL IN WETLAND DENOTES TEMPORARY FILL IN WETLAND * • DENOTES MECHANIZED CLEARING 500 25 0� 25 5 GRAPHIC SCALE - INSETS WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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 Stream No. (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) U-1 31 +50-YRPD- Utility 0.02 U-2 75+00-YRPAC-** Utility < 0.01 0.25 0.02 U-3 18+92-YRPDB- Utility I I I I < 0.01 TOTALS*: < 0.01 1 0.27 1 1 0.02 1 < 0.01 *Rounded totals are sum of actual impacts for entire project area **Permanent Impacts from four (4) 4-ft x 4-ft concrete foundations for new transmission tower locations. Revised 2018 Feb