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Home My WebLink About20191280 Ver 1_BR-0110_PERMITS_WETLANDS_9-20_20190926hlighwdy North Carolina Department of Transportation Stormwater Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 48819.1.1 TIP No.: BR-0110 County(ies): Beaufort Page 1 of 1 General Project Information WBS Element: 48819.1.1 ITIP Number: BR-0110 Project Type: Bridge Replacement Date: 9/23/2019 NCDOT Contact: Contractor I Desi ner: Kisin er Campo & Associates Address: Address: 301 Fayettville St., Suite 1500 Raleigh, NC 27604 Phone: Phone: 919 822-7839 Email: Email: nkingC&kcaen .com City/Town: Count ies : Beaufort River Basins : Tar -Pamlico CAMA County? I Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 510 ft. Surrounding Land Use: I Mostly aggricultural, with a high school to the east of the bridge location. 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 0.02, and consist of two 11' lanes with 2' paved shoulder and 3:1 side slopes to existing ground. The bridge typical section will be supered towards RT with a 0.04 cross slope, and consist of two 11' lanes with 4'-5" shoulder. Existing roadways consists of two 11' lanes, with 3' unpaved shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 610 Year: 2016 Existing: 610 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 within the project limits will be analyzed for impacts. 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. Waterbody Information Surface Water Body (1): Chocowii ity Creek NCDWR Stream Index No.: 29-6-2-1- 1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C 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 I Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? IN2 (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) I 4) DETOUR Trt See Steet IA For Index of Sheets I U VICINITY MAP STATE OF NORTH CAROLINA IDdVISdON !a1F HIGHWAYS BEA UFOR T COUNTY LOCATION. BRIDGE 060072 ON SR 1127 (POSSUM TRACK RD) OVER CHOCOWINITY CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE STATE STATE PROJECT REFERENCE NO. S.EOT AL SHEETS N.0 BR-0110 STATE PR.- F.A.PROJ.NQ DESCRIPTION 48819.1.1 WA PE 48819.2.1 WA RAN, UTILITIES 48819.3.1 WA CONSTRUCTION WETLAND STREAM IMPACTS 9/232019 PERMIT DRAWING SHEET 1 OF 9 BEGINR/ N m 4 _m I m l TIP P T R- lI -L / f _L _ STA i f BEGINTIP M4fST R- 11 —/ — STA//P500 SR 1127 (POSSUM TRACK SD.I SR 1121 (POSSUM T RD.) 2e•EST -L — -- zrRs TO NC HWY 33 oy 1 0 2 RI \ n TA14+22.91 N Pmm� THIS IS NOT A CONTROL OF ACCESS PROJECT. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA PROJECT LENGTH ADT 2016 = 610 LENGTH ROADWAY TIP PROJECT BR-0110 = 0.078 MILES V = 55 MPH T = 6%* LENGTH STRUCTURES TIP PROJECT BR-0110 = 0.018 MILES (*TTST 3% + DUALS 3%) LOCAL TOTAL LENGTH TIP PROJECT BR-0110 = 0.096 MILES FUNC CLASS = RURAL SUB —REGIONAL TIER NCDOT CONTACT. DAVID STUTTS, PE SMU PROJECT MANAGER PRELIMINARY PLANS I DOCUMENT NOT CONSIDERED FINAL DO NOT USE FOR CONSTRUCTION UNLESS ALL SIGNATURES COMPLETED Prepared /n Me Offlce of: HYDRAULICS ENGINEER KCA NO FIRM LICENSE N.: C-1506 301 Fayett Ville St., Suite 150Z KIISINGER AMEs RaleigM1• xC 601 (919)582-7839 2018 STANDARD SPECIFICATIONS P.E. SIGNATURE: RIGHT OF WAY DATE: JONATHAN LANGSTON, PE 821/2019 PROJECT ENGINEER ROADWAY DESIGN ENGINEER LETTING DATE: JASON DEBONE OMM 02O PROJECT DESIGN ENGINEER NBC � I X, o X< m� olv dei Nei o�' \ PROJECT REFERENCE NO. I SHEET NO. P/ S10 /2+47.43 = 6'32'OOD'(RTJ \ � / DENOTES FILL IN PIW SHEET NO. WETLAND ROADWAY DESIGN HYDRAULICS D = I*45'OOA' v \ R \ ® ENGINEER ENGINEER DENOTES EXCAVATION IN WETLAND L = 37333' T = 186.87' R = 3274A4' CHRISTOPHER B. HILL & JAN MCFkOY HILL ABS PG 234 ,�� \ \ to es s /L DENOTES TEMPORARY IMPACTS IN SURFACE WATER SE = 47 RO = �, OB PB A PC 164A O j E OF RT A TY \ ` \ \ DENOTCLEARING NIZED n \ ` - - - ti A 164A \,v PRELIMIN RY PLANS W NOT USE F CONSTRUCTION - ^ 6 \ \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED \ PUE Ud PUE U PHEPMEO IN C NC FIRM LICENSE xE OFFICE OF: �4 301 Fayetteville Na: C-1111 St., t 47 UE _ P ,y, j E BMI W K•ISI`NGER CAMEO R11 ign NC 276 01 a ASSOS (919)8N aA -3 ■ R -EL- SR 1127/SSYBLTK RDJ t - L- -L- W 73'22`000E TO NC AY 33 -- PERMIT DRAWING SHEET 2 OF 9 _sR N2T IPoswM rR n 2M BST TOTO O-NL6- - �� ING FIN MG R/N * EI — � SITE l/ \ Ql - 0 + T �E,, 6 ?m 0 = 1. f a' / SITE m m ROY L. EDWARDS--�� OB 821PG 677 / 4 d PS 72,PC 419 � SITE 3 / s � CHRISTOPHEER B. HILL & /J / JAN MCROY HILL OB1 d pB A PGC1164A4A A \ e v ?g r \ je` m a BEGIN BRIDGE 13+25.53 END APRAACH SLAB / -L- 714�33.7WLB- -L-STA. 13+14.65 l �,� • _ — a I GREU TL-3 D. > — WTYPE I B L _ 4 Il) WLB uJ ¢ GRE TYPE II — _ BMI --- - -L- SR 1127 !OVER CHOCOW/N/TY CREEK! -BL- STA/4+04Q0,l8 LT a 6I �IN o L- -L- STA.17+70.84,327/'LT ao �� o� EL- 1114 - - - - EL = 20.08 _ BRIDGE SPIKE SET /N POWER POLE > GREU TL-3 — - - --- - - - - - - - - - - - - � TYPE -III — -� GREU TL-3 --- WILE y PI = 12+45A0 PI = 14+05,00 ��-, \ ND BRIDGE - - - - _ - EL - 21.05' - - - EL = 22A9' _ S TA.14+22.91 \ VC = l30' VC = 190' - K = 123 - - - — = -- - - - K = l/5 PI /5+75A0 - - - - E V = 55 MPH V = 55 MPH I hi EL = 2039' TA 11 80. 0 - VC = 150' 4 TFFF 1 K - 115 - STRUCTURE HYDRAULIC DATA BRIDGE 44 4 - WH - V = 55 MPH - - DESIGN DISCHARGE = 1406 CFS BEGIN 3RID E 25 DESIGN FREQUENCY - 25 END BRIDGE DESIGN HW ELEVATION - 19.4 YRS FT S A.13 25.5 . STA.14+ 2.91 BASE DISCHARGE - 2vi BASE FREQUENCY = IQQ CFS YRS E = 21 64' EL = 21. 5' BASE HW ELEVATION = 2110 OVERTOPPING DISCHARGE = 1950 FT CFS 30 -- -- - --- - -- --- - -- -- OWES C-01 D --- -- --- -- -------- --- --- --- -- --- ---- OVERTOPPING FREQUENCY = 50+ OVERTOPPING ELEVATION = 20.6 YRS FT --- - --- -- -- - OWES SIDE (+JO 500 . f -JL0000/. 2 _ - - — -- — 2 + POSED - - _- - - - - -- - -- -- -- -- -- I — -P EO -I YR LQ- -- - -- - - -- - -- - -- -- - `-I 25 YR WS L= I9 4' 10 �I �^ LASS 11 RIP_RAP 10 BENCH EL. I5. ' WSEL =14.0' T S A.16+9 0.- 0 -OBSERVED WSEL .8': ON 3-13-19 I I I I I I I I I I I I I I I I I I II I I I I I 10 11 12 13 14 15 16 17 NBC .d11� � I oxr X< m� olv dei Nei o�' \ PROJECT REFERENCE NO. I SHEET NO. \ ® R- 11 DENOTES FILL IN KW SHEET NO. P/ SlD /2+47,43 WETLAND = 6e 32' OOA' (RT ) a< ROADWAY DESIGN HYDRAULICS D = %45'OOA' L = 37333'IN T = 186.B7' CHRISTOPHER B. HILL & MCFkOY HILL/ 'v \ \\ F / \ ® ENGINEER ENGINEER DENOTEWETLAVATION ND R = 3274A4' SE = 4� JAN \\� pB 1485 PG 234 FG (1 /\ y ye \ DENOTES TEMPORARY IMPACTS IN SURFACE WATER RO = 96' pB A PG 164A BppARD ppF ED�JC WW / `P BEAUFORi CQUHTY O \ ,- / II / DB 1003 PC b8 \ \ .'.�.' . DENOTCLEARING MECHANIZED ` — — — PS A PC 164A .Iv PRELIMIN R! PLANS DO NOT USR F CONSTRUCTION I \ m N \ JDOCUMENT SITE 5 NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED G PUE PUE E / PUE iniRorFicexoE: K 4A xe aoi iayeeiesiiie sc 1506 _ -WLR-I „ 7 ` suite RISINGO CAMEO Reieigh, tsoo NC 27601 PV yy BMI W s nssoan s Is1 W1eW2 asss � 8'. Di-b.�PVC\ BL-5 E%RTRW R/W � _ - -@- _ _ - - _ BL-3 ■ PVC _ - =EL' 2 ^` 221BST - L- -L- SR 1121 IP05-IUM TRACK ROJ p 75 ppE TO NC AY 33 PERMIT DRAWING _sR IPo55uM — SHEET 3 OF 9 W2T O �a 24, BST TO US HE N 6650 0 — - -R6-ING - - - - R/W \1 \ IL� , ` SITE 6 i SITE I Q1 = 14+9 L RT i' G1= V70 fps\ I = 1.4 I +9 / SITE 2 / ,.1 / ' lm .ROY L. EDWARDS A J �I /.. OB 82, PG 677 N IT 4 PS 72, PG 419 \ SITE 3 � •.• / \ CHRISTOP B. HILL & CWg JAN 85 PC H1LL OB 1485 PG 234 PB A PG 164A \ V N / `Z14�33.7 \ BEGIN BRIDGE 13+25.53 WLBSf END AP ACH LAB / -L- -L-STA. 13+14.65 - - l • 1 • IQ PE a GREU TL-3 D. > — WTYI BL-4 _ WLB �J T N Q GRELL -bI TYPE II [L > — ,— — —� -L- SR 1127 (OVER CHOCOW/N/TY CREEK! -BL - STA/4+00,00,18' LT a of o L - -L- STA/7+7084,327/'LT ao o1 o� EL- - - - - EL = 20A8 BRIDGE SPIKE SET /N POWER POLE _ > GREU TL-3 - - - --- -t- - - - - - - - - - � TYPE -III -GREU TL-3 \ -`> �T, WLB / �N O y P/ = 12+45.00 PI = 14+05.00 ��„ \ ND BRIDGE - - - EL - 2/A5' EL - 22A9' - STA. 14+22.91 \ VC = /30' VC = 190 - K = 123 - - - - - K = l/5 — P/ = /5+75A0 -- - - - - - E V = 55 MPH V = 55 MPH EL = 2039' TA 111t80.00 - VC = 150 41 K = 0 - STRUCTURE HYDRAULIC DATA BRIDGE 4 - IJI,DESIGN - V = 55 MPH - - DISCHARGE _ /408 CFS DESIGN FREp/fNCY - 25 YRS B GIN 3RIDGE END BRIDGE . DESIGN HN ELEVATION - lea BASE DISCHARGE - 2171 Fr CFS S A.13 25.5 STA.14+ 2.91 BASE FREQUENCY = 100 YRS E = 21 64' EL = 21. 5' BASE HW ELEVATION = 21.0 Fr -- -- - --- - -- --- - -- -- --- -- --- -- -------- --- --- --- -- OVERTOPPING DISCHARGE - /950 --- ----� OVERTOPPING FREQUENCY - 50+ CFS YRS --- - --- -- -- - 30 OWES CHO D OVERTOPPING ELEVATION - 20.6 FT OWES SIDE - - (+10 500. (-JL0000/. - - - - _ + SED - - -- - -- -- -- -- -- I-, - MRCP YR - - _- - - - - -P T:0 -I `I 25 YR WS LI 194' 10 - �I �^ LASS IIRIP_ A_P _ 10 Hill BENCH EL. I5. ' sEL = 14.0' __M EMM END GRADE STA. 16+90.00 -OBSERVED WSEL 11.81 : I ON 3-13-19 - I I I I I I I I I I I I 10 11 12 13 14 15 16 17 D KWs n, 0 5 10 PROD. REFERENCE NO. SHEET IN N vmvasm cx nxe ounce ov: ' — — n•la,sleaz� a B R 0110 X 1 1 0 130 1 0 1 0 90 80 0 60 0 0 30 20 1 1 20 30 0 5 60 0 0 90 1 0 1 0 1 0 in 1 1 0 Mill I - - - -- -- - - - , - - - - - - - - FERMI DRAWING - - SHEET 4 OF 9 ;W .040 0.04077 F 20 93 HH - - - - Mi ------------- - - - - - - - - - - - - M - - - l� -ILA_ - - - - - - f 0.018 1048 C 21.22 x — — — — — 2 t9 ... m r m 12 + �. 0 hill a— — — — — — — _ — — — — — — — — — — — — — — — — — — O 0 / m c C N E— — — — — — — — — — — — — — — _ 44 — — — — — W N r d O J O � i U I a r -------- � y N - - - - - - - - O I 0.011) 0.057 N - - -- 21.32 - - - - - - m m - - - - - - m CL RL FFF -- --- ----- -- - --- mm LO tZY 1lN o OX PRE IMINA Y PLA S N^ i _y DO OT USE FOR CONSTRVCTTO wm C E 120 140 c 50 A0 30 20 1 1 30 1 10 5 60 0 1 0 1 0 1 0 1 0 110 1 0 NC7 D v. auiieexs"�� vmvasm cx me ounce ov: KWS 0 5 10 u PROD. REFERENCE NO. SHEET NO. N -_ a wssocl'Es v s ;` a= ' ■ . ■TTI — B R 0110 - X 2 1 0 140 1 0 1 0 90 80 0 6 0 0 30 20 1 1 20 30 0 5 60 0 0 90 1 0 1 0 1 0 1 0 1 1 0 - - -- - - - - - - - -- - - PERMI r QRaM✓IINIC;- S H E T - f ¢ - - — 0.040 0. 40 - -- - -------- � I - ---- --- --- -- ------- -- --- IT - — 20 26 _ — 44 - - - - - 13 + 0.00 _ _ _ _ _ _ - # fn t - - - - - ._ ��: - - -. I - - - 2" 0040 a i - 2- 41 — — — — 2 e N m — — 0 / 13 + 5.53 - - - - - - - - - GIN BRIDIG E l + 505 SM W U7 r d -- Ttt 49 U Q i U T —_ u W 0.040 0 0_40 m m 20 58 I iij- — —' 40 m q - - --4H - - - - - - m� Im �n �y 6iN OX ON Nny ti Wm C I/..E c Cl 1,0 130 0 0- 3 20 1 - 5 60 0 1 0 1 0 1 0 1,10 1,0 1 0 D .wE-- •x me ounce or. KCA e, WMI 0 5 10 u PROD. REFERENCE NO. SHEET NO. N — -- - ---- - ----- -- -- -- -- - -- - - -- -- - — -- -- — - - — —. - ■ . ■TTI _ BR 0110 _ X 3 1 0 140 I'll) 1 0 90 80 0 6 0 0 30 20 1 1 20 30 0 5 60 0 0 90 1 0 1 0 1 0 1 0 1 1 0 — — — -- — — — — — — — — -- — — PERM Q R p,1;✓ ✓l lsi I�; — — SHEET 6 C"IF c� ' W - - - 0.036 0.036 - - - 20.16 - -. — — — — — — — — -- — — 14 + 0.00 — ------------ -- -- - — —MAC -- — - — - - - - -- -- — - _ - — -- —— -- — f I -- — - - - - —� ' 1 — _ o �0 0 4o j Q_ x 21J 20.21 3' - - _ E 2 e m m — — ` 0 14 +2 2.91 E-- O —_ _— -- -- -- -- —_ W N H BRIDGE 4 2e U T • +' _41 _ ___ _ ___ ___ _ ___ ___ ___ ___ x- !� __ _ ___ t �__ i ___—___ __ _ � _ ___—___ _ _ _ _ I� pderv. _ _ __ _ _ __—__ o —_ -- -- -- -- — -- -- -- -- - -- —_ ] - n W I 411 0.040 0. 40 I, IIIIIIIZ- x-oW V O B m 1I 16.24 yam: m q - - - - - - - m� m - - -- - �EY ..N m OX� ON Nny ti Wm C o� NC7 to: 1 0 140 0 0- 3 20 1 1 5 60 0 1 0 1 0 1 0 1 0 1 0 1 0 D KWS n, 0 5 10 PROD. REFERENCE NO. SHEET NO. N vmvasm cx nxe ounce ov: z n.uig'•Nlic ,.eso=I..Es u ■ . ■TTI — BR 0110 — X 4 1 0 1 0 1 0 1 0 90 80 0 6 0 0 30 20 1 1 20 30 0 5 60 0 0 90 1 0 1 0 1 0 1 0 1 1 0 — ! RMI r DRAVIIINGsin SHEET — — 91 „F - i6 ! 0.020 tttt Ir 20.50 +FFF# �7 TFR Hill - - n - - ----- ! — IF c I n 0.006 0,020 n a I m m q 0 / 15+ 0. 0 -- -- -- ---- -- _ - - - - q 0 0 - - FFFF FE / U J q!F4 TFFF ! G I . - . - -49 - U � I ! n : n 1 {I� uy�n O ! 2iI ! q i015 i c9- R B 20 25 CL --- - ----- — — C� — O]^ IB 6iN OX, On Nny ti +H �H ±L —Z — — Wm C o �/..E NC7 1 0 1 0 0 t 0- 3 20 1 5 60 0 100 1 0 1 0 110 1 0 140 D vmvasm cx me ounce ov: KWS 0 5 10 u PROD. REFERENCE NO. SHEET NO. N _ — a wssocl'Es ' ■ . ■TTI B R — 0110 — X 5 1 0 1 0 1 0 1 0 90 80 0 6 0 0 30 20 1 1 20 30 0 5 60 0 0 90 100 110 1 0 130 1 150 - PERMI r DI � - - - - - -- - - - S H E T 8 C-; I I IT I ---------- ---- ---- all - OJ T /Is 900 I It It ff�qU � TT i- n ~ -. MG 0.010 .032 ca x 20 EIL-A -- ...... . ........ . ... . 16 + 90.0o m 0 - - - - - - - --- - - - - O W U r I Hill Hill 11 d O J Q i U T S 17 h 1 j 1 - 0.020 + i�H-* 20 62 - m m T - +44FFFT-H - m - - - - - qCL - - - m111111111:+++- m --- - - 1-6-+- )--0 -- -4H - L2 6iN OX� On Nny I ti TV — Wm C o �/..E N 7 140 1 0 0 0- 3 20 1 1 60 0 1 0 1 0 1 0 1 0 1 0 150 5 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 11+92/12+48 -L- RT Fill Slope 0.000 0.004 2 12+82 / 12+92 -L- Temporary Rock Silt Check 0.002 3 13+30 / 13+66 -L- Proposed Bridge End Bent 0.009 0.008 0.007 96 4 13+84 / 15+11 -L- Proposed Bridge End Bent 0.010 0.025 0.030 0.008 156 5 15+56 / 16+64 -L- LT Water line Relocation 0.003 6 15+79 / 16+36 -L- RT Fill Slope 0.001 0.010 TOTALS: 1 0.01 1 0.00 1 0.04 1 0.05 1 0.00 0.00 1 0.01 1 0 1 252 0 "Rounded totals are sum of actual impacts NOTES: b