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Home My WebLink About20201753 Ver 1_B-5303 Duplin 45_Permit Drawings_20210524_20210525 (2) Highway North Carolina Department of Transportation Stormwater o Highway Stormwater Program STORMWATER MANAGEMENT PLAN ..„„ "`°`e (Version 2.07;Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.83 TIP No.: SF-300045 County(ies): Duplin Page 1 of 1 General Project Information WBS Element: 17BP.3.R.83 TIP Number: SF-300045 Project Type: Bridge Replacement Date: 11/7/2019 NCDOT Contact: Derek Pielech Contractor/Designer: David Petty, PE(TGS Engineers) Address: Highway Division 3 Address: 706 Hillsborough Street-Suite 200 5501 Barbados Blvd. Raleigh, NC 27603 Castle Hayne, NC 28429 Phone: 910-341-2000 Phone: 919-773-8887 Email: drpielech@ncdot.gov Email: dpetty@tgsengineer.com City/Town: Rose Hill, NC County(ies): Duplin River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length(lin.miles or feet): 550 ft. Surrounding Land Use: Forest, Some Cropland, Rural Residential Proposed Project Existing Site Project Built-Upon Area(ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: Two 11'paved travel lanes w/3'grassed shoulders(6'with guardrail), and 3(H):1(V)to Two 10'paved travel lanes w/8'grassed shoulders. 12.5(H):1(V)grassed side slopes Annual Avg Daily Traffic(veh/hr/day): Design/Future: 1030 Year: 2038 Existing: 845 Year: 2018 General Project Narrative: This project was formerly central managed TIP B-5303 but is now Division managed State Project 17BP.3.R.83. Replacement of Bridge No. 300045 on SR 1162(Bay Rd.)over (Description of Minimization of Water Island Creek in Duplin County east of Rose Hill, NC. Proposed 125'long by 33'wide triple-span bridge to replace existing 86'long by 29'wide five-span bridge.The proposed Quality Impacts) grade will be approx. 1.5'above existing ground within the vicinity of the bridge and roughly matching existing ground by approx. 150'right and 150'left of the stream(looking downstream). Stormwater runoff on the existing bridge discharges directly into the water along the full length of the bridge. The proposed bridge will have no direct discharge into the water. No deck drains will be required. The stormwater runoff from the proposed bridge is to flow to four proposed catch basins, one in each approach quadrant. Stormwater runoff will be discharged at minimum practicable slopes,yielding minimum velocities and diffused with riprap pads at pipe outlets,which the existing drainage does not benefit from. All proposed stormwater runoff is discharged as far away from the stream and at lowest velocities as practicable. Waterbody Information Surface Water Body(1): Island Creek NCDWR Stream Index No.: 18-74-27 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters(Sw) Other Stream Classification: None Impairments: _ None Aquatic T&E Species? Yes Comments: American Alligator habitat present. Biological conclusion not required. NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no,justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) r CO \/ STATE OF NORTH C ,( R O L I N q STATE STATE PROJECT REFERENCE NO. SHEET TOTAL See Sheet 1A For Index of Sheets \\yl �l=�' d�� d�`� NO. R'RIE'S S M See Sheet 1 B For Conventional Plan Sheet Symbols o, ` ' 7 See Sheet 1C-1 For Survey Control Sheet N.C. 17BP.3.R.83 i 00 'hari DIVISION OF HIGHWAYS STATE PROD.NO. P.A.PROJ.NO. DESCRIPTION • 1102 17BP.3.R.83 WA PE 1102 17BP.3.R.83 WA WW & UTIL ,Q)0 40 o N 17BP.3.R.83 N/A CONST. M 1933 a 1934 J1 DUPLIN COUNTY 21 - 1,931 1162 ^I 1148 Murphey \� vs1148 J LOCATION: REPLACE BRIDGE NO. 45. OVER ISLAND CREEK PERMIT D RAW I N G p...,I 193 40 ON SR 1162 (BAY ROAD) Island Creek SHEET 1 OF 7 e • 1 • ' PROJECT l�l , LOCATION 11 �► TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE V 1936 40 �1 O 1162 WETLAND AND SURFACE WATER IMPACTS PERMIT VICINITY MAP �P°ti � • • • • • OFFSITE DETOUR +! '1 w 1 4 roil ti BEGIN PROJECT 17BP.3.R.83 0 n —L— STA. 14 +00.00 BEGIN BRIDGE CA n END BRIDGE END PROJECT 17BP.3.R.83 VINI -L- STA. 16+36.06 0 -L- STA. 17+63.94 -L- STA. 19 + 50.00 Call i i I A, L a a) a) a) a) a) ± ± ± ± ± ± ±a) a) a) a) ± ± ± ± ± ± ± ±IALa) AL AL AL AL a) / N * j5 IL REEK i E, I 1 ± J, J, J, ,, ,, ,L ,, \\t �� fs- ±- ± ± ± ± ± ± ± ± ± 1 ±/- --1—w. ± ± ± ± / TO SR 1148 WLE I I ROSEMARY RD/ MURPHY STORE RD TO SR 1936 _L- SR 1162 (BAY ROAD) > a ` GARLAND KING RD— --- . + _ + + + + + WLE—+— + +WLE + /__ y h /— _ _, /T �� _ == Ao - SITE 1 _W / , � � — __ a i a) a) a) a) a) a) a) a) a) a e , a) a) a - - Wa� a) /--- / ., - 0 , . . . . . . . . I a) a) a) a) a) a) a) a) a) a) a) \ e-__a / L a) a) a) a) a) a) a) a) I I a) a) a) a) a) a) a) T T a) a) a) a) a) a) a) a) 6 C a) E C 0 L — CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III(MODIFIED). DOCUMENT SIGNATURES C UNLESS ALL SIGNATURES COMPLETED `' • • THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. wPrepared For, HYDRAULICS ENGINEER cos) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS 7 N ADT 2020 = 865 1000 Birch Ridge Dr.,Raleigh NC,27610 50 25 0 50 100 BY' ®� R®�r� ADT 2040 = 1050 TGS TGSENGINEERS �y 0 PH(919)773-8887 Q .44 ENciNeeas 706 HILLSBOROUGH ST @r L PLANS K = 10 % = CORP.LICENSE Na: Q LENGTH ROADWAY PROJECT 17BP.3.R.830.080 mile SUITE C-0275 1- T D = 55 % RALEIGH,NC 27603 P.E. ® sy = LENGTH STRUCTURES PROJECT 17BP.3.R.83 = 0.024 mile SIGNATURE: IR 50 25 0 50 100 T = 6 % * 2018 STANDARD SPECIFICATIONS . g `'i" TOTAL LENGTH PROJECT 17BP.3.R.83 = 0.104 mile ROADWAY DESIGN V = 60 MPH RIGHT OF WAY DATE: N° V. MARCUS LOWERY, PE ENGINEER �2 PROFILE (HORIZONTAL) * TTST=1% DUAL=5% JULY 20,2019 PROJECT ENGINEER �p �®�� ooL O 10 5 0 10 20 FUNC CLASS = DEREK PIELECH, PE ®� TE�� zL r \ `'I.. MINOR COLLECTOR LETTING DATE: NCDOT CONTACT z v NXa l PROFILE (VERTICAL) SUB—REGIONAL TIER JULY 22,2021 P.E. �` SIGNATURE, /\ PROJECT REFERENCE NO. SHEET NO. H l7BP.3 R.83 4 RN SHEEP NO. INSET: P`L ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER CLASS II RIP RAP SEE SHEET 4 Ir' O Q10=0.15 CFS (STRUCTURES ITEM) O p �� Ln o V10=0.1 FTiS 3LANCHAR[ CO.INC N / ' Y O MAINTAIN 1•:1 O O AROUND ',DIUS APPROX.LOCATION OF CRUTCH BENTS CLASS B RIP RAP I\ E&B FARMS.INC E&B FARMS.INC CLASS B RIP RAP HONEY HILL/ LLC O / DOCUMENT NOT CONSIDERED FINAL I 1 Q19=0�19 CFS ± . m ± ± ± ± I UNLESS ALL SIGNATURES COMPLETED I / i ' ' 1 I .�. 10% SLOPE .�� cp ,C 1S `�'� 1i'\ TGS TGS ENGINEERS 1 / 1 gpCK PL971NG F M /C o I =0.O FT/J 706 HILLSBOROUGH ST.SUITE 200 l ' UL k 1 1 / i1I ± ± ± / ± _0 w0 S 111 1 / _��_ .1 CORP.LICENSE NO.:C-0275 48 POST& WW i ' WM w-- 1 L .* _. _ _. -� TWA' _= 4. _ _. L__. .± -.-±_ - / ExISi NG R/W _ _ ZEXISTING R/W 1 , O j.'j 1 - UX9R," ++ ..F.: WI \ - _ 1 w/ SOW e•mvC BM �- & i 1 --- 6" PVC - - €^ PVC tt — �cP __F ` iWran.msc.r�0tiiifiitiin " 1 � �°�. ri. �;� ---- -- -- " -- _ _ _ _ ow �I F I I I �� I -L- I GR.2(I ^�,r , „Air,„ �[{/�� 4 I I I L 1 SR u62 BAY ROAD 20 BST I SR 1162 BAY ROAD 20'BST ..y N 40r 32'26 E _,R 7;I ,, i 'J� -- I i F _ --- - ram./ vir� � 4 -- f F Cs— EXISTING .. .. .. _ _ ._ __ .. �— C F _ - F .r F Le EXISTING R/w .. .. iol .. _. .. .. .. i' —wte__ i'�\\� LTD o^L,_ r. �,/ -----/ ---- I / - r!?v± .. .. .. .. .. .. .. �i "- - "- - � .� y3'' CLASS B RIP RAP \`--WLw00DS - _- - / DON 17_,-- __,..-'BST//_ _ \ \WOODS WOODS IMI WOODS i i i i t . _ -. ± ± ± —�'— / - i i t i '"STANDARD 'V'DITCH / / m 8 / ± ± ± -SEE DETAIL A a- -_- ± ± ±\ Q / /3m CLASS B RIP RAP 47 -__ _ � / LOU ANN OSTADI / ��' - - wLe_ HONEY HILL LLC -------.5-1 / J, ± II o / LOU AN OSTAO�f __ ,n //1 ± ± ± ± ± ± ± ± ± ± ± ± ± t t IL I --A-_ %KB,---± IL IL ± ± i \ -± ± ± ± J: 1 VI / z 1 . . . . * * * -L ± ± ± ± ± ± ± ± ± 1 ± '' ± ± '' ± ± J, ± --1- ± ± ± ± J: 1 I` ° SKETCH SHOWING BRIDGE/PAVEJVENT RELATIONSHIP IN.TSJ VAR.WIDTH P.S. *`e I / E 2'-11" SBG 2'-11" ± ± ± 1 1 t t IL IL L ± ± ± ± ± ± IL ± ± ± ± -6 ± ± ± ± ± ± S -' ± TP SBG=SHOULDER BERM GUTTER IN T 7 I� DETAIL A J Y. 1 STANDARD N'DITCH PERMIT D RAW I N G o ` j o I —L— '7^J 0o SBG �� o blot to scale) Q10=0.16 CFS 7 J/ ^� Na,uml v10=0.3 FT/S SHEET 2 OF 7 r o qo o ,. 3. o� SBG O� 'i o � GRAPHIC SCALE $� '' 1 Min.D-1 Ft. 50 0 50 100 1' S'2'-11" 12 f 2,-11„ 1'-1" ' E- I FROM -L-STA.I6+OB TO STA.16+38 RT. `l FOR STRUCTURE PLANS, SEE SHEET S-. THRU S—. BEGIN APPROACH SLAB SBG D APPROACH SLAB SEE DITCH PROFILE Z ?? VAR.WIDTH P.S. -L- STA.16+25.36 P.S.=PAVED SHOULDER -L- STA.17+74.64 EST.DDE:11 CY 1111111111 1111111111 ■1■11111111 1 111■■I111II111111111"1111111111111I1■■uui■u1■■■■■■•i■■■■ EXIST,kG GRWID - PROPOSED GRADE LEFT DITCH GRADE 11111111111111111111 LT 24.32'• • SPIKE IN BASE F 18" GUM 11111111111 •r r • iiiniliorionillimiiiiiiiiiiiiiiiii RIGHT DITCH GRADE ,■■-111 1111111111111111111 111111111111111111111111 111=1111111111111111. , .111III111ir V =/294� illitipiiiiiii1111111.cr, IIIIIIIIIIIIIIIIIII ,STA .. O000 I� 0 il111111111 K = so i3 �iin GO1111111 / .� ._ .__ ._..� ■ , �' �� _. ___ _. uaiiil lMCA___ __—�._ 60 1111111111111111111 111H1111111=11111111111U••UII 50 _�.� ._ .____..._......,_..D._. II_ _. —_ .___ __—�... 50 m `11R1i1i.11r1.r.a��r_� •_�.� ._��RR�a��cal.cc�u.nil. '•�ag91l��■__. —__.___ __-�... rT��_-�.- _ _ _ - -- F - �_• -__.___ __-_... In - - SC' -- na' a'_ __=1-iZ-ri----_---_�.��_•—__ ----... 111111111111111111111111111111111111111111111111111111111 If)Or • • rr, i' --=--. __ ---r..i� - - - - - - ---.... al_ I 11 iI l 1 w 1 L��IIIE�I��II�111.� Nm..... i..0 1 111111111111111111 —•_LML '11 � EN i 11. I 0. ' / I K CLASS. TIE�� 1 �_,W ■_■____ :: 4-- N.A.,.. . ;: III• ��Q ISM BRIDGE HYDRAULIC DATA 7 —_az ._.____ \37 I I.,.I....,. �_____. .___.___ O —_ N _-_._ .mil.MPl_.L�_ ..I INIII1...11 �_____. .___.___ ,- �_� _a VI Sh aM•rr l l i2.-, uM u_'m_u' __=____. —__.___ DESIGN DISCHARGE = 1100 CFS N �� •�• '`r-�n rz..i•ai 1111111 ■ 1111 1 'f RI! i;�ri■■�■ ••••••�■• MEAN 30 �1' iitl!1I DESIGN FREQUENCY = k YRS 30 ,I !WIVE!;. a ' DEION = FT� IIII1111BA = CFS BASE FREOUEAICY = 100 YRS ION = 46D FT 1 20 I:rw.T �11T +• II Y II 'Tv OVERTOPPING DISCHARGECHARGE= 2300 CFS 20 LLL OVERTOPPING FREQUENCY= 50+ YRS OVERTOPPING ELEVATION = 45.4* FT ,OVERTOPPING ELEVATION REPRESENTS 0 LOWEST HIGH POINT ON DECK/ROADWAY 0 WHICH OCCURS AT SAG c -L- 25+82 0 DATE OF SURVEY = 7/8/20/6 WS.ELEVAT/ON AT DATE OF SURVEY = 42.0 FT - MI11111111111111111111111111111111111111 Z' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 InX PROJECT REFERENCE NO. SHEET NO. l7BP.3R.83 4 co / �/� - --\ �) <, IJ 1 O�1 RAY SHEET NO. / \ �\ \\ �\ / lI \\\ \\ \ (\ \\\ I\ II i I r'��-7 / -\ 1 \I r.\ vL ROADWAY ENGINEER DESIGN ENGINEERS / v v / V 1 / \� INSET: PI I __-� \ \ \ \\ \\ \ \ 1 1 / //// \ / / --1 /,LASS II RIP�P \ �I v v V / V A, 1 i // -- v / / / \ STRUCTURES ITEM) SEE SHEET 4 4 / 1 0�'' v N.v v \ I v v v v ) ,( 0=0.15"CFS I RYP.) �� p 1 p \ 1 I !// v(1 =0.1 FT/S I 1 BLANCHAR[ CO.INC N / I C1- 1 0 \ \ \ 1 1 \ 1111/ ) 7 \ —/ I l — --�\ \ \ -- \ / \ 1 I I/ / \ I \ / MAINTAIN 1•:1 \ ) / / S \ \ \ \ I 1/I 1 //O \ / AROUND •,DIUS APPROX.LOCATION OF CRUTCH BENTS \ / -'- / V A \ V \-� \ A\ I IIIII / / I / CLASS B RIP RAP -- / /�/��) / \ \ I II11/ i-� /E B FARMS.INC / / \ HONEY HILLILLC /�'\ \ `^•1 E&B\FARMS,INC \ I CUSS B RIP RAP / \ \ 1 1, / A IIIIII oA —_ VI/ J/ 1 \ \ / 1 II /- \ \ \ /�i ---\ �.�J �� / (�j / / DOCUMENT NOT CONSIDERED FINAL I I \ \\ \N \ / I 111i1 1 \\ / \ -� \ /-' T\\\ __ / /'/x�\N J) ( - \ /I / J/ / UNLESS ALL SIGNATURES COMPLETED 1 1 III/ \± \± I ± \�± \ ± I / 1r ' ' ± �_ 8" -_/��/ 1 \\ / -/\ // TGS TGS ENGINEERS / I \ C PLFjJING- M ( 10( I I 1�- •o e•+'S%/�' ///%/ \ `'rt 706 HILLSBOROUGH ST.SUITE 200 / / N / /1 1 ' ( \± \ 4 -L- T$ mT �- - I 'Y ± I" I / / i�- ±�-Ys ± ± ENGINEERS TA. +30 `1/� I \ / - I OODS \1 RALEIGH,NC 27603 k 1 v / '/,�I To ew�ar A I I — /— Wit: /w \ — /� / \ c}' 1--, 1 h 1 \ y - PH 919 773-8887 I 1/ \� �- � I' lei �.�e_ - r / 1 \ \ ( ) / / �� ---- ' • I / \ �\ 1 f1� ': � // .'�- / / \ m \ / / \ CORP.LICENSE NO.:C-0275 yy /�/ /i N /1 ± / ± ±I ± �� i 1 _ i ± ± ± ± ± ± \/ / l —A Ta ww �ti'f wIa-__ � / t - --- wilmakmE ,, > Ti, T� ,e �i — - _ _ \ �.� / EXISTING a/w x 7 — O _ _ 1 - L: - -� ICsT' E�=_ \:� - - - - -�... — �� %' Ex Si NG R/W = _ PyS _ _ _—_ �_ _ cd .ci:CiC2......1'1..,-Eewe ,..Mid° i"/ r. -- F — —��--......--ter-s - - ---- -_z ---_ —— -�--— OR.2 I �� /4 err I I --I-—— I � `— SR 1162 BAY ROAD 2d BST I I I I —L— l T f� I° ''-- SR 1/62-BAXRAAUT aBST --- N 40'32'26.0'E _ �! >✓r diJ irr,6.`B� — --- ^1 1 ----- _ �s - _ —�\-T-F - EXISTING R/W — -' -' - - - ' —— —— — - - — 11:— —- r ----EXISTING R/W ` — 4} — if 19$-1 �. 2 ±/ / -. —/j�j \ /5 / //� \ — T< T< T< T<. ' —= ' /o Ro = °-� -k� ± \ \ -- /- - • /// WI -� '- - - - l / ' .- \ C1 \ CLASS B Rle R7R -ice\ - /DON / / _ oos / 1 I i ! _-_ WOODS - i n6� T i \$ w000s -- / i' / �.� / WOODS j .\\ �( � � � � � � / \� / // (/ � _ \ T< � �- t��=� �i � �// 0�/�\\ ± i' / / , `� -- 1 '/ 'S1"RNDAAI[� V'DITCH G� �] // i �/ 1 /i � I I/III / l ) �� //// SEE DEFAIL?v A �-�w \ /42 �`// / / _ \L01l�ANN O'STADI /3 I I IJ� /� \ \ � '"SI .RI RAP�y �,d /), / �`\ --. -=- y/ HONEY HILL LLC 1 _ - _- i- 7 /il:\ I / �/ --� \ "16 // _*peg L/ -, 1 / - ±I II III �_�/� Du±AN IosT ±v.. ;± ��^ 1 w/�- _��--�� —� \ v l v I 1 /l r z / / e\ —�- m 9\ rm m * / �-- — ± ± ± ± ± ± N t ± — � 1 ± V ± ±/ ± ± ± _4 --± ± ± \-- ± ± I /A ° SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP (N.TS.1 VAR.WIDTH P.S. --'— "� — /-�_ E T 2-11" SBG P SBG=SHOULDER BERM GUTTER -lrr 1u 2'-11" �// -11 �' e DETAIL A \,— STANDARD N'DITCH PERMIT D RAW I N G o ' I �. o ^i I -L- c�3 Oo SBG ,�, o� \ INo1ro=�I*I Qlo—o.16 CFS SHEET 3 OF 7 Na uml Nuluml V10=0.3 FTiS / Ground Ground A = sBGS L' o° o� 3, D> GRAPHIC SCALE ■ --/ Min.D=,FL SO 0 50 100 11' 2-1 l r, ' 2'-11" E ' FROM -L-STA.16+�TO STA.16+38 RT. `l FOR STRUCTURE PLANS, SEE SHEET S-? THRU BEGIN APPROACH SLAB ES-BIG D APPROACH SLAB SEE DITCH PROFILE S-?? VAR.WIDTH P.S. -L- STA.16+25.36 P.S.=PAVED SHOULDER -L- STA.17+74.64 EST.DDE:11 CY 111111111111111111111111111111111111111 ' EXISTIIIG GROt/ND - - BM#1 -■ PROPOSED GRADE RAILROAD SPIKE IN BASE OF 18" GUM LEFT DITCH GRADE - - - - LT 24.32'OF -L- STA 12+66.74 SR 116.G RIGHT DITCH GRADE ELEV. = 49.67' ■ Pl= 17+00.00 EL = 49J6' BEGIN RADE 1 BRIDGE VC = 240' END BP.IDGE END GRADE pi= 14+75A0 1 -0 4 l-S4.A.161+36.06 I V = ph III -L-STA.-7+-63.94 -L STA.19-50.00 r EL = 4 z 60 GO E_EV=4765' VC = 150' ■ I ELEV=47.15 60 E K = /39 J CHUkO- L V = 60 mph EXI'-T o_ AD + _ 5050 ----— -A111 ( % (+>0 3 l- 1— 1 +- ,- — --r1 ——- N ill - I I II M I IIIIIIIIII II IIIIIIIII' _40bC 1�4�rr. I / K`AgP1140 • ••• BRIDGE HYDRAULIC DATA El iahJ -L- / HEEi M .G DESIGN DISCHARGE = 1100 CFS E ill s.oPEav DESIGN FREQUENCY = 25 YRS L 30 EL-V,4,4 c.r Rn RAP�1 P.I 30 DESIGN H� ELEVATION = 44.5 FT o 'SOP.XECAVAI ON IL LLLV.43.3'nY1,4. BASE DISCHARGE = 2550 CFS Y✓IrHCOIR FJ Ei MAT.NG (IYP.) BASE FREQUENCY = 100 YRS Ex15TING .EL WEN k 10 BE BEMOvV.I: V. - ' L AC<T10N 4.),-ER.CIBIICH MThTJ BN AMJIVEU 20 DOPE s c T dA« >t 3(FI4:1('/1lkAX TY> L' BASE HW ELEVAT/ON = 46A FT OVERTOPPING DISCHARGE= 2300 CFS 20 c, 1L OVERTOPPING FREQUENCY= 50+ YRS OVERTOPPING ELEVATION = 45.4* FT 'OVERTOPPING ELEVATION REPRESENTS n LOWEST HIGH POINT ON DECK/ROADWAY 0 WHICH OCCURS AT SAG 63 -L- 25+82 DATE OF SURVEY = 7/8/20/6 WS.ELEVATION AT DATE OF SURVEY = 42.0 FT rilliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ND Z 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 PROJECT REFERENCE NO. SHEET NO. l7BP.3.R33 / / DENOTES FILL IN ROADWAY SHEET EET NO. HYDRAULICS WETLAND ENGINEER ENGINEER 16\ * * * * DENOTES MECHANIZED * ** * * * CLEARING \ P' SITE 1 IMPACTS (INSET) //// DENOTES EXCAVATION WETLAND IN �� j` GS E/NG/NEERS �P` TEMP IMPACTS FOR COFFERDAMS, IF NEEDED. T T SU/TE2000ROUGR ST //� DENOTES TEMPORARY27603 //" IMPACTS IN SURFACE WATER rr PH (9/R.NC -8887 PH (9/9)7T3-888T EXCAVATION PERMIT DRAWING EXCAVATION IN WETLANDS IN WETLANDS SHEET 4 OF 7 Alk i ------ _ _ _ - R _, 7 v .._ 4 , ** * . * . : : * .* ,.. * * * * . . * * * * * .* * *_*-* �� ♦A , ,___� ��: ilk ,..._____ wu , _ __. i ,_,) „, * . * * * * * * * . * * . * . * ... ,. ,,,....„......., * * _ , �y, 117,411- ,� f ------------- 4\t i -'1 /''' '-> 474-.74-•> >•4> . ,7,-'' '.> >'7"--7- ' rilirlip - / 4f . A 4 I' , 4.1 A Alf 1111' r TB FL. / TB FL. GR. 2GI �/ AP Al �� #� GR. 2GI // er 7 i • I / � 4� I` ,0B FL.l TB FL. ; GR. 2G I Id GR. 2GI � �, 40..Aler // 7 I-- ,-N-w - i ---- _ ,. .0,,, ____ , _ . . ____ _ - _________ ..,_ R /- - .,.., J I it.,,,,1,,,..__.- ,/1.-?% L • . * ** * * * * * v 11 k � ` r• Rr �� * * . *** �� * 441 (.., E 7 \ y� i TD ' lil 3 E FILL IN WETLANDS g I GRAPHIC SCALE ^,S2iiiliuu 10 0 10 20 . NC0 I 0 5 10 PROJ. 17B RPEFERENRCE NO. SHEETX-1 NO. .3. .83 • "TO 1:0 40 RMIT r)RAW!NG 1E PF 1IIII,I� 11111111 SHEET 5 OF 7 T= ii 1_ .1•1•_1. 1!� - 11111 M;i m I� :::o:::: ■•- ,. .-.. co Lim —. .—. - ��ti•/1•./��f�..Y.Ii7� 1111 ..... 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N X-2 150 140 130 120 110 100 90 00 70 60 50 40 30 20 10 0 1D DO X 40 50 60 70 00 90 100 110 "20- "30 140 150 Sn 60 HI PERMIT DRAWING -r -0.025 0.025 r 9' SHFFT 6 OF 7 1 — "�" r i —J 1 47 65:.. _ _ 40 40 18 +OO.OQ in 60END BRIDGE -L- STA: 17+ 63.94 50 mz `al Le_ . 0.025 Nr 0.025 ,........j 11111,1K 5n e,7 57 _ ---------- - ----- -- I r + il!.1 10 RI10 NI oci 0.025 Nr 0.0250E1mi-11 XX eeleeleele®leeleeleelgel + 40---- __- ____ ------ ----�� U 'may___ - —- --- ----- r ------ 40 -- — —T �- 1 - -0 30 / +00.0 310 FO S!1 1 n T cn Fin 0.025 V 0.025 go a goI _ 47 57 \_ Lai __ III III i t --- -_ 4C1 I 16 + 50.00 --- 1)5• 3' _Filii--------- BEGIN BRIDGE —L— STA. 16 + 36.06 en E FP iiiiiiiill 00 w CO x M Lu X m 50 w ROCK PLATING w 3,y, - 0.025 0.025 .:1 I I 1 `- ----_ 47.59 ----—__---- to 40 = NOTE: 16 + 00.00 WLB WETLAND BOUNDARY L7� . 'W EX.R = EXISTING RIGHT-OF-WAY in m. ..-- NI-2 00 L - NoN PU L Nz� so ao 0 20 �10 00 90 Bo TO 60 50 40 1� rip �c Ra ap so 6o 70 00 90 100 110 20 o ao so x� 17 7 WETLAND AND SURACE WATER IMPACTS SUMMARY I WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Bank Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stabilization No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. (ac) (ac) (ac) (ac) (ac) (ac) (ac) (If) (If) (If) 1 -L- 15+31 / 17+85 Roadway/Bridge 0.007 0.004 0.015 0.044 50 TOTALS*: 0.007 0.000 0.004 0.015 0.000 0.000 0.044 0 50 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5/24/2021 DUPLIN COUNTY TIP: SF-300045 WBS: 17BP.3.R.83 Revised 2019 1114 SHEET 7 OF 7