The URL can be used to link to this page

Home My WebLink AboutR1015 Wetland Impact Summary Sheets 20220808.pdf Submitted 8/12/2022 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) 1 42+12 TO 54+15-L- RT ROADWAY FILL 0.59 0.32 0.25 2 57+70 TO 76+06-L- RT ROADWAY FILL 2.68 1.68 0.70 0+00 TO 33+68-RP 1CD-RT 3 70+94 TO 122+68-L-RT/LT ROADWAY FILL 26.22 0.33 3.05 22+61 TO 29+63-RP1AB- LT 4 127+97 TO 132+42-L- LT/RT ROADWAY FILL 1.53 0.09 5 136+88 TO 140+23-L- LT/RT ROADWAY FILL 0.10 0.13 0.17 0.11 6 138+19 TO 149+15-L- LT/RT ROADWAY FILL 5.17 0.37 7 154+60 TO 163+94-L- LT/RT ROADWAY FILL 2.52 0.32 8 167+89 TO 168+21 -L- LT/RT ROADWAY FILL 0.02 <0.01 9 170+05 TO 197+19-L- LT/RT Dual Bridges;12@ 135',72"MBT 4.90 0.03 0.03 0.65 3.92 10 197+45 TO 210+28-L- LT/RT ROADWAY FILL 6.69 0.55 11 211+31 TO 218+97-L- LT/RT ROADWAY FILL 2.82 0.21 12 218+39 TO 224+77-L- LT/RT ROADWAY FILL 2.46 < 0.01 0.16 13 229+73 TO 238+69-L- LT/RT ROADWAY FILL 6.85 0.37 14 7+87 TO 11+18-Y3RPB- LT/RT 72"RCP, BURIED 0.83 0.16 0.05 <0.01 337.9 56.1855 15 12+60 TO 13+72-Y3RPB-LT/RT ROADWAY FILL 0.32 0.03 16 237+79 TO 244+33-L- LT/RT 72" RCP, BURRIED 1' 2.42 0.22 0.03 <0.01 200.9 58.8936 17 52+61 TO 53+18-Y3DET- LT/RT 72" RCP, BURRIED 1' 0.04 0.01 0.01 0.03 0.02 129.7 88.99 17A 52+61 TO 53+18-Y3DET- LT/RT 60"TEMP PIPE 0.05 0.01 18 20+55 TO 24+91 -Y3RPD-LT/RT ROADWAY FILL 0.98 0.02 0.10 18A 55+30 TO 57+16-Y3DET- LT/RT TEMP DETOUR 0.15 0.03 19 16+94 TO 17+92-Y3RPD-LT/RT 84" RCP, BURIED 1' 0.09 0.05 0.06 < 0.01 261.2 44.1 TOTALS": j 67.24 j 0.36 j 2.55 7.41 j 3.95 j 0.16 j 0.04 j 930 1 248 1 0 "Rounded totals are sum of actual impacts NOTES: Bridge Impacts at Site 9: 0.02 acres for Temporary Bents, <0.01 acres for all permanent bents. NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 08/08/2022 CRAVEN COUNTY R-1015 34360.1.2 Revised 2016 09 09 SHEET 165 OF 167 Submitted 8/12/2022 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) 20 57+34 TO 62+48-Y3-RT ROADWAY FILL 1.46 0.10 0.18 21 58+29 TO 63+51 -Y3-RT ROADWAY FILL 0.56 0.21 0.08 21A 58+89 TO 64+03Y3DET-LT/RT TEMP DETOUR 0.25 0.11 0.12 22 267+83 TO 273+90-L-LT/RT 84"RCP,BURIED 1' 0.86 0.12 0.05 0.01 583.6 61.1099 23 280+57 TO 293+27-L-LT/RT Dual Bridge;7 @ 135',72"MBI 1.03 0.15 3.05 24 308+19 TO 314+60-L-LT/RT 42"RCP 0.74 0.04 0.06 25A 328+41 TO 336+80-L-LT/RT 2@ 72"RCP,BURIED 1' 1.80 0.10 0.12 25B 325+13 TO 325+48-L-RT ROADWAY FILL <0.01 <0.01 26 337+97 TO 342+81 -L-RT 72"RCP,BURRIED 1' 0.47 <0.01 0.11 27 340+63 TO 344+93-L-LT 72"RCP,BURRIED 1' 0.75 0.08 0.05 28A 348+96 TO 349+65-L-RT ROADWAY FILL 0.01 0.02 28B 351+33 TO 352+19-L-RT ROADWAY FILL <0.01 0.02 29 355+33 TO 357+51 -L-LT ROADWAY FILL 0.03 0.07 0.04 30 355+83 TO 357+47-L-RT ROADWAY FILL 0.27 0.04 31 373+16 TO 380+23-L-LT/RT ROADWAY FILL 2.22 0.07 0.32 32 392+99 TO 399+33-L-LT/RT ROADWAY FILL 0.56 0.15 33 408+22 TO 408+87-L-LT ROADWAY FILL <0.01 0.01 34 409+25 TO 409+75-L-RT ROADWAY FILL 0.18 <0.01 35A 432+62 TO 449+72-L-LT/RT ROADWAY FILL 5.49 0.78 35B 450+94 TO 454+47-L-LT/RT ROADWAY FILL 0.71 0.01 0.11 36A 456+65 TO 461+70-L-LT/RT 84"RCP,BURIED 1' 0.80 0.16 36B 462+57 TO 464+60-L-LT/RT ROADWAY FILL 0.50 0.02 0.05 37 468+85 TO 486+94-L-LT/RT ROADWAY FILL 3.43 0.01 0.50 SUB TOTALS THIS SHEET*: 21.89 0.25 0.81 2.49 3.77 0.05 0.01 584 61 0 *Rounded totals are sum of actual impacts NOTES: Bridge Impacts at Site 23: 0.04 acres for Temporary Bents,<0.01 acres for all permanent bents. NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 08/08/2022 CRAVEN COUNTY R-1015 34360.1.2 a"as"d 2016 09 09 ISHEET 166 OF 167 Submitted 8/12/2022 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND 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) 38A 489+64 TO 493+80-L-LT/RT ROADWAY FILL 0.49 0.03 38B 496+92 TO 498+23-L-LT/RT ROADWAY FILL 0.30 0.06 39 507+39 TO 518+70-L-LT/RT 2 @ 10'X8'RCBC 3.00 0.08 0.21 0.22 0.03 984.87 116.37 40 RP2AC/RP2A/LP2A ROADWAY FILL 5.38 0.12 0.78 41 41+40 TO 47+97-RP2AC-LT/RT EXTEND 3@ 9'X7' RCBC 0.03 0.01 0.11 0.05 0.08 48.71 56.79 42 34+08 TO 37+91 -Y4- LT 72" RCP, BURIED 1' 0.01 0.04 0.06 < 0.01 <0.01 20.43 11.6 43 33+80 TO 35+02-Y4- RT 72" RCP, BURIED 1' <0.01 0.01 0.04 < 0.01 <0.01 41.75 10.35 44 51+17 TO 53+70-Y4- LT 2 @ 84" RCP, BURIEDI' 0.24 0.02 0.09 0.02 <0.01 121.5 10.7 45 50+49 TO 57+08-Y4DET- LT/RT 2 @ 84" RCP, BURIED1' 0.35 0.12 0.04 0.02 116.4 98.9 45A 50+47 TO 57+03-Y4DET- TEMP DETOUR 0.51 0.19 46 533+11 -L- RT 30" RCP < 0.01 <0.01 10.0 16.0 47 563+36-L- RT 36" RCP < 0.01 12.0 SUB TOTAL THIS SHEET: 9.80 0.51 0.29 1.49 0.19 0.34 0.13 1356 321 SUB TOTAL SHEET 1: 67.24 0.36 2.55 7.41 3.95 0.16 0.04 930 248 SUB TOTAL SHEET 2: 21.89 0.25 0.81 2.49 3.77 0.05 0.01 584 61 0 TOTALS': 98.93 1.12 3.65 11.39 7.91 0.55 0.18 2869 630 0 *Rounded totals are sum of actual impacts NOTES: At Site 45/45A,0.03 acre of Temporary Fill in Wetlands in the Hand Clearing area for erosion control measures. NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/8/2022 CRAVEN COUNTY R-1015 34360.1.2 Revised 2016 09 09 ISHEET 167 OF 167 Submitted 8/12/2022 F.A. PROJ. NO.: BRSTP-1763(4) GRADE DATA 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 -2'2/10i -0,3067% PI 11+50.00 -L- EL.= 12JO t 1 SPAN A SPAN B SPAN C SPAN D SPAN E SPAN F ILL FACE A END BENT ,' �+` � L t FILL FACE 0 END BENT 2 .34 - T STA.16+13.66 -L- GRADE POINT EL.12.208 ` JH DRIC HW UNCLASSIFIED L.9.2 YP BEGIN FRONT SLOPE f STRUCTURE /1999 STA.I3+OS.11 L J EXCAVATION WS.EL. 0.65 BEGIN FRONT SL PE FIX. STA,16+18.82 -L- GRADE POINT EL.12.224 (TYP,) SURVEY 0=3-11 ` GRADE POINT EL.11.262 15 FIX. FIX. FI%. FIX. FIX. coA IX. FIX. FIX. FIX. FIX. FIX t'-7" _ BITYPJ ERM �11 AP X . \\Ct�\\�� a `� ��IG Q.9 f 0 NATU L ... ^��_____ _____ -_ GROU �� '�_ a w 11/2'1 SLOPE 10 %� ITYP.) : _ _� Or p ~ ti �} C♦h CLASS II RIP RAP (TYP.) Jr STEEL PILES �v GeV 1as �; I Vip_r& eertiP' (TY EN ZHP 1NIZ a 612q�22 r plans QY`Q.. A`a-- 1,4. plQt'15• �ny � ENO BENTS) GALVANIZED 111 e- STEEL PILES / ! ` �, PO` (TYP.W BENTS) 1 OR END BENT 1 BENT 1 BENT 2 BENT 3 BENT 4 BENT 5 END BENT 2 .� �H R Q SECTION ALONG -L- SECTIONS CAI END BENTS & BENTS TAKEN GI RIGHT ANGLES CLASS II IP R � ••••fiNGiN� P. R(TYP.)P i r'•A!{Ci1w %% �At)A�tltti<<�y4 W.P.a4 i' W.P.■6 0 W.P.°3 & BRIDGE IDENTITY W.P.R5 STA.15+62.29 -L- STA,I3+91,86 -L- �•� STA.14+62.00 -L STA.15+12.15 -L- STA,J A,F4 STA.13+10.3.34 -L- BEGIN FRONT SLOPE J / j FILL &y RFFD eFR STA.13+05.11 L- // / _ I FACE (1 BEGIN APPROACH SLAB S`�! STA.3+41.71 -L- STA.12+99.49 L TpND A C�q� ! - - - / / L_ �' �•` \�•` og E STA 16+2451 OACH SLAB qp / •� TO SR 1753 TO SR 1757 ` 1 S��:/ BEGIN FRONT SLOPE T YP.) FILL i / / ��•' i / o0pygf STAW.P6;78.82 L- PROJECT NO. 8-4488 �c�•Mja FACE /' / % CqA STA.16+13.66 -L- BENT CRAVEN g�R� /. �CONTOL LINE BENT 3 IL ' 1 COUNTY F[! I CONTROL LINE I ; STATION: 14+62.00 -L- BENT1 2 BENT 4 BENT 5 °QQ qurinun SHEET 1 OF 3 REPLACE BRIDGE N0.176 CONTROL LINE i•' CONTROL LINE CONTROL LINE ° '•;'' I � � d Z:oFEnaio.4��`.- STATE OF NOMtx cARarrrA BEAL�'r: _ DEPARTMENT OF TRANSPORTATION t: % ; j 1 — 3• 2183E I = RALEXCH EXISTING dt•�.� STRUCTURE % ��,*4E.,r, GENERAL DRAWING 31•-4/6• 50'-1Y4' 70'-1Y4- 50'-1-Y4' 50'-1-Y4' 51'-4%6- FOR BRIDGE OVER SOUTHWEST PRONG SLOCUM CREEK ON oeti�E"A� SR 1763 (CHURCH RD./ 303'-3%" FILL FACE TO FILL FACE a40s ' MILL BLVD.) BETWEEN EA SR 1757 AND SR 1753 PLAN ' REVISIONS SHEET No. DRANN BY , H.T.DIEU DATE, 9/21/11JGAh PLIES NOT SHOWN IN PLAN VIEW „+ L � Bra DACE, en DArE, s-r 26 131 CHECKED BY, D.E.HENNESSEE DATE, / 5/1 •y/�TJ 1 -•4t' 14-NAV•2012 09d8 Re\Strueturea\PW*\atr)\844B8_SD_CD-OI.COn lout ton