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Home My WebLink About20191231 Ver 1_Revised Permit Drawings B-4414 Nationwide CAMA Beaufort_20210325CP N c IT s ;71- E a 0) IT C 3 0 L 0) 0 0 N E 0 0 L C 0) 0 0 U 0 L 0 � ▪ -o • L m0 O U ooL Np N NZ L NX= See Sheet 1A For Index of Sleets See Sheet 1B For Convention/ Pion Suet Symbols See Sheet 1C-1 For Survey Control Sheets VICINITY MAP ��—♦ OFFSITE DETOUR Tp SR1718 YEATES� D STATE OF NORTH CA I� OLINA DIVISION OF HIGHWAYS BEA UFORT COUNTY LOCATION: REPLACE BRIDGE NO. 43 OVER PUNGO CREEK ON US 264 TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE STATE STATE PROJECT REFERENCE NW SHEET TOTAL SHEETS N.C. B-4414 1 STATE PEW. NO. P.A.PROANO DESCRIPTION 38358.1.2 BRSTP-0264(31) PE 38358.2.1 WA RAW & UTIL. 38358.3.1 WA CONST. [PERMIT DRAWING SHEET 1 OF 6 WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT B-4414 -L- STA. 19 + 75.00 OLD US 264 SITE 1A US 264 SITE 1D SITES 1B & 2 • SITE 3 SITE 1E 0 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. END TIP PROJECT B-4414 -L- STA. 2 9 + 75.00 SITE 1F • I �� / / TO SR 1609FREE UNION CHURCH ROAD INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA 50 25 0 50 100 ADT 2020 = 5720 I i I I I _l_iali ADT 2040 = 7800Q D = 55 % 50 25 0 50 100 T = 7 % * 1 I I I I 6\ft..—LrM1 V = 60 MPH PROFILE (HORIZONTAL) * (TTST 3% + DUAL 4%) 10 �5 0 10 20 FUNC CLASS= It, PROFILE }}IIICAL) h REGIONAL TIER DESIGN PLANS MINOR ARTERIAL PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4414 - 0.159 mile LENGTH STRUCTURES TIP PROJECT B-4414 = 0.030 mile TOTAL LENGTH TIP PROJECT B-4414 = 0.189 mile Prepared DIVISION OF 1000 Birch Ridge Dr., TGS TGS ENGINEERS jj 706 HILLSBOROUGH ST. For: HIGHWAYS Raleigh NC, 27610 BP PH 733-8887 IC L CORP. LICENSE NO.: C-0275 SUITE 200 111 RALEIGH, NC 27603 2018 STANDARD SPECIFICATIONS V. MARCUS LOWERY,_ P.E. RIGHT OF WAY DATE: JULY 30, 2019 PROJECT ENGINEER DAVID STUTTS. P.E. LETTING DATE: APRIL 21, 2020 NCDOT CONTACT HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. SIGNATURE: PROJECT REFERENCE NO. 1 SHEET NO. PNICI(1MC Cr' 00 1\Drawings\b4414_prm_w et_psh_04.dgn DETAIL A CHANNEL CHANGE ( Not to Scale) of e) D Min. D=1.5 Ft. B=10 R. b=5 Ft. raut. Clwnn6 t. Natural Ground Fill abandoned stream . th Class II Rip -Rap Proposed Fill Slope =ROM -L- STA 23+20 TO 24+25 LT ROCK PLATING CLASS II RIP RAP (GRANITE) -L- STA 21+25 TO 23+85 LT BEGIN TIP PRO CT B-4414 -L- POC Sta. 19 + 75.00 SITE 1A < - WOODS «w PROP. SBG -L- STA 23+41.00 TO 23+71.48 LT JOHN TANKARD JONES t' ± dt ± PROPOSED TOP OF BANK 'RADLEY EDWARD NIXON SITES 1 B & 2 SEE EROSION CONTROL PLANS FOR MATTING LOCATIONS CHANNEL CHANGE SEE DETAIL A EST 150 TONS CLASS II RIPRAP (GRANITE) 320 CY DDE 1, e, 'TA * 6Z ±,4>a 5 i JODS - US 264 28'85T TTIF-TiW- PROP. SBG -L- STA 20+94.87 TO 23+82.20 AT JOHN TANKARD JONES IFOR STRUCTURE PLANS, SEE SHEET S-t THRU S-??] 40 30 20 d< Q10=12 FT5 V10=03 FOS SITE 1 D SITE 1 E FILL ABANDONED UT TO PUNGO SWAMP (SB) WITH CLASS II RIP RAP EST. 130 TONS) UP TO ELEV. 1.0' AND EXTEND OUT TO MATCH ADJACENT PUNGO SWAMP STREAMBANK (APPROX. 3:1 SLOPE) 8 TAIN 1 51 fir.-5:??.•I I eta t CLASS B RIPRAP 1 TON, 5 SY GEO CLASS B RIPRAP 1 TON, 5 SY GEO (DO NOT KEY -IN THIS RIPRAP PAD BELOW EXISTING GROUND TO PROTECT WATERLINE) WETLAND IMPACTS STREAM IMPACTS Excavation in Wetlands Permanent Fill in Wetlands Hand Clearing in Wetlands Impacts in Surface Water Surface Temporary Impacts in Surface Water / //// / ///// W/ %r 1 l 10 0 1n -10 i• -20 BEG(N •- GIRADE L- STk-111.9+75.00 EIEV=5.34' • AI/LUNG AND OVERLAY • -L- STA 19+75 TO STA 21* 0 PI - 21+70.00 EL = 6.4Y VC = 180' K -235 Q10=0.8 FLS V10=0.2 FT5 +11 H 1111_ PROP. EXCAVATION TO ELEV. 1' (TYP.) EXISTING BRIDGE TO BE REMOVED DO NOT KEY -IN RIP RAP WITHIN 3' OF WATERLINE TO PROTECT WATERLINE. SITE 1C CLASS II RIP RAP (STRUCTURES ITEM) (TYP.) NTAIN AROUND DO NOT KEY -IN RIP RAP WITHIN 3' OF WATERLINE TO PROTECT WATERLINE. �I Q10=0.3 FTSS M� 11 VIO=0.2 FT5 _ 1-,'- CLASS B RIPRAP ! /1 TON, 5 SY GEO �Y} ± ± / _L- STSBG 25*+75.60 / TO 25494.86 EY 3 ± Q10=0.4 FT/5 V10=0.2 FLS Y _ PROP. SBG -L- STA 25+ 6832 TO 26+41.9 RT CLASS B RIPRAP 1 TON, 5 SY GEO SITE 1 F PERMIT DRAWING SHEET 2 OF 6 END TIP PROJECT B-44I4 -L- POT Sta. 29 + 75.00 WOODS - skimp ±-: _ 51 r. fz2 Y - a * -- : -%Y t de WOODS ± Y 51 ± 5 ELVA K. MASSE DO NOT DISTURB 12" PVC WATERLINE TO BE RETAINED FOR FULL LENGTH OF PROJECT. CONTRACTOR SHALL NOT PARK EQUIPMENT OVER TOP OF 12" PVC WATERLINE FOR AN EXTENDED PERIOD OF TIME BRIDGE NO. 43 36' PRESTRESSED CONC. GIRDER SKEW ANGLE = 75° TAU I +1 7711 i-I I4-a +r- 41-1 1 1.1 1 I EXISTING BRIDGE TO BE REMOVED ,BEGIN BRIDGE F- STA. 24 -P00 BC (+J.3►33!° r. 690.5487% [+11.3133Y.--- I I + htl-r-h+ I ++FI t l l +-FF++itFt+-h+itY + I I I 1++ti-+1ti+1 t1-Ft-1 t+ I t I f 11 11 1 1 111111111 111111111 111 I-..1 ' , 11111111 BEGIN CHANNEL CHANGE I L- STA 23+20 LT EL=-2.08 PROP. EXCAVATION TO ELEV. 1A' UNCLASSIFIED STRUCTURE EXCAVATION (STRUCTURE PAY ITEM) D CHANNEL HANGS. .+1 11Hrt+++. EL =- .50 - - Ill III it 1 # 11 __40 1111 r1111((11 IIr11(III III )Illllli (III III ■w - _wwwww ww ■wrJr� ■ �■■ Ell: .......... a uw■ • .......I■ .■ i�.W■I ......... i■ ■■Iiliwi i■ ■■uww .4 ■■w■ 18 19 20 21 22 23 24 25 26 PI = 24+70.00 EL = 10.35' VC = 375' K = /54 BOW SIDE LOW CHORD END BRIDGE -i- STA. 25 + 57.00 EX. CRUTCH BENTS TO BE REMOVED PROP. EXCAVATION TO ELEV. 1.0' UNCLASSIFIED STRUCTURE EXCAVATION (STRUCTURE PAY ITEM) M/LUNG T v B-4414 RNY SHEET NO ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RI 6 TGS ENGINEERS TGS ENGINEERS 706 HILLSBOROUGH ST. SUITE 200 RALEIGH, NC 27603 PH (919 773-8887 CORP. LICE NO:. C-0275 ,!N US 269 28' 8ST T I -r 51r v / I -WM LSI!i.RLTI/W 1E�iHEW EIIRSRS H SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSInIP (N.TSJ B-77 B-77 \ 41q.e g4' � - t\ 0111{ Gl y Q T - -FL,Olr lu2OA\�\P' t 7r. a , B-77 PI = 28+75.00 EL = 5.78' VC = 180' K = 393 1--715" AND OVERLAY -L- STA 28+75 CONCEPTUAL TEMPORARY WORK BRIDG= TO STA 29+75 {CONTRACTOR DESIGNED) WHICH SHALL. HAVE MINIMUM .LOW CHORD ELEVATION OF 5,0 FT.) c......._:.: _M AR: •r• .: III ' l 11 I rlIIIrl r I I I l 1 1 1 I RAILROAD SPIKE IN BASE OF 16" PINE 1 .11 h ILTBM#2 60.83 OF -L- STA 25+47.37 ■■■■■ I ELEV. = 3.37' ■w• ■ w■ w■wwAw■w■w■w■ w■w■w■■■w■■ ■■w ■■■■www■■SWIM■• 27 28 29 B-77 P.S.=PAVED SHOULDER EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE END 'GRADE Ill- STA. 29+7$IJ00 FEU =5.11' BRIDGE HYDRAULIC DATA DESIGN DISCHARGE _ DESIGN FREOUENCY = DESIGN HW ELEVATION = BASE DISCHARGE _ BASE FREOUENCY = BASE HW ELEVATION = OVERTOPPING DISCHARGE = OVERTOPPING FREQUENCY= OVERTOPPING ELEVATION = .OVERTOPPING ELEVAT/ON LOWEST HIGH POINT ON WHICH OCCURS AT SAG 4838 CFS 50 YRS 4.3 FT 588/ CFS 100 YRS 4.9 FT 6300 CFS 100+ YRS 5J FT= REPRESENTS DECK/ROADWAY -L- STA29+81 9/18/2017 0 I EV E57TE TRIT = 0 FT 30 31 32 N 11 Mir/ 1.5 F. \ \ B=14 Ft. / b=5 PA Fl4amnd.,74 tLzn _ 1 2 0 i cs\PERMITS_Enviro 0 0 x mF ONO 0 NZ X i DETAII CHANNEL C ( Not to S D ANGE / 1 / l 1"/Ft. Nmuru Ground ;;;e. -Fill Sbpe ROM -L- STA 23+20 TO 24+25 LT ,-BEGINTIP PRO E B24414 L- POC Sta.19\+ 5.00 ROCK PLATING CLASS II RIP RAP (GRANITE) -L- STA 21+25 TO 23+85 LT i Tt;1A US 264 28 BST 1 -/ \\ ± 17'I \ \ \ 1 i \ 1 PROP. SBG -L- STA 23+41.00 TO 23+71.48 LT 1 ( i HN TANKARD JONES 1 \ \% BR -Y,_ \\\,,_;;� IT �' & 2, E pGI-cONTROL PLA,,S\ /i G TTING 1bCATIONS l\ - � �' TrIN RANNEL C Gd \ \ \ C / - I\ 0 CY DO (GRANITE) `\ N. ) t\ . a / / // / Q10=1.2 FT5 '1 \ -STA 24p+94.87 _ � / \ TO 23 H2.20 RT /\ / 5-- •/(� �/1 Cy-N I �/ \I L� 7 \J"` I / ' i / I ---\I c. JOHN TANK RD .gNtS / ( -k 1/� / �STE /11.) ,FOR STRUCTURE SHTS-?THRU592 �\ / `/ rj1 / / / \ \ ) / / .� i', / WETLAND IMPACTS Excavation in Wetlands Permanent Fill in Wetlands I I I I I I I I I I I V1O=0.3 FLS Hand Clearing in Wetlands BEGIN -IGI ADE - L- STA.119+75.00 ELEV- 5.34' MILLING AND OVERLAY -L- STA 19+75 TO STA 21+09 / /1 /') \ / / / PROPOSED T9P OF BANK RD' NIXON/ / // ^ \� -)/\ \ FILL ABANDONED UT TO PUNGO\ VAMPk- -r/ c \\ / \ WITH CUSS P (EST. 130 TONS) - ` 1 \ NC.TSY-' ELE . 1 01 /�Np' EXTEND OUT TO -" - \ "\\ �` \ --A1A1 SAD ENT 1UNGO SWAMP STREAMB�'NK/-1 \ \ \ (APPROX. 3i11 OIPE) / - - SFTE\lCj- \\\\' \\/ N // ./.... / i \\\\'3 e`J/) C J \\\\\\ \6' ==0 y F / /� \\ \\\\k\ I\°\✓ \ \ ei A%ohp RAP -0- \\ \ \\\\ \ J /1 STR jCTURES ITEM) N ,- \\\\ - 1 y\ �1 \ �. \\ \\\\\\1\\11 \ \ \ 11\\\\I\\ \\\\\\\\111°11111111111�\,l\ 1v o lt%L UMW suwsun iva.o..o. F aF 3F 5. � I 110; a + c =----_ -- - ..,=' s,?"E_alNakaotalW1L9sill ul.. _ -- • \71I1tmN' ,,.J11'1i1fl11IiIInt\_ I, Li ;zN11Cm,sei 4 T,I 1\_ Q10=0.3 FT5 V10=0.2 FPS TO 2 94.86 T- ST 25+75. 0 WOODS SITE 1 E TB 2GI 0/ QPERMIT IRAt ING rV /i SHE 3 F gib, 7/ �^7^ \ END TIP PROJECT B-4414 � _,, a =-I ,Sta. 2 + 75.00_ 74�- / - \ "1 1 \ \ G \/ /.. \ \ .. \--\ it J pri R 'mot \ \� O'7rr'T'ira� ts.✓(- :.Iiiio�rAL Afi,A• �-.=arc A.. ..ea LRVA EI.Y7' r►AWAWr aw�e.v�.� - imoi 1 P. EXCAVATION O 1' (TYP. CLASS B RIPRAP � p 1 TON, 5 SY fzEb` __ \ ' •"L Q104' O NOY IN RI AT RAP V10=0`Y ,(r PROTECT WATERLI WATERLI CLASSpmY\waD - 1 TOS S' Y GEO PAD 1111 BELOW EXISTINGT KEY -IN THIS GROUND TO RIPRAPRPROTECT 'WATERLINE) STREAM IMPACTS Impacts in Surface Water Temporary Impacts in Surface Water PI - 21+70.00 EL = 6.4r VC = 180' K = 235 M EIM MEMEMMIE NM En ME ME ME MMMMM ME ME ME ME NM ME MEMEWM ME • 111111111104, \\ Aakilifialli,,Her PROP.SBG \V �A\\��/ -L- STA 25+66.32_ i j\�LbX \ \\\\\\ \\\\u,' TO +41A9 RT ( STING\ IpGE ♦ \ \ \�/% ��\J1\1\�,'I \ \I I RIPRAP TO BE OVE I \\�\\\1II�\)\� "�'E:.r: Q70-•.4 /T° 5 SY GEO JiJ v1D�L.2 1 \ E`\1\F\ I \ �S1TE\ \RIP RAP i % \ 9I " I1 _WIT 3' OF WATERLINE \ -� �p III��IjiI(((,,F PROTECT WATERLINE. pa, NOT�DISTTURB 12" PVC WATERLINE TO BE WORK BRIQGE O l /\ -- -/�FOR\FULL LENGTH OF PROJECT. \ \ / CONTRACTOR $HALL NOT PARK EQUIPMENT OVER TOP OF 12" PVC WATERLINE FOR AN EXTENDED (CONTRACfT a R DESI\"NC j \ 1 ��-, PERIop-'OF finis BRIDGE NO. 43 36' PRESTRESSED CONC. GIRDER SKEW ANGLE = 75° CONCEPTUAL TE J+ i- .0 j WWW1 EXISTING BRIDGE TO BE REMOVED BEGIN BRIDGE STA: 24 +00.80 0 BEGIN CHANNEL CHANGE I --L- STA 23+20 LT EL=-2.08 PROP. EXCAVATION TO ELEV. 1.0' UNCLASSIFIED STRUCTURE EXCAVATION (STRUCTURE PAY ITEM) END CHANNEL CHANGE EL=¢1 0 • :+- I- -- R i f t E'ti 1 1 1 1 1 -L- US 264 rHOW SIDE LOW CHORD END BRIDGE -L- STA. 25+57-00 EX. CRUTCH BENTS TO BE REMOVED ELVA K. MASSEY / PROJECT REFERENCE NO ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TGS ENGNEERS TGS ENGINEERS 706 HILLSBOROUGH ST. SUITE 200 RALEIGH, NC 27803 PH (919) 773-8887 CORP. LICENSE NO.: C-0275 J' MAT HEW SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP (N.TSJ 1_7y• 8' I \ L P.S. = PAVED SHOULDER -L - B-77 PI - 28+75.00 EL = 5.78' VC = 180' K - 393 {-11)284% ( .6700% PROP. EXCAVATION TO ELEV. 1.0' - - - - - - UNCLASSIFIED STRUCTURE EXCAVATION 14TRUCTURE PAY ITEM)• I.. MILLING AND OVERLAY -L- STA 28+755 CONCEPTUAL TEMPORARY WORK BRIDG= TO STA 29+75 (CONTRACTOR DESIGNED) WHICH SHALL HAVE MINIMUM LOW CHORD ELEVATION OF 5.0 FT.) :I 1 11111111111 111111 RAILROAD SPIKE IN BASE OF 16" PINE 7-7-4 I-11ff fl I I I T 1 I I I I I 1 I I I LTBM#2 60.83' OF -L- STA 25+47.37 - ELEV. = 3.37' •••mi11'-'I1111111111111111111111 EXISTING GROUND PROPOSED GRADE LEFT DITCH GRADE RIGHT DITCH GRADE BRIDGE HYDRAULIC DATA DESIGN DISCHARGE = DESIGN FREQUENCY = DESIGN HW ELEVATION = BASE DISCHARGE _ BASE FREOUENCY = BASE HW ELEVATION = OVERTOPPING DISCHARGE = OVERTOPPING FREQUENCY= 4838 CFS 50 YRS 4.3 FT 588/ CFS 100 YRS 4.9 FT 6300 CFS 100+ YRS OVERTOPPING ELEVATION = 5J FT= ,OVERTOPPING ELEVATION REPRESENTS LOWEST HIGH POINT ON DECK/ROADWAY WHICH OCCURS AT SAG -L- STA29+8/ DATE OFOSITE VISIT = 9/18/20/7 ON ggi(e F ESITE TVISIT = 0 FT -10 -20 -30 -40 PROJECT REFERENCE NO. SHEET NO. WETLAND IMPACTS STREAM IMPACTS Excavation in Wetlands Permanent Fill in Wetlands Hand Clearing in Wetlands Impacts in Surface Water Temporary Impacts in Surface Water /F / W HAND CLEARING IN WETLANDS TEMPORARY SURFACE WATER IMPACTS (SITE 2) HAND CLEARING IN WETLANDS HAND CLEARING SITE 1 A IN WETLANDS SITE 1D FILL IN WETLANDS HAND CLEARING IN WETLANDS STREAM AND WETLAND IMPACTS SITES 1B & 2* *SITE 2 IMPACTS ARE NOTED. OTHER IMPACTS ARE SITE 1B. EXCAVATION IN WETLANDS FILL IN WETLANDS SURFACE WATER IMPACTS (SITE 2) SITE 1 E FILL IN WETLANDS SURFACE WATER IMPACTS -MAI _ AEC TEMPORARY SURFACE WATER IMPACTS �_� rltlavA.-- 6SE IIIIISIMIEWAril HAND CLEARING IN WETLANDS FILL IN WETLANDS EXCAVATION IN WETLANDS EXCAVATION IN WETLANDS PERMIT DRAWINGS FOR B-4414 BEAUFORT COUNTY BRIDGE #060043 PERMIT DRAWING SHEET 4 OF 6 HAND CLEARING IN WETLANDS FILL IN WETLANDS SITE 1C B-4414 5 RNJ SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER TG5 ENGINEERS 706 H LLSBOROUGH ST SUITE 200 RALE/GH. NC 27603 PH (9/9) 773-8887 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HAND CLEARING / IN WETLANDS VallIEWM111111MMaraMill ,,,,....,,,,.m._- 16&. OW PP°mi4W-- EXCAVATION IN WETLANDS HAND CLEARING IN WETLANDS SITE 1F T F _ELBOWS (2) T FO T FO 7.41-' 4 t� fir1. O reir, 5:1 5, fir. 4 + T LE FILL IN WETLANDS HAND CLEARING IN WETLANDS GRAPHIC SCALE 25 0 25 50 HAND CLEARING IN WETLANDS 0W 5 10 PROJ. REFERENCE NO. B-4414 SHEET NO. X —2 CO CO CO N CO rn a -a 0 7 01 0 0 w CO 0 d 0 0 7 m0 m o 00 NO N NZ � 50N NX� aa ma _.. ..• �.. _•.. ..•.. .•.. -•.. .. a •01 E...,1 :, 1111111111111i!11�° .11w1Ysaihrariawazm .1en111111rvti"111111111n•_m1. 11 W....I—: — —= ��....I1WW 11 .ME..I—II...1•.i i.��........��er��.�e1� 11 iI-/fii ES/ /14 .1=i111 1HLM 11 iMMERXJi.i 11 Imminlammommi d.7G.A A AG.G.idd000.i.AG.i.i.idG..i_7G7C. !!___!P!_ ___ _ 11 PIPll __ i G�io..! ROM l HMV M....\R/..i.T 7Aa ase•4 •.E.:JIA■1f 12•. %4�U :i►.i...ai111i1111G. /YI01 i EEEEMMU.... n�iIMIlir o G.i.d.. .i.id.G Ammo] 1.r11 vno■ Emu; 1.A ACT ....PM.M. CC-LR-CAA M 14M1111111� -2' III AAAM AAAM .i ...E .i 11� ^l\A<J......l�r1111411 =E. W t AMEMEMMMRAMMIr u— - -i mmm A2111'_11. I I:I: g1 W. - 0GAGAMG.Gi7 111 PERMIT DRAWING SHEET 5 OF 6 ■: I I II■_II:1■. - "'/41.'\►11'. 1 • 1 ''11a I . 111}• _CC I • MMEMMEMP=,MMEN MMEMMEMMEM 11 I .......__I!—=Meti"3-ViGIMMEMENEW=M I.....11CMMEM..•-7[ANE=—.IMMEma.4iQ/ I.RCINCIOMM.vM . i..E.i IcA.iiAMEI1riil\rr7.......M i o G.i.i.i0i07GG0i0i0R MMEM II CEME. I.IE.E. oii ^.... !ICEMEN ■■ OTIMME /ICEMEN 2 + 50.0 i rnnnn� ■�flJ! MMM N II M II M iI aL! m•meeePl.m.rePle:eMae.!aeo!ae W ^Gj.1 ROCK PLATING ..W...W .....W.....W 22 + 00.00 .......................... CCAMMUNKRAS 3.7 .....11111E iiiiiMriofiiiiGaG0i0i0000i0i0i0GG0i0a00G0i•i•iG•G0.Gi.i0.......iii000i 11II ..mllnC.. 7 7 77 17 Revised WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Stream Map ID 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) 1A L 19+74 to 20+69 LT Roadway < 0.01 1 B L 22+61 to 24+38 LT Roadway Pungo Swamp < 0.01 0.02 0.01 0.01 < 0.01 42 14 1 C L 25+22 to 27+62 LT Roadway 0.04 < 0.01 0.03 1 D L 19+74 to 21+05 RT Roadway < 0.01 < 0.01 1 E L 22+13 to 24+35 RT Roadway 0.04 < 0.01 0.02 1 F L 25+46 to 29+75 RT Roadway 0.04 < 0.01 0.05 2 L 23+08 to 24+22 LT Roadway UT to Pungo Swamp (SB) 0.03 < 0.01 105 9 TOTALS*: 0.12 0.02 0.11 0.04 0.02 147 23 0 *Rounded totals are sum of actual impacts NOTES: 1) Wetland impacts listed above are both 404 and CAMA Wetlands. CAMA wetlands are Sites 1A, 1 B, and 1 F (0.05 ac Permanent Fill, 0.02 ac Excavation, 0.06 ac Hand Clearing) 404 wetlands are Sites 1 C, 1D, and 1 E (0.08 ac Permanent Fill, <0.01 ac Excavation, 0.05 ac Hand Clearing) 2) <0.01 acres (approx. 25 sq ft) of Permanent SW impacts for interior bents at -L- 24+46 and -L- 25+01. 3) <0.01 acres of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 12/12/2019 BEAUFORT COUNTY B-4414 38358.1.2 SHEET 6 OF 6