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Home My WebLink About20200058 Ver 1_BR-0120_Permit_Drawings_20191220_20200114Highway North Carolina Department of Transportation Stormwater } Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 48829.1.1 TIP No.: BR-0120 County(ies): Pitt Page 1 of 1 General Project Information WBS Element: 48829.1.1 ITIP Number: BR-0120 Project Type: Bridge Replacement Date: 11/21/2019 NCDOT Contact: David Stutts, PE Contractor / Designer: Kisinger Campo & Associates Address: 1000 Birch Ridge Drive Raleigh, North Carolina 27610 Address: 301 Fayettville St., Suite 1500 Raleigh, NC 27604 Phone: (919) 707-6400 Phone: (919) 882-7839 Email: dstutts ncdot.pov Email: I imcnulty6a kcaeng.com City/Town: Stokes County(ies): Pitt River Basin(s): Tar -Pamlico CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 459 ft. Surrounding Land Use: JAgricultural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: The proposed typical section on either side of the bridge will be normal crown with cross slope of 0.025, and consist of two 10' lanes with 3' paved shoulder and 3:1 side slopes to existing ground. The bridge typical section will be supered towards RT with a 0.025 cross slope, and consist of two 10' lanes with 2'-6" shoulder. Existing roadways consists of two 11' lanes, with 3' unpaved shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 50 Year: 2016 Existing: 50 Year: 2016 General Project Narrative: (Description of Minimization of Water Quality Impacts) The project consists of improving roadway approaches as well as replacing the existing bridge. Existing drainage systems consist of low capacity roadside ditches and overland flow, all draining to wetlands and Meadow Branch. The existing bridge currently drains off the edge of the bridge directly to Meadow Branch. All existing drainage systems impacted by the proposed bridge replacement will be replaced with a proposed drainage system. Proposed drainage will be designed to maintain the same drainage patterns as the existing condition. Dissipator pads are provided at pipe outlets and areas where ditches outlet concentrated flow within buffer zones. Shoulder berm and gutter will be used to convey runoff from the bridge where it will be collected in the proposed inlets and discharged outside the buffer zone. Waterbody Information Surface Water Body (1): Meadow Branch NCDWR Stream Index No.: 28-103-8-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C None Supplemental Classification: Swamp Waters (Sw) (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body? 1yes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? I Yes Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) See Sheet 1A For Index of Sheets 30%�A4 Js w� ®e0SQ \✓• � �� J �w 7 J m � � m JN A � y ` P fm A A �A O4 O7N Plfl •, J�A A !lOiG 00 9F, i 9� A J \ � J� f Y TUCKER -BULLOCK RD. Jf ® \tea J� 1V ti A PROJECT LOCATION N / PITT COUNTY BEAUFORT COUNTY - o :f L N DETOUR VICINITY MAP STATE OF . 1 O R T I'1 CA R O l . l l DIVISION CAI. HIGHWAYS PITT COUNTY LOCATION. BRIDGE 730123 ON SR 1552 (TUCKER BULLOCK RD) OVER MEADOW BRANCH TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE RTATB RTAT6 PRODIGY REFERENCE N0. NO. WETS N.C. BR-0120 1 ATE PRO].N0. P.APRO3.N0. DeRCR�1'ION 48829.1.1 WA PE 48829.2.1 WA PW, UTILITIES 48829.3.1 2020001 CONSTRUCTION 9 O 2 m0 /�o �O E E t 'Y E I t t t t irx BEGIN TIP PROJECT BR-0120 `* -L- STA. 11+50.00 END TIP PROJECT BR-0120 1 ki k �,k- -L- SR 1552 (TUCKER-B CLOCK �I 10+00 15+00 TO SR /550 --- ------------------ ----_--_----- ---- --- , BRIDGE __________________________-I--- ____________________________________ I�___ _________-__ ______________ lk k i i i I k AL�L k E t� WETLAND & STREAM IMPACTS 12202019 PERMIT DRAWING SHEET 1 OF 11 PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL DO NOT USE FOR CONSTRUCTION UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Office of: HYDRAULICS ENGINEERw,,.u00,,,,, CAao'%, NC FIRM LICENSE No: 0-1E08 KCA301 Fayettville2.:'EESS/p••.,r �� Oa'��••••••'•/�ti'ei, 50 25 0 50 100 ADT 2016 = 50 LENGTH ROADWAY TIP PROJECT BR-0120 = 0.073 MILES ENite 15°° KISINGER CA RaleigN�NC 2T 1 R1R>eaz-EESE •4 i SEAL = B8®�py� V = 55 MPH T = 6%* LENGTH STRUCTURES TIP PROJECT BR-0120 = 0.014 MILES R ASSOCIATES • 043571 ®� 2018 STANDARD SPECIFICATIONS PLANS (*TTST 3°/D + DUALS 3%) 50 25 0 50 100 LOCAL FUNC CLASS = RURAL TOTAL LENGTH TIP PROJECT BR-0120 = 0.087 MILES RIGHT OF WAY DATE: SEPTEMBER 12, 2019 JONATHAN LANGSTON, PE SIGNATURE: EEInuuL010 �� ROADWGINEERAY SIGN N9•; PROJECT ENGINEER PROFILE (HORIZONTAL) SUB —REGIONAL TIER ;:ate° SEAL ®� O� 10 5 0 10 20 DAVID STUTTSPE NCDOT CONTACT' , SMU PROJECT MANAGER LETTING DATE: MARCH 17, 2020 ALLEN MCSWAIN co: 045983 o? — ------ -- '-�G' I NE`�'• �.` 9 VNAgp�� PROJECT DESIGN ENGINEER PROFILE (VERTICAL) A. SIGNATURE: a N 9 m m m c� mr 'r r SEE N(na NX] X m0F UNd Nr U0 WN( Q�s oc� ( PROJECT REFERENCE NO. SHEET NO. -L- BR-0120 4 PI Sto I5+76.52 L = 6' 34' 19.8" (RT) RN+ SHEET NO. F DENOTES FILL IN ROADWAY DESIGN HYDRAULICS D = 322'13.2' 0Q-p� WETLAND ENGINEER ENGINEER T = /976� a�pOo� 7 DENOTES EXCAVATION R = 1.700.00' �6 va IN WETLAND � Lr = 0RY \ `�� ® DENOTES TEMPORARY ��uo xoT se Fo CONSTRUMONNS Lr= /20' IMPACTS IN SURFACE WATER /2 0 PJ�y SNpSti h� 9 DENOTES MECHANIZED CLEARING i 'x 'Y Ile k 'x i i i CPO 4tQ J' J! J' m i fFiY SIR�WJ aFFi F% � �� D� QIIO�P¢ 1�3J- ��o DOCUMENT NOT CONSIDERED FINAL \ UNLESS ALL SIGNATURES COMPLETED J � NG FIRM LICENSE No: t., ........................................ E gFF1cE oF. KC>h 3g1 Fayetteville St., BM1 ELEVATION - 24.93 saite lsgg N } } } i i R< i / KISINGER CAMPO RaleigM1, NC P]601 / =STA104+19 L RT N 715991 E 2533024 ASSOCIATESo cfs BL STATION 32.22.00A&G INVESTMENTS J, ' fps RR SPIKE SET IN 18" PINE DB 3035 PG 39 T<;''� J' 8- J' J' T< J< J- J! p........................................ PB 43 PG 149 �� e PERMIT DRAWING SHEET 2 OF 11 S 'Y J, 'x 'Y 'Y 'Y i i i 1 1 1 - N' -k i SITE I�� T WA R EL 18. � — N AM. 12-6 B6. � � � � � � � N' N' N' #gam y ._ s w ESE BMI -----� m __________________________ I RIDG _________ BL-5 TO SR 1550 SR 1552 (rUCKE BULLOCK024 S'T'C�U.CY E - --- - _ ----------------------SR 1552 (lUCKfR BULLOCK ROJ __________ __ WW � —� � — _ 70 SR 155/ cj-E � \1 1 Nam I kSITE 3 MARJORIE R. BARNHILL *-� �� J< SITE 2 D8 1093 PG 744�/ PB2PG 259 �J-J-��J<�� /�Akl#� L k -k -k - -kJOE S SHRADER 'k -k Nk'k A I�l k I-k�� / STA = 14+22 L RT DB1411PG412 --k J' -k -k-1 - k Q10 = 0.2 Cfs PB2PG 259 J' z I -k V10 = 0.9 fps O R' �k k t�k �k �k I I I N' i i 'k'k 'r i i L1 \ L L L J Y J y Y W W+ W W+ y Y y Y L L y y+ L L+ y, y j till - - BM1 N ELEVATION 715991 = E 2533024 24.93 -- -L- SR 1552 (OVER MEADOW BRANCH) HI FFF`t`F - EL STATION 32+22.00 RR SPIKE SET IN 18" PINE - - ta --- Pl K=145 EL VC DS = 11+90.00 - = 25.06' - = 80' > 55 up Pl = 13+40.00 K=116 EL - 25 66' VC = 180' LQS > 55 MPH - Pt = 15+20.00 K=116 EL = 23.59' VC = 180' DS ) 55 MPH -- - * -- - - - - - - - — - _ r: - BE:l EL GRADE: -BEGIN BR DGE EN BRIDGE END-GRADE1 DO ip = 5.1 1 EL = 25.37 EL 25. 0' STA .16 EL=2396' l- 10. (+ 0.40 0%20 (-)0. 00. --- )0.-- -- - _ — — +)0. 0 0'. 2 — — - - - - BEGIN S 100 -- D rCH ED 4.1' ES EL= SUR END STA / ELEV= Y - - ITCH RT +68 -L- 22.0' SEL = 18.65 WSEt- = I8 - - - 7' I' - -EEJ I I --- I CLASS BE - OBS ON - BA --- II CH E RVED 5-OS K STA I I RIP R . 19.5' P = .2' —_ ION --- I STRUCTURE HYDRAULIC DATA BRIDGE DESIGN DISCHARGE = 700 CFS DESIGN FREQUENCY = 25 YRS DESIGN MN ELEVATION = 223 FT BCE DF/REQUENGE'Y l00 YRS BASE FREQUENCY ELEVATION = /00 r r OVERTOPPING DISCHARGE = 1225 OVERTOPPING FREQUENCY = 50+ OVERTOPPING ELEVATION = 23.9 A /1* Elr YR W - 25 -L- PROPO EL = YR W lO 01 - - - - I ILIZA --- - - - FOR STRUCTURE PLANS, SEE S-ITHRU S-20 --- I I -- I I --- I I I I I I I I I I I I I I I I I I I I II II I I I I I I 10 11 12 13 14 15 16 17 z 0 _N N m m c F F DENOTES FILL IN WETLAND DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES MECHANIZED CLEARING SITE 1 ENLARGEMENT PROJECT REFERENCE NO. SHEET NO. BR-0/20 4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Il�I81E1LIIA�IIN II8� 1�LANS W NOT USE PO CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGGNNATURES COMPLETED OC E OFFICE OF. K` 301—F5 Ste v1a5110e St., BISASSOG—ES Se(919AMPO )8E2C7.3. 1 AL :�L / PERMIT DRAWING -1 SHEET 3 OF 11 A-/-r!br% .. ..�.. .. .. S NG R/VV MAN ■■■1 \ , -� it :1 1� N. ��■10■��II� ijG��7i��8■l,- ti7 1'.1 17 D 13 1� --I -+— - E�- � L --iA- SCALE:��"�� 1"=20,f --E4� - R / vv MLJW -L- P1 Sto 15+76.52 L = 6° 34' 19.8" (RT) c� D = 322'13.2' 0Q-p� T = /976� a�pOo� R = 1,700.00' �p ya SE= 47 \ e `�� j P� Lr= /20' F, � / � � 90 m i f Viy WR II IT 10s..:. \�I IJ' J'DO 410tP¢ 193 QPo .;� � J' �� \ \+1 L�4 QkP�193 1DOCUMENT / 'V ........................................�' �' �/.NC J< J' J' J' i/ BM1 ELEVATION - 24. 93 iy< } } } } } -k N 715991 E 2533024 � -k A STA = 14 +19 L RT BL STATION 32.22.m0 A&G INVESTMENTS � k \ �a -` �. VI 0.7 fps RR SPIKE SET IN 18" PINE D3035 PG 39 \� � � � � ii -`� � � � � � � � � � � J<± � � J' � 43 PG 149 � � � � (, -k � � � � � � E � � � � � � e....................................... /T / \ k A, -k-k -.1,� w�1 T A RAJ N AM. k = BMI - - c--------- ------ m--------------------- 4'c TO SR 1550 _ _ _ _ _ _ _ _ _ 52 (lUCK�R BULLOCK ROJ - -- _ SR 1552_(rUCKE 243T'C�O.(YE _ _ ____c_ _____________ a _ MAR . ARNHILL D 1093 PG 744 /�'r k 1 kA PIS PG 259 JOE S SHRADER FAQ Q O = 0.2 cfs L RT DB PB 211PG 259 N' N' N' N' -k - N' � i A, i z& i N' i N' IV-k-k-k�--1,--1,-k fps O W+ W W+ y Y y+ L L y y PROJECT REFERENCE NO. SHEET NO. BR-0120 4 RNS SHEET NO. F DENOTES FILL IN ROADWAY DESIGN HYDRAULICS WETLAND ENGINEER ENGINEER 7 DENOTES EXCAVATION IN WETLAND ® DENOTES TEMPORARY uo xoT se ao CONSTRUMONN� IMPACTS IN SURFACE WATER DENOTES MECHANIZED CLEARING NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FIRM LILEN6E X0: L 150 301FayettevvlleSt.,2 , KCsaita1s99 XISINGER CAMPO 8a1giggh, NC 27601 8ASSOCIATES ( )882-7839 PERMIT DRAWING SHEET 4OF11 — — BM1 N ELEVATION 715991 = E 2533024 24.93 -- —L— SR 1552 (OVER MEADOW BRANCH) Eta — BL STATION 32+22.00 RR SPIKE SET IN 18" PINE — — --- PI K=145 EL VC DS = 1I+90.00 — = 25.06' — = 80' > 55 MPH Pl = 13+40.00 K=116 AllK=116 EL = 25.66' VC = 180' DS > 55 MPH — Pl = 15+20.00 EL = 23.59' VC = 180' PH— DS ) 55 M40 4g: -- — * -- I — — — — — 4gg — — — _ 30 Bl:-:GIPJ El- G RAD -BEGIN BRIDGE END BRIDGE END GRADE 0 _ _ 30 = 5.1 EL = 25.37 EL 25. 0' STA.16 EL=2396' 10. _ (+ 0.40 0% (—)/J 00% _ _RTF — — — 10 0 - - - BEGIN S 100 -- D rCH ED 4X ES EL= SUR END STA l ELEV= Y - - ITCH RT +68 -L- 22.0' SEL = 18.65 WSEt- = 18 - - 7' I' - - I I C BE OBS ON BA --- ASS II CH E RVED 5-OS K STA I I RIP R . 19.5' P - .2' —_ ION --- I STRUCTURE HYDRAULIC DATA BRIDGE DESIGN DISCHARGE = 700 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 22Z FT BASE DF/REQUENCY l00 YRS BASE liV✓ ELEVATION = 24J r r OVERTOPPING DISCHARGE = 1225 OVERTOPPING FREQUENCY = 50+ OVERTOPPING ELEVATION = 23.9 A 11+ YR W - 25 -L- PROPO EL = YR W 10 lO T*]�EV- � - - +ttt-- - I --- I ILIZA --- - - - FOR STRUCTURE PLANS, SEE S—ITHRU S-20 --- I I -- I I --- I I I I I I I I I I I I I I I I I I I I II II I I I I I I 10 11 12 13 14 15 16 17 PROJECT REFERENCE NO. SHEET NO. BR-0120 4 F F DENOTES FILL IN RNI SHEET NO. WETLAND ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SITE I ENLARGEMENT W NOT USE PO CONSTRUCTION DENOTES EXCAVATION �� y IN WETLAND — - UNLESS ALL SIGNATURES E OFFICE OF. SIGNATURES COMPLETED GNK&391F5.St . Ste l ga27691KSINGER CAMPODENOTES TEMPORARY 8 ASSOCI-ES (919)882-]839 IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 5 OF 11 DENOTES MECHANIZED `� A-/ CLEARING S N R/W w ♦ ■ � ^ -+-\ \ ___________________________ /mi cv `O 0 5 10 PROD. REFERENCE NO. SHEET NO. N BR-0120 X-1 0 1 1 0 1 0 0 40 - 1 20 ittt0 0 1 0 1 0 1 0 I u i u u — ---r\ III III 1+ 1 1, 1 1 T r% FF 1, \ I / 1 A 1 goll C\ IIII I N II III — S 1 1 r rT 1=CI ./ 6 ..�. 0 -1 � I li m - - - - -- - - - I - i - - - - TFFR - - - - - - - --- --- --- --- ------- --- - --- -- -- --- 4 ------- ------- -- - --- ------- --- 0.025 0.025 n TF _ -- — ------ — 57= 24 93 _ 3:� — ---- _ — — — lilt Eli - --- --- --- ---- --- 12 --- + ----- 0.00 - Al - - - - - - - ------- ------- ----- ----- A] I l� T�Vii -o _-- __ — _--_—__ _ _ 0.027 0.017 g. _ Hill E a S 0 N 0 Ir 0 m C O / Hill 0 G J CT — 0 o — — W — — — TFI Wdliitit i— — — — — — — — — — — — N - - V (L N O m N 1p - Hill TM r O] O]M �lnU �XY �NQ Nn - ' PRELI (NARY PLANS Um WN O� C Q: o�C 1 0 0 1 0 1 1 0 0 0 50 40 20 1 1 20 40 50 60 0 1 0 1 0 1 0 1 0 0 5 10 PROD. REFERENCE NO. SHEET NO. N BR-0120 X-2 0 1 1 0 1 0 0 40 - 0 0 1 1 2 0 50 100 To I u i u 1 u ► 1 II'r m,n1\.1 P� In A, \ / 1 A 1 /'�� 1 I GG Gl GG GOo 7 =�',EE ;'' v - - - -- - - - - - - - -- - 3; - - - - - - - --- --- --- --- ------- -- t_ 0. 25 0.025 - - --- / 2423 - - -G # ak a- — ------- HH _ wo I ro - --- wa - _ - - _ - _ - - . LO0 I hill E e N 0 TH K 0 W_� nt_�_ -- # FL_ --- - ------- C 3 Q ---------- --- O / y C N C � V --- - -- - ------ - - --- W I IRC 7+ f, - HE T4 i 3� LLl d i_LL T - - I - -_ - - - — - - - ti Q .n I M 0. 25 0.025 +111 N O m N m ----- --,H+44 Hill hill 4�� Ttr O] m^ 12 + O.oO �^ �Q GNU �XY 44 �0F �NQ N^ Um WN O� C 00C 0 1 0 1 1 0 0 0 50 40 1 20 AID50 60 0 100 1 0 5 10 PROL REFERENCE NO. SHEET NO. N � BR-0120 X-3 0 1 1 1 0 1 0 0 40 01 D 20 100 1 0 120 1 u 1 u U - F o> z� as J� i 0.)25 0.025 - 23 tt - 419 4 14 +- 0.00 - - - Mill - - - - -- - - - - - - - - - - - - - - - - - - c m 0.025 0.025 — E ti m N 0 K 0] C Q I Hill 13 + 2.42 o- -- - - -- W n ""I TA iT* I - - � i I i .000000. oo -- _ — — — 1391 11 - d N O m N m O] O]M GNU �XY �0F �NQ N^ Um WN O� C o�C 0 130 1 1 0 0 0 50 40 1 20 40 50 60 0 100 1 `O 0 5 10 PROD. REFERENCE NO. SHEET NO. N � BR-0120 X-4 0 1 1+41 0 1 0 0 40 - 1 D 20 0 0 100 1 0 120 I u l u u 1 bf j 1 EL \/\/ \JI 11' 1 1\ II 11 . 1 1 1I %-11 - - - -- -�- - - - - i --- --- --- --- ------- -- i - I 'n �- ------ - 2360 ---- ---_. lot - 19 +- - - - - - - a - - - .. -- - - - - - - - - - - - - wo 1m - --- -- -- -- - w u - - - - - -t--- -- C rn ; I y -- - -41 23 34 - --L- E e N 0 K O] fu m C 3 Q 15 + 0.00 --- - -- ------ --- y C E - - - C 0 C W H - r FT - - - - W d Z � im m q i n tiH - T d N O m N m I Hill Hill O] O]M ------------- ---- -- --- -- -�Q NU -XY olQ N^ Um WN O� C Q: o�C 1 0 0 1 0 1 1 0 0 0 50 40 20 1 1 20t4 40 50 60 0 1 0 `O 0 5 10 PROD. REFERENCE NO. SHEET NO. N11110111 � BR-0120 X-5 H 0 1 1 0 1 0 0 40 - 1 20ttt-t 0 0 1 0 1 0 I u u V q n1 1�' I ► 1 119• P� F1 I, \ / 1 A A /'�� III F� 1�' I 1 1�� II m,n n l / ♦ 11 II 1 1 1 Ff L�� 1 \J-1. ,C► 4/\./ 1 1\JI II 11' 1 1 +I \..% 3111 1 IC:':.I 10 MAW It N R E T 0 ------------ — -- x --_--_ — — -- 2396 - ---- E S 0 N 0 - - K 0] m C Q 44 O FTFF / ti 0 E C C W H - - _ - - - W d Q n M _ - O m T IL N Tt m O] its 4 — — — — — — — �M W� ~n nQ U MxY �NQ N^ WN O� C Q: 1 0 0 1 0 1 1 02 0 0 50 40 20 1 1 20 40 50 60 0 1 0 00C WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type 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) 1 13+18.04 / 13+46.98 -L- Proposed Bridge < 0.01 < 0.01 < 0.01 2 13+59.43 / 14+10.66 -L- Proposed Bridge < 0.01 < 0.01 0.01 < 0.01 3 14+00.00 / 15+22.71 -L- Roadway/Rip Rap pad < 0.01 TOTALS*: < 0.01 0.02 0.02 0.02 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands = 218 sf Revised 2018 Feb