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Home My WebLink About19980260 Ver 4_R-2247EB Environmental Permit Requested Refinements_20200302 Wanucha, Dave From:Euliss, Amy Sent:Monday, March 2, 2020 9:13 AM To:Braspennickx, Nicholle M CIV USARMY CESAW (US); Wanucha, Dave Cc:Robbins, Mark; Shumsky, Michael J; Vance, Edward; PELLEGRINI Luca; ADAMS Matthew Subject:FW: \[External\] R-2247EB Environmental Permit Requested Refinements Attachments:R-2247EB Permit Drawings - Revised Sheets.pdf Importance:High Dave and Nicholle, Our DB team made a couple changes to the permit drawings on R2247EB. The impacts haven’t changed, so a permit modification will not be needed. If you have any questions or concerns please let me know by Friday March 6. See email below from Mark Robbins regarding the what is included in the revisions. Thanks. Amy From: Robbins, Mark <Mark.Robbins@stvinc.com> Sent: Thursday, February 27, 2020 2:30 PM To: Euliss, Amy <aeuliss@ncdot.gov>; Scott, Jordan C <jcscott1@ncdot.gov> Cc: Vance, Edward <Edward.Vance@stvinc.com>; PELLEGRINI Luca <luca.pellegrini@blytheconstruction.com>; ADAMS Matthew <matt.adams@blytheconstruction.com>; 4019661 <4019661@stvinc.com>; Shumsky, Michael J <mshumsky@ncdot.gov> Subject: \[External\] R-2247EB Environmental Permit Requested Refinements Importance: High CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov Amy/Jordan, We are requesting your review and concurrence that the attached refinements are minor in nature and if so could be handled with the agencies by you through email or other minor coordination. These proposed details do not change the impacts permitted. We have attached revised permit drawings which illustrate these minor changes to the structure details at two locations. Permit site 4B – UU Pdf pages 1-3 At this location we are proposing to adjust the structural details to minimize excavation adjacent to the stream. The permit drawing included removing the existing wing wall at the outlet end of the existing culvert to accommodate the installation of a 60” jack and bore supplemental pipe. The proposed detail retains the existing wing and incorporates the 60” pipe headwall into the end of the existing wing. The supplemental 60” pipe invert elevation will be maintained. Permit site 14A-WW 1 Pdf pages 4-8 At this location we are proposing to adjust the alignment of one of the turns of culvert 17 which passes under the interior of the interchange. The alignment adjustment is under the fill section of the roadways and does not extend to the inlet of the culvert at the permit site. The section affected is 225’ of the length which is 18% of the overall 1,177 foot long culvert. This refinement minimizes impacts along existing US 52 northbound. We request concurrence that these refinements are minor and acceptable for implementation through the appropriate submittals. Thank you, Mark Robbins STV Engineers, Inc. 704-258-4675 Please consider the environment before printing this e-mail. Redesigned and rebuilt: visit our new website at www.stvinc.com To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. STV Ink App The information contained in this electronic message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are informed that any dissemination, copying or disclosure of the material contained herein, in whole or in part, is strictly prohibited. If you have received this transmission in error, please notify STV and purge this message. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 100 PROJECT REFERENCE NO. 17 bl CO 0 S s_ 0. m w CC v N N 0" m 81 CC d CC 22 0 i 11 C E 0 0 C w Cr) CC CC 0_ 0 o,1 0 N 2 ¢3 1.5:1 OR FLATTER SIDE SLOPES CLASS 'I' RIP RAP W/GEOTEXTILE THICKNESS = 1.5' (TYPICAL) 2'x2' SEWER ENCASEMENT BST DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER 11/M 11/M JERRY D. STOLTZ BST 2' LATERAL BASE DITCH CLASS 'I' RIP RAP EST 105 TONS EST 177 SY GEOTEXTILE SEE DETAIL 3 BANK STABILIZATION AT INLET CLASS 'I' RIP RAP EST 38 TONS EST 66 SY GEOTEXILE LATERAL 'V' DIl LH CLASS 'I' RIP RAP EST 72 TONS EST 121 SY GEOTEXTILE SEE DETAIL 50 SEE PERMIT DRAWING SHEET 9 EXTEND STING SINGLE X 7' RCBC 30 L.F. WITH EADWALL & WINGWALLS SUPP ' ENT WITH 60" TRENCHLESS $ NOT :URIED * BLY- THE STV Engineers, Inc. 900 West Trade St., Suite 715 Charlotte, NC 28202 NC License Number F-00E1 R-2247EB ROADWAY DESIGN ENGINEER SHEET NO. 5 HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE POI CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 6 OF 71 PERMIT DRAWING SHEET 8 4' LATERAL BASE DITC CLASS 'I' RIP RAP EST 330 TONS EST 559 SY GEOTEXTILE at 47411allaiivial. now .7m1/.1:Thmin tea' maw iN mom V1 IMMINIE _`VENEVIMEMpim 7� STANDARD 'V' DITCH CLASS 'I' RIP RAP EST 72 TONS i - EST 122 SY GEQJEYTIEE_ i - - 'SEEIETAR.19 RETAIN EXISTING 8' X 7' RCBC SUPPLEMENT WITH 60" TRENCHLESS WITH HEADWALL & WINGWALLS NOT BURIED SITE 46 - UU 24" RCP -IN \ JB _= 24" RCP -III OUTLET CHANNEL PROTECTION W/EMBEDDED RIP RAP 73 TONS CL 'I' RIP RAP 123 SY GEOTEXTILE SEE DETAIL 60 DETAIL 59 BANK STABILIZATION AT INLET I Not to Scale) PROPOSED EXCAVATION PROPOSED EXCAVATION EXISTING GROUND PROPOSED INV. EL=854.9' PROPOSED INV. EL= 853.9' DETAIL 60 OUTLET CHANNEL PROTECTION W/EMBEDDED RIP RAP ( Not to Scale) PROPOSED CLASS 'I' RIP RAP 4 EXCAVATION W/GEOTEXTILE EXISTING THICKNESS = 1.5' ---- - GROUND (TYPICAL) 1.5:1 OR FLATTER SIDE SLOPES 2'x2' SEWER ENCASEMENT PROPOSED INV. EL=850.4' EXISTING INV. EL=849.4' 50 25 0 50 100 `1I11�. PLANS DETAIL 3 LATERAL BASE DITCH (Nat to Scale) Slope Min. D=1.5 H. Max. d=1.5 Ft. 'When B is < 6.0' B=2.0 Ft. Type of Liner= Class '1' Rip -Rap b=5.0 Ft. DETAIL 9 LATERAL BASE DITCH Not to Scale) 'When B is < 6.0' Type of Uner= Class '1' RIP RAP Min. 0=2.0 Ft. Max. d=2.0 Ft. B=4.0 H. b=5.0 Ft. Slope FROM -L- STA. 75+00 TO STA. 76+30 LT FROM -L- STA. 76+56 TO STA. 79+50 LT DETAIL 49 STANDARD 'V' DITCH (Not to Scale) Type of Liner= Class 'I' RIP RAP Min. D=2.0 Ft. Max. d=2.0 Ft. FROM -L- STA. 76+50 TO STA. 77+40 RT Group d Geotextile DETAIL 50 LATERAL 'V' DITCH (Not to Scale) ht. Slope Min. 0=2.0 Ft. Max. d=2.0 FI. Type of Liner= Class '1' RIP RAP 6=5.0 Ft. FROM -L- STA. 75+50 TO STA. 76+50 RT Ditch Grade DETAIL 16 RIP RAP AT EMBANKMENT (Not to scale) 10'min 0' GEOTEXTILE Type of Liner= CL 'I' RIP RAP FROM -L- STA. 76+52 TO STA. 76+56 LT 0 0I T N 00 Q N W IW J= I v) W ZW - v1 2 U 1.5:1 OR FLATTER SIDE SLOPES CLASS 'I' RIP RAP W/GEOTEXTILE THICKNESS = 1.5' (TYPICAL) 2'x2' SEWER ENCASEMENT DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER SITE 3 - 000 -914� 24. C&� oD 908— _gam— — 900= _ 898— 8948��16 896 \ \ \ \ 890— —890— 8928 I1� RdVV 11 ml I I I / 1 1 1 \ (' I I / 1 I • �UPPL A EXIST WIT 1 0 a8RE CBCB I I °J m � 922 I /SI f(� \ l WI H EAD ALL GALLS ^J 9r� _ ��9��/ - � ) / i �555 SITE 46 - U U -- �� \910� 1 � 16 % 1 0� 90: � SITE 4A - U DETAIL 59 BANK STABILIZATION AT INLET (Not to Scale) PROPOSED EXCAVATION PROPOSED EXCAVATION EXISTING GROUND PROPOSED INV. EL=854.9' PROPOSED INV. EL= 853.9' CLASS 'I' RIP RAP W/GEOTEXTILE THICKNESS = 1.5' (TYPICAL) 1.5:1 OR FLATTER SIDE SLOPES 2'x2' SEWER ENCASEMENT DETAIL 60 OUTLET CHANNEL PROTECTION W/EMBEDDED RIP RAP (Not to Scale) PROPOSED EXCAVATION EXISTING .._v. .. GROUND PROPOSED INV. EL=850.4' EXISTING INV. EL=849.4' GEOTEXTILE DETAIL 3 LATERAL BASE DITCH ( Not to Scale) Min. D=1.5 H. Max. d=1.5 Ft. 'When B is < 6.0' B=2.0 Ft. Type of Liner= Class '1' Rip -Rap b=5.0 Ft. FROM -L- STA. 75+00 TO STA. 76+30 LT DETAIL 9 LATERAL BASE DITCH ( Not to Scale) GEOTEXTIL 'When B is < 6.0' Type of Uner= Class '1' RIP RAP Min. D=2.0 Ft. Max. d=2.0 H. B=4.0 H. b=5.0 Ft. FROM -L- STA. 76+56 TO STA. 79+50 LT DETAIL 49 STANDARD 'V' DITCH ( Not to Scale) Geotextile Type of Liner= Class '1' RIP RAP Min. D=2.0 Ft. Max. d=2.0 FI. FROM -L- STA. 76+50 TO STA. 77+40 RT 111 BLYTHE ea/ - STV Engineers, Inc. 900 West Trade St., Suite 715 Charlotte, NC 28202 NC License Number F-0991 —._— aA NN C W R/AC EXPRESSWAY 3 se PROJECT REFERENCE NO. R-2247EB ROADWAY DESIGN ENGINEER SHEET NO. 5A HYDRAULICS ENGINEER RY PLANS CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 7 OF 71 N 1 \e �' \8 \ 8& 8Y 88. 3O$/ MBEDRED �N{EpL PRO[ECTIOOJ \ \ a \ \ -->--- - 7 p.:' j 's/ \ v� v v v v / 1 // DETAIL 50 LATERAL 'V' DITCH ( Not Scale) Groan n IR,. Geotextile Fill Slope Min. D=2.0 Ft. Max. d=2.0 FI. Type of Liner= Class '1' RIP RAP 6=5.0 Ft. FROM -L- STA. 75+50 TO STA. 76+50 RT DETAIL 16 RIP RAP AT EMBANKMENT (Notro scale) Ditch Grade GEOTEXTILE Type of Liner= CL 'I' RIP RAP FROM -L- STA. 76+52 TO STA. 76+56 LT LATERAL 'V' DITCH CLASS 'I' RIP RAP EST 72 TONS EST 121 SY GEOTEXTILE SEE DETAIL 50 DENOTES TEMPORARY IMPACTS IN SURFACE WATER STANDARD 'V' DITCH CLASS 'I' RIP RAP EST 72 TONS EST 122 SY GEOTEXTILE SEE DETAIL 49 �Jv RETAIN EXISTING 8' X 7' RCBC SUPPLEMENT WITH 60" TRENCHLESS WITH HEADWALL & WINGWALLS NOT BURIED________ Natural Type DETAIL 49 STANDARD 'V' DITCH ( Not to Scale) Ground ?. dj Geotextile Natural T _.1 Ground of Liner= Class 'I' Rip —Rap Min. D=2.0 Ft. Max. d = 2.0 Ft. FROM -L- STA. 76+50 TO STA. 77 + 40 RT Natural Ground d= Geotextile TS DETAIL 50 LATERAL 'V' DITCH 2• ( Not to Scale) b Fill 1'7Ft. Slope Type of Liner= Class 'I' Rip —Rap Min. D=2.0 Ft. Max. d = 2.0 Ft. b = 5.0 Ft. FROM -L- STA. 75 + 50 TO STA. 76+50 RT tan 0 CO J LLJ SITE 4B - UU 24" RCP -III Cc:*, NOT BURIED E OUTLET CHANNEL PROTECTION \W/EMBEDDED RIP RAP TONS CL 'I' RIP RAP EOTEXTI LE 1 SEE DETA CLASS 'I' RIPRAP W/GEOTEXTI LE THICKNESS = 1.5' (TYPICAL) 1.5:1 OR FLATTER SIDE SLOPES 2'x2' SEWER ENCASEMENT PRELIMINARY PLANS DO NOT USE POI CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED JB w/MH 14, DETAIL 60 OUTLET CHANNEL PROTECTION W/EMBEDDED RIP RAP ( Not to Scale) PROPOSED EXCAVATION EXISTING GROUND PROPOSED INV. EL = 850.4' EXISTING INV. EL=849.4' DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER LO CO TFA LO EiRKAir- SEE PERMITFnFDRAi4.QN SHEET 40 > " SPECIAL , DITCH \ .10 E..d' \ PETAII a AZ MATCHLINE SEE SHEET 15 447 yLv `— �j•�' FAT oO od APSEIVAIVII 3 BLYTHE kid St R-13d7EB IPRILLMLMMY SANS PERMIT DRAWING SHEET 33 OF 71 ETA E, Eto,—. Euzgve:*---17;r'IT'' SITE 15D - XX SEE PERMIT DRAWING SHEET 42 FUTURE 1-74 / US —SE SHEET 3 GRAPHIC SCALE sB n�o of .CA 09/19/18 FORSYTH PLANS JAF 09/19/18 LO 02 CV LO ycran DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER SPECIAL , DITCH LASS.PALTS'S.,.;ITOS ro. aa.. -s A.w. MATCHLINE SEE SHEET 15 3 BLYTHE STV1 fo Oo GRAPHIC SCALE 50 35 S PLANS P=P RY PLANSI PERMIT DRAWING SHEET 34 OF 71 NA SITE 15D - XX SEE PERMIT DRAWING SHEET 42 Env: 51"7;- ziumr FUTURE 1-74 / US -SE SHEET 3 R-P247E8 FORSYTH /CA 09/19/18 09/19/18 rn 13 T In aI C a -o CO w 01 N N 7 cr M 1➢ T T 7 CC 0_ E CC U1 .C. O 0 O N 0 0 cc w w N,0 N,0 (00 O N D'3 ;, • PROJECT REFERENCE NO. SHEET NO. PERMITD RAW I N G 4 SHEET 37 OF 71 - ROADWAYZDE DESIGN ENGINEER HYDRAULICS ENGINEER •I•.o�.,.` I. •;>• PRELIMINARY DO NOT USE POI PLANS CONSTRUCTION INCOMPLETE PLANS 840 PROPOSED 'I I••• • ��:� DO NOT USE FOR t/ W ACQUISITION EXCA.ATION ••••: EXISTING GROUND i GEMS GEOFEXTILE THICKNESS 'I' RIPRAP W/ = 1.5' LFj� 11 E%I GROUND TING 830 CLASS 'I' RI GEOTE%TILE THICKNESS +1 RAP W/ = 1.5' \I!:�•.:•••• {rr 1.5:1 OR FLATTER = 83 IIYY[.ALI .5:1 O. LOFLATTER PROPOSPES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROP75ED ExwAnoN F*CAVAPd1"�'■i/ PROPOSED EL=47.9' NV. cuss FM 'r RI Fnnvn RAP wi VERT PROPOSED EL OUTL 1325s' INV. LOOKIN CULVERT DOWNST' INLET GE THI TEXTILE KNESS = 1.5 CU LOOKING DOWNSTREAM 700 600 500 400 300 200 100 0 100 200 300 400 500 600 700 800 900 1000 920 O1 O BRIDGI ROPOSED -WBBYP- ,� SITE 14B - Mg 900 z, 890 •/� U „3 870 i \ .... �i -L- 165 +98 tiQ \ >' o ISKEW R:BC,1189' I (NOT CzP ELHI=88019' =8X6 EENGIN RIEDI ALONG EXISTING GROWD CULVERT T1Nr, IFF7 CL / •/ •,/ . 860 TOP OF BANK EXISTING RIC TOP OF BANK HT / / I I \ ,, • \ 10 EL=�4.4' R. 50 YR. E(_=854. EXIST. 72' CMP I , +C _ �• 850 -_ PROPOSED ErBA83 :HANNEL 5=20121+•••• - - 840 5=0.0121 =0.0 , • �••iiiii ' EXI A4ONG GIG GROUND .ULVERT fL CF E =840.1 ��- : :� x.•�I. •EXIS - T� ING RIGHT OF BANK FTISTINn 830 G.. 7 7Z_ HAAGE 1'-.��••i:•i•�•�:•�•�•ii•�•�•�•�'�•�•�•�•• %•• �.��.•�•��' ::�•:: - TOP OF BANK 820 GRADE CHANGE PROPOSED ur..rnnr....r CHANNEL CC .........r••.m=h. u ..r.rr •�i�. :rrr.r -.-�•'" .:•..' """"' ili EXCAVATION PROPOSED BED STRE PROTECTION BED 810 800 100 PROJECT REFERENCE NO. SHEET NO. R-2247EB In T7 m 0 0 w DETAIL 3 LATERAL BASE DITCH (Not to Scale) GEOTE LE 'When B is 6.0' Type of Liner= Class 'I' RIP RAP Min. D=1.5 Ft. Max. d=1.5 Ft. B=2.0 Ft. 6=5.0 Ft. Slope FROM —L— STA. 75+00 TO STA. 76+30 LT FROM —RPD— STA. 19+55 TO STA. 22+85 LT FROM —RPA— STA. 24+10 TO STA. 32+00 LT FROM —RPD— STA. 13+00 TO STA. 16+00 LT FROM —SB52— STA. 72+00 TO STA. 73+50 LT FROM —SB52— STA. 76+75 TO STA. 78+39 RT FROM —RPDB— STA. 21+19 TO STA. 22+00 RT 2' LATERAL BASE DIT SEE DETAIL 37 BANK STABILI CLASS EST 27 EST 46 SY GEOTEXIL SEE DETAIL 7 7 6' CONC HW cP "\S"‘Q- ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINARY PLANS DO NOT USE SOF CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 65 OF 71 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER yr% 03 -o rc%0tr III W J � 0 0 Oqq DETAIL 72 BANK STABILIZATION AT INLET (Not to Scole) CLASS 'I' RIP RAP W/ GEOTEXTILE THICKNESS = 1.5' (TYPICAL) PROPOSED EXCAVATION EXISTING GROUND 1.5:1 OR FLATTER SIDE SLOPES PROPOSED EXCAVATION PROPOSED INV. EL= 847.9' N SITE 14A - WW N AT INLE ;IP RAP 2' LATERAL BASE DITCH CLASS 'I' RIP RAP EST 497 TONS EST 705 SY GEOTEXTILE SEE DETAIL 3 SEE PERMIT DRAWING SHEET 67 WINSTON-SALEM BUSINESS. INC. 2GI—A FS crto 0 CHORD CLASS 'I' RIP RAP EST 2 TONS EST 6 SY GEOTEXTILE MATCHLINE SEE SHEET 10 SPECIAL LATERAL 'V' DITCH SEE DETAIL 31 CLASS 'I' RIP RAP EST 2 TONS EST 6 SY GEOTEXTILE BLYTHE ea44- STV Engineers, Inc. 900 West Trade St., Suite 715 Charlotte, NC 28202 NC License Number F-0991 2' SPECIAL LATERAL BASE DITCH SEE DETAIL 18 SY GEOTE LE DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER co Cr' x 01 1- 01 0 11 O C 0 C D E 0 0 0 w (n 1- 0) w o� N-0 C In N13 DETAIL 3 LATERAL BASE DITCH (Nor to Scale) 'When B is< 6.0' Type of Liner= Class TRIP RAP Max. d=1.5 H. 6=5.0 Ft. FROM —L— STA. 75+00 TO STA. 76+30 LT FROM —RPD— STA. 19+55 TO STA. 22+85 LT FROM —RPA— STA. 24+10 TO STA. 32+00 LT FROM —RPD— STA. 13+00 TO STA. 16+00 LT FROM —SB52— STA. 72+00 TO STA. 73+50 LT FROM —SB52— STA. 76+75 TO STA. 78+39 RT FROM —RPDB— STA. 21+19 TO STA. 22+00 RT OTCB 884 866 g DETAIL 72 BANK STABILIZATION AT INLET (Nor ro Scole) EXISTING GROUND (914 DR*61 ( \ S�g \88 1 SITE 14A - WW CLASS 'I' RIP RAP W/ GEOTEXTILE THICKNESS = 1.5' (TYPICAL) PROPOSED EXCAVATION 1.5:1 OR FLATTER SIDE SLOPES PROPOSED EXCAVATION PROPOSED INV. EL= 847.9' 868 004 _ 86 '9 S 'I lOR RAP LATERAL EDITCH' L(�S 'I' RIP P\ EST 97 TON ��—� 86 EST 7 5 SY G TEXT! ----N SEE D TAIL 3 S' IAL 12FRAL\' DITC\8>�z $ `,gyp NEE D�fAIL 31\ _\ \\\ \ \ 6S6,N\ \ \ \� \ W CLASS '� REAP ES�iT 68' EOT \111 \ \\�SQ\ \ e \\\ ' \\\ \ \ \ \\ \\ \\ 1.3 BLYTHE ® STv�j, oo STV Engineers, Inc. 900 West Trade St., Suite 715 Charlotte, NC 28202 NC License Number F-0991 tn cc W -o S rrA PROJECT REFERENCE NO. R-2247EB ROADWAY DESIGN ENGINEER PRELIMINA DO NOT USE POF SHEET NO. 15A HYDRAULICS ENGINEER RY PLANS CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 66 OF 71