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Home My WebLink About20191084 Ver 1_920135_Permit_Drawings_Buffer_20190726_20190814E ij� ha'�i �li)1 l (Version 2.08; Released April 2018) North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS WBS Element: SF-920135 TIP No.: 17BP.5.R.88 County(ies): Warren Page 1 of 1 General Project Information WBS Element: SF-920135 TIP Number: 17BP.5.R.88 Project T pe: Brid a Re lacement Date: 1/13/2019 NCDOT Contact: Galen Cail Contractor /Desi ner: Reid B. Robol, PE - VHB Address: 1000 Birch Ridge Drive Raleigh, NC 27610 Address: 940 Main Campus Drive Suite 500 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-754-5005 Email: gcail@ncdot.gov Email: rrobol vhb.com City/Town: Count Ees : Warren River Basins : Tar -Pamlico CAMA Count ? I No Wetlands within Project Limits? Yes Project DescrE tion Project Length (lin. miles or feet): 0.081 Miles Surrounding Land Use: Forest, agricultural, and rural residential Proposed Project Existing Site Project Built -Upon Area ac. 1.4 ac. 1.2 ac. Typical Cross Section Description: 2 @ 9' lanes with 3' paved shoulders 2 @ 9' lanes with 0.5' paved shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 160 Year: 2025 Existing: 80 Year: 2000 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project 17BP.5.R.88 involves the replacement of the existing NCDOT Bridge #920135 on SR 1609 over Fishing Creek. Bridge #920135 consists of 1 @20'-8" timber floor on I -Beams with timber caps on rubble masonry abutments. The existing bridge is to be replaced with a proposed culvertwhich consists of a 42'x10' bottomless RCBC on footings. The proposed crossing is located in Zone AE of FIRM Map number 3720294400J and was studied by Limited Detailed methods. There are steep ditches within the project limits that need rip rap to maintain stability. Also, existing ditches are being covered up by the proposed roadway and in order to maintain stability, proposed ditches run through the buffer zones. Surface Water Body (1): Fishing Creek NCDWR Stream Index No.: 28-79-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Fishing Creek Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body? iYes I Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? N/A 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) 00 \ 0_ n F U) a _ m n- L� CD N / F o� U L 0 0 0 L oy c w i w / :5 _-) < U L L(D rl'�7U7) L r2 00Fr N 1606 Baltimore l" Liberia Church Rd. Bridle 43 Creek 58 1604 45 EN Limer P OJECT Town Rd. Fishing 1608 RiChneCk Creek Creek hWill Cheek Rd. 44 1600 Fishin r 135 C eek Baltimore C�k 1605 Rd. 1609 , 132 Kearney Powells\ Rd. N)i[['Rd. BEGIN PROJECT 161 Lee oyy Che ks Rd. 58 arktown Creek 39 1625 42 Parktown Rd. 1625 Pete Harris Rd. VICINITY MAP OFF —SITE DETOUR See Sheet 1 A For Index of Sheets See Sheet 1 B For Conventional Symbols STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS WARREN COUNTY LOCATION: BRIDGE NO.135 OVER FISHING CREED 0111 SR 1609 (POWELLS MILL RD.) TYPE OF WORD: GRADING, DRAINA GE, PA VING, AND C UL VER T � Rp. `8o �,TjMpR SR j60� � CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. BUFFER IMPACTS PERMIT �-- STATE STATE PROJECT REFERENCE NO. SHEETN®.CTOTAL SHEETS N.C. 17BP.5.R.88 1 STATE PROJ. NO. F. A. PROD. NO. DESCRIPTION 17BP.5.R.88 WA PE 17BP.5.R.88 WA ROW 17BP.5.R.88 WA UTILITIES NAD 83/ NSRS 2011 BUFFER DRAWING SHEET 1 OF 4 O O �FCy6 ti 'QO DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED r" GRAPHIC SCALES 40 20 0 40 80 DESIGN DATA ADT = 80 VPD V - 20 MPH = CLASS RURAL LOCAL S U B RE G I O NAL TIER PROJECT LENGTH LENGTH ROADWAY STATE PROJECT 17BP.5.R.88 = 0.072 mi. LENGTH STRUCTURES STATE PROJECT 17BP.5.R.88 = 0.008 mi. TOTAL LENGTH STATE PROJECT 17BP.5.R.88 = 0.080 mi. Prepared in the Offices of. HYDRA ULICS ENGINEER P.E. SIGNATURE: 00q a0ap�h �'`,°J� Q� o a �Q ooQ�@ 0 Q � �' G°3 W�`� S T E VV/-\ K i 223 S. WEST ST, STE 1100 Firm License #:C-1051 9193808750NC 603 PRwww.sEJECT tewa#:86�012.00RALEIGH t, T �•vhb VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 Mimi PLANS 50 25 0 50 100 2018 STANDARD SPECIFICATIONS ANDY YOUNG, PE RIGHT OF WAY DATE: AUGUST 15, 2018 ROADWAY DESIGN ENGINEER P.E. SIGNATURE: PROJECT ENGINEER JOSHUA ROEMER RIGHT OF WAY COMPLETE: PROFILE (HORIZONTAL) 10 5 0 10 20 PROJECT DESIGN ENGINEER GILCHRIST, El LETTING DATE: LETTING MAY 17, 2019 NCDOT CONTACT PROFILE (VERTICAL) z O _N CORY J. THORNTON, ET UX DB 965 PG 720 PC I SL 240A PLAT 10 WOODS EX\Sj\NG� / /� /// �PDI BEGIN STATE PR( Os DS DETAIL 1 SPECIAL CUT DITCH ( Not to Scalel Front Natural A'�oe1 Ditch Ground S/ D FXo� Slope d Geotextile Min. D=1.0 Ft. Type of Liner= Class B Rip -Rap Max. d=1.0 Ft. FROM STA. 10+50 TO STA. 11+95 -L- LT FROM STA. 12+50 TO STA. 13+50 -L- LT FROM STA. 12+70 TO STA. 13+50 -L- RT DETAIL 2 SPECIAL CUT DITCH (Not to Scale) Front 01 Ditch Natural A?, XXot Slope Ground ''7 D "o d Geotextile Min. D=1.5 Ft. Type of Liner= Class I Rip -Rap Max. d-1.0 Ft. FROM STA. 13+83 TO STA. 14+75 -L- LT FROM STA. 13+85 TO STA. 14+50 -L- RT DETAIL 3 =" FALSE SUMP (Notto Scale) 6 Outside Ditch 20:1 _ 12 D.I 'I I Traffic Flow ,G•� _ S — GI etc. S=Ditch Slope 4 Proposed Ditch STA. 13+67 -L- LT O JAMES RICHARD WILLIAMS DB 191 PG 177 TOM-1 \ WOODS P. iP \ N \c P WOODS mm � BL-101 11_ \ \ ✓� S L V y WOODS �,�\ � \ o\ WOODS / i Ell SPECIAL CUT SEF-DETAIL 5 WOODS O V KEVIN C. MALONEY, ET UX DB 814 PG 794 PC I SL 240A PLAT 10 WOOD' DETAIL 4 STANDARD BASE DITCH (Notto Scale) Natural Natural Ground ? y D .)"� Ground d Geotextlle B Min. D= 1.0 Ft. Max. d= 2.0 Ft. 'When B is < &0' B= 2 R. Type of Liner= Class I Rip -Rap FROM STA. 13+64 TO STA. 13+66 -L- RT DETAIL 5 SPECIAL CUT DITCH ( Not to Scalel Front of Natural 3'� g( Ditch Slope Ground ?y F\off D Min. D= 1.0 Ft. FROM STA. 10+50 TO STA. 11+56 -L- RT DETAIL 6 BANK STABILIZATION ( Not to Scale) 3.0'rrin. 2.0'NWS Q GEOTEXTILE Type of Liner= CLASS II RIPRAP SITE 1 RIB /11,SB RIP RAP RAP ONS Y GEOTEXTILE FILL SCOUR HOLE SEE DETAIL 7 SITE 2 -I _ SCOUR HOLE DETAIL DETAIL 7 NTS GRADE__jO DRAIN '11�1111�1�I€ITi1=1111=811=81�1111IN * All RIAL - r��.��:-,:::=_lilt=loll=l�n=161=i� RIP RAP FILL IN SCOUR HOLE WITH CLASS II RIP RAP TO WITHIN 2.0' OF NATURAL GROUND. ADD 1.0' OF CLASS B RIP RAP ON TOP OF CLASS II RIP RAP. TOP CLASS B RIP RAP WITH ENGINEER APPROVED MATERIAL AND COMPACT AS NEEDED TO PROMOTE VEGETATION GROWTH AND FILL VOIDS. GRADE TO DRAIN AND SEED AND MULCH. PI o + oH-A75 P1 Sto 0 = 1905' 442' (LT) A = 47' 02' 10.4' (LT) A = 42' 58' 352' (RT) D = 22' 55' 05.9' D = 6637' 220 D = 57' 17' 44H L = 83.32' L = 70BO' L = 75.01' T = 42.05' T = 37.43' T = 39.37' R = 250.00' R = 86.00' R = 100.00' Se = EXIST. Runoff = 90' Runoff = 90' Se = 47 Se = 47 P1 Sta 13+85.74 Pit StG 37707- 0 = 47' 25329 (LT) 0 = 7' 19' 41Z (RT) D = 57' 17' 44.8' D = 2' 30' 27.3' L = 82.77' L = 29224' T = 4392' T = 146.32' R = 100.00' R = 2,284.89' Runoff = 90' Se = EXIST. Se = 4% NOTE: ARMOR SHOULDERS AND SIDE SLOPES ALONG STRUCTURE WITH ENGINEER APPROVED MATERIAL FROM STA. 12+00 TO 12+53 IT AND STA. 12+17 TO 12+73 RT. \ SPECIAL CUT 'V' DITCH WOODS SEE DETAIL 1 CLASS B RIP RAP EST 75 TONS EST 215 SY GEOTEXTILE CLASS II RIP RAP EST 80 TONS EST 125 SY GEOTEXTILE SEE DETAIL 6 SITE 3 \ SPECIAL CUT 'V' DITCH Te SEE DETAIL 1 CLASS B RIP RAP EST 50 TONS EST 150 SY GEOTEXTILE 42'x10' BOTTOMLESS X RCBC ON FOOTINGS X X � wN ? \ Y SPECIAL CUT 'V' DITCH SEE DETAIL 1 CLASS II RIP RAP CLASS B RIP PAP EST 40 TONS EST 110 TON EST 120 SY GEOTEXTILE EST 180 SY OTEXTILE SEE DETAIL 6 Vt I WOODS SITE 4 JJJ I B WOODS / J ••TBM-4 Al O JAMES H.ROBERTSON DB 169 PG 366 WOODS LCI -1 - Oct, C+_ IZl E%ISTING R/W IS ASSUMED TO BE MAINTAINED R/W AS PER PLAT IN PLAT CABINET SLIDE 240A PLAT 10 WHICH STATES THIS PORTION OF THE ROADWAY HAS NO DEEDED R/W BUT IS ASSUMED TO HAVE R/W TO THE LIMITS OF MAINTENANCE. APPROX. 30' - 40'. FOR THE PURPOSES OF THIS SURVEY, A 30' MAINTAINED EXISTING R/W IS SHOWN. PROJECT REFERENCE NO. I SHEET NO. ENGINEER I ENGINEER S �WA T VHB En P.C. (C-3705) 940 Vain Campus Drive Suite 500 alegM1, NC 2] 6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALE. I" = 40' 40 20 0 40 80 O SPRING GREEN BAPTIST CHURCH / DB 571PG 32 s PB 22 PG 142 / SPECIAL CUT 'V' DITCH SEE DETAIL 2 WOODS CLASS I RIP RAP EST 110 TONS EST 170 SY GEOTEXTILE NAD 8A 2011 BUFFER DRAWING SHEET 2 OF 4 _g exlsrwG R/w BL-104 R/W MON —� SR 1609 (POWELLS MILL RDT)-- �:N EXISTING WOODS - - -" - 1155' RCP \\ NO STATE PROJECT WOODS R/W MOf SPECIAL CUT 'V' DITCH 04 SEE DETAIL 2 .. - I RIP RA EST 7P WOODS / EST 5 TONS / - EST 120 SY GEOTEXTILE / o.14+25.59 j WOODS / SPRING GREEN BAPTST CHURCH DB 716 PG 945 DB 928 PG 209 / PB 22 PG 142 f� / ® ALLOWABLE IMPACTS ZONE 1 0 / G ALLOWABLE IMPACTS ZONE 2 NOTE: WOODS RONNEY G. BELTON, ET UX THE MUSSEL RELOCATION MUST OCCUR WITHIN DB 868 PG 397 / THREE WEEKS PRIOR TO START OF IN -CHANNEL WORK. G; PC I SL 267A PLAT 14 THE / DIVISION ENVIRONMENTAL OFFICER WILL CONTACT APPROPRIATE PERSONNEL FROM RKBK TO SCHEDULE THE RELOCATION TBM-2 CLASS B RIP RAP EST 2 TONS EST 7 SY GEOTEXTILE STANDARD BASE DITCH SEE DETAIL 4 EST DDE=5 CY SLOPE=0.3% EST 10 TONS EST 15 SY GEOTEXTILE THE CONTRACTOR WILL PROVIDE AT LEAST THREE WEEKS NOTIFICATION TO THE RESIDENT FOR -L- PROFIL&SEE SHEET 5 ENGINEER AND DIVISION ENVIRONMENTAL OFFICER CONCERNING START OF WORK AT THE PROJECT TO ALLOW FOR APPROPRIATE CONTACT WITH PARTIES CONDUCTING THE PRE -CONSTRUCTION FOR CULVERT ,SEE MUSSEL SURVEY AND RELOCATION ACTIVITIES. PLANSSHEETS C-ITHRU C^4 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (2) (2) (z) (2) (2) (z) (2) (2) ft ft ft ft ft ft ft ft 1 10+50/12+21 -L- LT 42'x10' BOTTOMLESS RCBC X 1234 1892 3126 2 11+78/12+29 -L- RT 42'x10' BOTTOMLESS RCBC X 1978 1893 3871 3 12+42/13+12 -L- LT 42'x10' BOTTOMLESS RCBC X 1632 1766 3398 4 12+45/13+69 -L-RT 42'x10' BOTTOMLESS RCBC X 1938 1255 3193 TOTALS*: 6782 1 6806 1 13588 0 0 0 0 0 NOTES: 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS STATION ZONE 1 ZONE 2 SITE NO. (FROM/TO) (tt') (tt) 4 13+57/13+65 -L- RT 0 130 (TOTAL: 1 0 1 130 1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 1/13/2019 WARREN COUNTY SF-920135 1713P.5.R.88 2018 Feb SHEET 4 OF 4 Rev.Jan 2009