Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink Aboutpermit plansSITE 1 DATE: 05-26-22 SHEET 1 OF 11 PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 2 SITE 4 SITE 3 SITE 5 50 10050 50 10050 10 20 10 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ C O N T R A C T : A R T MEN N A S O H D E P T O F TRA SPORT T IO N T A TEOFN RT CAR O LI N A NCDOT BRIDGE PROGRAM MANAGER VICINITY MAP (NOT TO SCALE) P R O J E C T : GRADING, PAVING, DRAINAGE AND STRUCTURE TOTAL LENGTH TIP PROJECT = 0.374 MILES LENGTH STRUCTURE TIP PROJECT = 0.019 MILES LENGTH ROADWAY TIP PROJECT = 0.355 MILES ENGINEER ROADWAY DESIGN 2018 STANDARD SPECIFICATIONS ONSLOW COUNTY ON US 17B - 5 6 5 2 B-5652 D % V =MPH %*T = = ADT =2040ADT K =% 55 5 60 * TTST =2%DUAL 3% 9 16,900= 22,300 LIMITS PROJECT B-5652 BRIDGE NO. 33 OVER WOLF SWAMP -L_DET- -L_DET- POC STA. 11+52.38 BEGIN DETOUR B-5652 -L_DET- POC STA. 27+15.34 END DETOUR B-5652 2022 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. P.E.45607.1.1 PLANS PREPARED FOR NCDOT BY: MICHAEL PEKAREK, PE JOSH DALTON, PE DAVID STUTTS, PE PEF ENGINEER PROJECT ENGINEER PEF ENGINEER HYDRAULIC ENGINEER ARTERIAL FUNCTIONAL CLASS STATEWIDE TIER TO JACKSONVILLE -L_RT- US 17 TO MAYSVILLE W O L F S W A M P -SBL- -NBL- -L_RT- POC STA. 29+73.00 END TIP PROJECT B-5652 2B-1 4 & 2B-2 5 & -L_RT- POT STA. 10+00.00 BEGIN TIP PROJECT B-5652 45607.2.1 R/W, UTL 45607.3.1 CONST. SUNGATE DESIGN GROUP, P.A. 905 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 ENG FIRM LICENSE NO. C-890 See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Symbols DECEMBER 12, 2022 NOVEMBER 22, 2021 www.mottmac.com/americas (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 LICENSE NO. F-0669 PRE ROW PLANS -L_RT- POT STA. 20+14.00 BEGIN BRIDGE -L_RT- POT STA. 21+14.00 END BRIDGE -L_DET- POT STA. 18+87.00 BEGIN BRIDGE -L_DET- POT STA. 19+57.00 END BRIDGE 1411 1408 1478 1808 1407 Dru m m er M o rto n R d . K e llu m K e ll u m L o o p R d . R d. Rd. 1325 1324 1327 1328 1326 1926 1327 14101918 Kellum 1409 1327 17 17 K ell u m R a m s e y R d . Lo o p H a llt o w n D r. 385416.47 2491083.98 2491083.98385416.47 23.35 WA WB WC WD WF WE WA IMPSON NGINEERS &SSOCIATESAES www.simpsonengr.com (919) 852-0598 (Fax) (919) 852-0468 Cary, NC 27518 Suite 200 5640 Dillard Drive LICENSE NO. C-2521 NAD 83/2011Submitted 8/22/2022 cr ,------------------------------------------------------------------------------------------------------T--:::::::::-:-::;;--;:��-=-:--:;�;::-;-:::-7c :::�P-•�o�J�EC�TJ_•�ESF,.,E�R�E=-N�C�E:�N_O�=· :::J:::�s..,H�E�E;T�N�O�.::J, "er PERMIT DRAWING 8-5652 28-/ � SHE ET 2 0 F 11 ROADWAY :IG:EET NO HY DRAULICS ENGINEER HAND CLEARING DATE: 05-26-22 FILL IN WETLAND DETOUR BDM VENTURES LLC WOODS TVFO- ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare in I e Office of: IIOTT � ��u:;:v:��a, NC 27526 P:U.CDONALD www.mottmac.com'amerioos SUNGATE DESIGN GROUP, PA 905JONES FRANKLIN ROAD RA LEIGH, NORTHCAROLINA27006 TEL(919)859-2243 ENGFIRMLICENSENO.C-800 FD -��¥7=-=-====='c==='"�:__:_-=..;UJ UJ ��z��;_��.,,.,=� v,-----=---=---=---=---=---=---=---=---=---=---=---=---=---=---=--US IT 32'8ST SBL --=---=---=---=---=---=---=---=---=---=---=-----=---=---=---=---=---=---=---=---=---=---=---=---=-EST 5 SYC�6r' � 1' ILt--=_--=_--=_�--=_ �M ; 1- r1 11 ---=============----====--===-==-�E ------===-=--� C(JNC W/ELBO ��'=t= G ---=-------EXISTINGR/W GTS '- .± :i: :i: :i: :i: ± '- "-- .,/ �- - - - ----- --wLif- _ SITE 1 0 JOEY L HUMPHREY - I -- ,,L ��'>)_,_.::,._>cs�--�-�-�-�--->Q:�"E-----,.,,----,-w _+�67-¥---,f--t:,S+�-;;;;--;;;;-;;;;,;-,--' ±rot�\ ±�±-<cs--$-fi;. LAT. 5' BASE DITCH SEE DETAIL #2 -':..,± ± __ .:t _,TDE---TDE-=----1'-TDt,; ± � SI / I/� 2' BASE DITCH W/CL I RIP RAP EST 240 TONS EST 500 SY GEOTEXTILE EST 193 CY DDE SLOPE�5.0% LENGTH � 260 LF SEE DETAIL #1 0 ROBERT DAL TON KELLUM 0 0 0 0 + C"'l C"'l 4. � tu 0 i Natural Graund DETAIL 2 LATERAL BASE DITCH (Notto Scole] I b I D '?i";,, 1",ft. w Min. D=2.0 Ft. B"'5,0 Ft, b=5.0 Ft. Fill Slope Natural DETAIL 4 LATERAL BASE DITCH (Notto Sc11l11) Min. D=2.0 Ft. Mox. d=2.0 R. B=-5.0 Ft. b=5.0 Ft. Fill Slope DETAIL 1 STANDARD BASE DITCH (Notto Stole) *NOTE: REMOVE ALL EXISTING PILING RUINS AS PART OF BRIDGE REMOVAL."When Bis< 6.0' FROM STA 15+50 TO STA 18+00 -L_RT-Type of Liner-Class I Rip-Rap FROM STA. 18+00 TO STA. 18+50 -L_RT- "When Bis< 6.0' B=J.O Ft. T e of Liner-Class I Ri Ra FROM STA.21+62 TO STA.24+00 -L_RT- FOR -L_DET-PROFILE, SEE SHEET 7 FOR -L RT-DESIGN, SEE SHEET 4 & 5 Submitted 8/22/2022 Natural Ground DETAIL 2 LATERAL BASE DITCH (Notto Scale] w I b I Min. D=2.0 Ft. g,.5,0 Ft, b=5.0 Ft. Fill Slope FROM STA. 15+50 TO STA 18+00 -L_RT- HAND CLEARING FILL IN WETLAND Natural DETAIL 4 LATERAL BASE DITCH (Notto Scale) "When Bis < 6.0' Min. D=2.0 ft. Mox. d=2.0 R. B=-5.0 Ft. b=5.0 Ft. Type of Liner-Class I Rip-Rap FROM STA. 18+00 TO STA. 18+50 -L_RT- Fill Slope DETAIL 1 STANDARD BASE DITCH (Notto Stole) T e of Liner-Class I Ri Ra FROM STA.21+62 TO STA.24+00 -L_RT- DETOUR DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare in I e Office of: 0 ROBERT DAL TON KELLUM . \ \� l r :J J ):c. �\ � ))\1 ,� *NOTE: REMOVE ALL EXISTING PILING RUINS AS PART OF BRIDGE REMOVAL. FOR -L DET-PROFILE, SEE SHEET 7 FOR L-RT-DESIGN, SEE SHEET 4 & 5 Submitted 8/22/2022 er r--------------------------------------------------------------------------------------------------------------------,------------,-------, u PROJECT REFERENCE NO. SHEET NO. C: " CD �INGR/W --- 0 JOEY L HUMPHREY Natural Ground DETAIL 4 LATERAL BASE DITCH (No1to Smle) "When Bis<: 6.0' Min. D=2.0 Ft. Max. d-2.0 Ft. 8-5.0 Ft. b=S.0 Ft. Type of Liner• Class I Rip-Rap FROM STA. 18+00 TO STA. 18+50 -L_RT- Fill Slope Natural Ground I / :fWUlF \. DETAIL 2 LATERAL BASE DITCH (Notto Scale} I b I D "!,';:,. lA,ft. w Min. D=2.0 Ft. B-5.0 Ft. b-5.0 Ft. FILL IN WETLAND WETLAND EXCAVATION MECHANIZED CLEARING SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS WOODS '± - -- - :£ - -± --::t'.- -��-: ---- � -- -LAT. 5' 13ASE DITCH Fill Slope EST 1,360 CY DDE SEE DETAIL # DETAIL 1 STANDARD BASE DITCH {Notto Srole) "When 8 is< 6.0' 8=3.0 Ft. DAYLIGHT DITCH AT WETLAND LAT. 5' BASE DITCH W/CL I RIP RAP POND EST 80 TONS EST 140 SY GEOTEXTILE ,)' EST 135 CY DDE SEE DETAIL #4 FROM STA. 15+50 TO STA. 18+00 -L_RT- BDM VENTURES LLC DETAIL 3 B-5652mt SHEET NO. ROADWAY DESIGN ENGINEER 4 HYDRAULICS ENGINEER BANK & SCOUR HOLE STABILIZATION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED [Notto S011111) Prepare in I e Office of: IIOTT � ��u:;:v:��a, NC 27526 P:U.CDONALD www.mottmac.com'amerioos SUNGATE DESIGN GROUP, P.A. STA. 20+57 -L_RT- 905JONES FRANKLIN ROAD RA LEIGH, NORTHCAROLINA27006 TEL(919)859-2243 ENGFIRMLICENSENO.C-800 PERMIT DRAWING SHEET 4 OF 11 DATE: 05-26-22 ,.-----f� .·· �VE EXISTING CONCRETE PIERS · 1' BELOW GROUND SITE 4 INSTALL CLASS I RIP RAP IN SCOUR HOLE & STREAMBANK STABILIZATION WOODS EST 105 TONS EST 150 SY GEOTEXTILE SEE DETAIL #3 2' BASE DITCH W/CL I RIP RAP EST 240 TONS EST 500 SY GEOTEXTILE EST 193 CY DDE SEE DETAIL #1 0 ROBERT DAL TON KELLUM *NOTE: REMOVE ALL EXISTING PILING RUINS AS PART OF BRIDGE REMOVAL. FOR -L_RT-PROFILE, SEE SHEET 6 LO 1-w w ::c (,/) w w (,/) 0 0 . 0 LO + M N (,/) I b2 ...J w z ...J :::c u FOR DETOUR DESIGN, SEE SHEETS 2B-l & 2B-2 Submitted 8/22/2022 .. --------------------------------------------=====:------------------------------------------------------- �==PR�O�JE�CT[R�E�FE�RE�N�CE;N�O;.�=t=�S�HE�ET�NO�. =� B-5652 4 � � 1-1-==�::::�j-�;�SH�E�IT=NfO=·==�;;;;;�;===� " F ROADWAY DESIGN HYDRAULICS C: ENGINEER ENGINEER Natural Ground Min. D=2.0 Ft. Max. d-2.0 Ft. "When Bis <: 6.0' 8-5.0 Ft. Type of Liner• Class I Rip-Rap b = S.O Ft. FROM STA. 18+00 TO STA. 18+50 -L_RT- Fill Slope Natural Ground w ��* * *J � � Min. D=2.0 Ft. B-5.0 Ft. b-5.0 Ft. Fill Slope FROM STA. 15+50 TO STA. 18+00 -L_RT- FILL IN WETLAND WETLAND EXCAVATION MECHANIZED CLEARING SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS DETAIL 1 STANDARD BASE DITCH {Notto Srole) "When 8 is< 6.0' 8=3.0 Ft. DETAIL 3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepare in I e Office of: SUNGATE DESIGN GROUP, PA STA. 20+57 -L_RT- 905JONES FRANKLIN ROAD RA LEIGH, NORTHCAROLINA27006 TEL(919)859-2243 ENGFIRMLICENSENO.C-800 PERMIT DRAWING SHEET 5 OF 11 DATE: 05-26-22 � / 0 / Ln"l /I I j \., ; f. �.c ovE EJIISTING \:oNCRm PrERs J I I .! ( kl /// 1' BEl.eW GROUND "_ l \ / l'l3TALL CLASS I RIP "I" IN SCOUR OLE ! &<--STREAMBANK STABILIZATION / WOODS \ � ( ( (ESY,05 TONS / " \ \ E,S'r 150 SY GEOTE>fflLE / ) � 1 EE DETAIL #3 / ( N \ \0 I =----" /' !)I\± LO I b2 ...J w z ...J I :::C � u SITE 4 □� 0 ROBERT DAL TON KELLUM *NOTE: REMOVE ALL EXISTING PILING RUINS AS PART OF BRIDGE REMOVAL. FOR -L RT-PROFILE, SEE SHEET 6 FOR DETOUR DESIGN, SEE SHEETS 2B-l & 2B-2 Submitted 8/22/2022 11 I 1. 11 il__- 11 11 11 11 --------- SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS HAND CLEARING FILL IN WETLAND / / / _/ SITE 1 8xl2 TRIPLE BARREL II II II II 50' 25' 0 50' 100' I I 11 I I 1111 I ===-===-I =:::::::::::: I SCALE: l" = 50' PERMIT DRAWING SHEET 6 OF 11 DATE: 05-26-22 PROJECT REFERENCE NO. SHEET NO. mt SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLAN§ DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOTE: REMOVE ALL EXISTING PILING RUINS AS PART OF BRIDGE REMOVAL SITE 3 I I I I 11-----\\ -�-----r----l -----� \\-----�- \ I � I I C\J �---- Submitted 8/22/2022 SHEET 7 OF 11 PERMIT DRAWING DATE: 05-26-22 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas SUNGATE DESIGN GROUP, P.A. 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 ENG FIRM LICENSE NO. C-890 B-5652 6 0 10 20 30 40 0 10 20 30 40 50 0 10 20 30 40 0 10 20 30 40 50 0 10 20 30 40 0 10 20 30 40 50 DITCH LEGEND RIGHT DITCH 0 10 20 30 40 REMOVE EXISTING BRIDGE (+)0.8375%(-)0.3042% 11 12 13 14 15 16 17 18 19 20 21 22 23 0 10 20 30 40 50 10 ELEV=20.3 PI STA 15+50 -L- RT (-) 0.6000% ELEV=18.5 PI STA 18+50 -L- RT 3.5' MIN. NWSE=13.0 WSE ON 12-17-18=11.3 (UNDER US 17 SB) EXISTING 3 @ 12' X 8' RCBC LOW CHORD LOW SIDE SKEW=90 DEG W/ 4'-0" END BENT CAPS 1@100' 54" PSCG CL GRADE ELEV=31.98 CL STA 20+64 -L_RT- (STRUCTURE PAY ITEM) EST. 54 CY AT CENTERLINE EXCAVATE TO APPROX. EL. 19.0 (STRUCTURE PAY ITEM) 1.5:1 NORMAL TO TOP OF BERM CLASS II RIP RAP(STRUCTURE PAY ITEM) 1.5:1 NORMAL TO TOP OF BERM CLASS II RIP RAP (ROADWAY PAY ITEM) STREAMBANK STABILIZATION CLASS II RIP RAP ELEV=13.0 PI STA 21+62 -L- RT (+) 5.462% 24 25 26 27 28 29 30 31 32 ELEV=26.0 PI STA 24+00 -L- RT FOR -L_RT- PLAN VIEW SEE SHEETS 4 & 5 PI = 19+10.00 EL = 32.45' VC = 190' K = 166 -L_RT- STA. 10+00.00 BEGIN OVERLAY BEGIN PROJECT EL. = 31.11' -L_RT- STA 17+50.00 BEGIN GRADE END OVERLAY EL. = 31.72' -L_RT- STA 21+50.00 END GRADE BEGIN OVERLAY -L_RT- DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1043 = 50 = 19.3 = 1849 = 100 = 19.9 = >3280 = >500 = 30.6 -L_RT- STA 20+14.00 BEGIN BRIDGE -L_RT- STA 21+14.00 END BRIDGE = 12-17-18 = 11.3 EL. = 29.54' N=385490 E=2491620 -L- STA 24+86.70 OFF 298.39' BM1: TIE IN 18" OAK BENCH MARK #2 -L_RT- -L_RT- STA. 29+73.00 END OVERLAY END PROJECT Submitted 8/22/2022 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 5 / 2 8 / 9 9 SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 7B-5652 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 10 20 30 40 0 10 20 30 40 50 0 10 20 30 40 0 10 20 30 40 50 0 10 20 30 40 0 10 20 30 40 50 0 10 20 30 40 0 10 20 30 40 10 11 12 13 14 15 16 17 18 19 20 21 22 50 (-)0.3472%(+)0.5444% (+)0.5444%(-)0.3021% (-)0.3021% 1.5:1 SLOPE TO TOP OF BERM CLASS II RIP RAP WSE ON 12-17-18=10.8 NWSE=13.0 1.5:1 SLOPE TO TOP OF BERM CLASS II RIP RAP SKEW= 90 DEG W/ 4'-0" END BENT CAPS SPAN ARRANGEMENT TO BE DETERMINED BY CONTRACTOR ASSUMED 3' STRUCTURE DEPTH DETOUR BRIDGE (OAL = 70') CL GRADE ELEV.=30.4' CL STA 19+22 -LDET- 22 23 24 25 26 27 28 (+)1.7966% DATE: 05-26-22 SHEET 8 OF 11 PERMIT DRAWING FOR -L_DET- PLAN VIEW SEE SHEETS 2B-1 & 2B-2 EL. = 30.54' -L_DET- STA 13+88.57 BEGIN GRADE -L_DET- PI = 15+70.00 EL = 29.91' VC = 180' K = 202 PI = 17+50.00 EL = 30.89' VC = 180' K = 213 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 662 = 10 = 17.3 = 1849 = 100 = 20.9 = N/A = N/A = N/A = 12-17-18 = 10.8 -L_DET- STA 18+87.00 BEGIN BRIDGE -L_DET- STA 19+57.00 END BRIDGE EL. = 33.64' -L_DET- STA 24+52.10 END GRADE PI = 22+20.00 EL = 29.47' VC = 200' K = 95 -L_DET- Submitted 8/22/2022 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ PROJ. REFERENCE NO.SHEET NO.0 6 / 2 3 / 1 6 20 20 30 30 40 40 50 50 10 10 16+00.00 20 20 30 30 40 40 50 50 10 10 16+50.00 20 20 30 30 40 40 50 50 10 10 17+00.00 X-3B-5652 -L_RT- 5 10 30.75 0.020 0.020 3: 1 3:1 12.50:1 2: 1 22.03' LT -L_DET- 14+63.64 30.72 0.020 0.020 3: 1 3:112.50:1 2: 1 27.23' LT -L_DET- 15+13.97 30.79 0.013 0.012 3: 1 3:112.50:1 2: 1 32.87' LT -L_DET- 15+64.37 SITE 1 DATE: 05-26-22 SHEET 9 OF 11 PERMIT DRAWING W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W E T L A N D W ET L A N D EXCAVATION EXCAVATION SITE 1 Submitted 8/22/2022 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 $ $ $ $ $ $ S Y S T IM E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ PROJ. REFERENCE NO.SHEET NO.0 6 / 2 3 / 1 6 20 20 30 30 40 40 50 50 10 10 19+00.00 20 20 30 30 40 40 50 50 10 10 19+50.00 20 20 30 30 40 40 50 50 10 10 20+00.00 X-5B-5652 -L_RT- 5 10 31.67 0.020 0.020 2: 1 0.028 0.0283:1 12.58:1 FINAL GRADING 13:1 31.72 0.020 0.020 2: 1 0.020 0.0043:1 7:1 FINAL GRADING 11:1 31.70 0.020 0.020 2: 1 0.020 3: 1 3:16:1 0.020 FINAL GRADING W E T L A N D FILL IN WETLAND W E T L A N D SITE 1 W E T L A N D SITE 1 W E T L A N D FILL IN WETLAND W E T L A N D W E T L A N D W E T L A N D W ET L A N D W E T L A N D W E T L A N D SHEET 10 OF 11 PERMIT DRAWING DATE: 05-26-22 SITE 1 FILL IN WETLAND Submitted 8/22/2022 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 12+72 to 15+05-L-RT ROADWAY FILL 0.04 0.02 15+40 to 20+43-L-RT ROADWAY FILL 0.19 < 0.01 15+39 to 16+98-L-RT DITCH 0.04 2 18+49 to 18+59-L-RT DITCH < 0.01 3 20+32 to 20+83-L-LT SCOUR HOLE RIP RAP 0.01 < 0.01 24 10 20+47 to 20+71-L-BANK STABILIZATION 25 4 21+43 to 21+73-L-RT DITCH OUTLET < 0.01 32 5 18+20 to 18+41-L-RT PIPE OUTLET 0.01 TOTALS*:0.25 0.04 < 0.01 0.03 0.01 0.01 49 42 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 11 OF 11 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS ONSLOW COUNTY B-5652 45607.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 05-26-22 Site 3: Temporary impacts for dewatering There is 0.01 acre of Temporary Fill in Hand Clearing areas for Erosion Control. Submitted 8/22/2022