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Home My WebLink About20171408 Ver 2_B4750 Wetland Impacts Permit Package_20190603k I111�t'FiV North Carolina Department of Transportation k SLUI'l Highway Stormwater Program '-K STORMWATER MANAGEMENT PLAN^^ (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 38522.1.2 TIP No.: B-4750 County(ies): Franklin Page 1 of 2 General Project Information WBS Element: 38522.1.2 ITIP Number: B-4750 Project Type: Bride Replacement Date: 8/24/2017 NCDOT Contact: Galen Cail Contractor / Desi ner: Reid Robol, PE - Ecological Engineering Address: 1000 Birch Ridge Drive Raleigh, NC 27610 Address: 1151 SE Cary Parkway Suite 101 Cary, NC 27518 Phone:919-707-6711 Phone: 919-557-0929 Email: gcail@ncdot.gov Email: rrobol@ecologicaleng.com City/Town: Bunn Count Iles): Franklin River Basin(s): Tar -Pamlico CAMA Count ? I No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.18 Surrounding Land Use: IForest, agricultural, and rural residential Proposed Project Exkstin Site Project Built -Upon Area ac. 1.8 ac. 1.3 ac. Typical Cross Section Description: 2 @ 11 ft lanes, 4.42 ft shoulders with total bridge width of 33.0 ft and a length of 105 ft. 2 @ 10 ft lanes, 2 ft shoulders with a total bridge width of 24.1 ft and a length of 81 ft. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 880 Year: 2025 Existing: 440 Year: 2011 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project B-4750 involves the replacement of the existing NCDOT Bridge #340090 on SR 1719 over Norris Creek. Bridge #340090 consists of 2@40'-3" timber floor on (- beams with timber caps and piles. The proposed crossing is located in Zone AE of FIRM Map number 3720271900J and was studied by Limited Detailed methods. A stormwater outfall is proposed within a wetland and outside of buffer zone 2. A Rip Rad pad will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. In order to minimize impact to the wetland and channel, a 1.5:1 fill slope is proposed from 17+50 to 19+00 -L- LT, Waterbody Information Surface Water Body 1 : Norris Creek NCDWR Stream Index No.: 28-30-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body-7 Yes I Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? 1yes 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 General Project Narrative) L. (If yes, provide justification in the General Project Narrative) I IIighway North Carolina Department of Transportation StUTliiwaler Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: B-4750 Count ies : Franklin Page 2 of 2 Preformed Scour Holes and Energy Dissipators Sheet No. Station & Coordinates (Road and Non Road Projects) Surface Energy Dissipator Type Riprap Type Drainage Area ac Conveyance Structure Pipe/Structure Dimensions (in) Q10 (cfs) V10 (fps) BMP Associated w/ Buffer Rules? 4 16+32 RT-L- (1)Norris Creek Rip Rap Outlet Pad Class'B' 0.1 Pipe 15 0.6 0.5 N/A 35.9251030°,-78.2745278' Additional Comments Keter to the NUUU I best Management Practices I oolbox (2U14), NUUU I Standards, the Federal Highway Administration (F HVVA) Hydraulic Engineering Circular No. 14 (HEU-14), I hard Edition, Hydraulic Uesign of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. 0 1001 17,18 ISR 1720^�t4= — o Pa � mm Js w 'S S 719 39 4 END NRD F N0�s RO ECT SR 01 A BEGIN �e _ "! PROJECT �1 . ee 's rePDp k w 28QpSR 1-9 P ZJ 1736 ., 63 O� Creek rIr R� — R 1729 x SR 10 1 SR 1 29 Q N.1pWN 1�, Pm it SR 1730 O )ON o 39 7. a R 1?41 , u ` 1 �. O (ifpp a P��„9 S xA pie v VICINITY MAP OFF —SITE DETOUR See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Symbols Rp ) TD 5 �k0 ✓ I�oNNS STATE OF NORTH CARD L INA DIVISION OF HIGHWAYS FRANKLIN COUNTY LOCATION. BRIDGE NO. 90 OVER NORRIS CREEK ON SR 1719 (BRANNON RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE —L— POT STA END TIP PRi —L— POC ST, I ro, 1 B-4750 BEGIN TIP PROJECT B-4750 �— --- — — y —L— PC STAII+OOAO --- " SR /7/9 (BRANNO f�OJ END BRIDGE i —L— POT STAI5+88.00 crio CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. STAIR 8TAT6 PROJRCr RRPRRRNCB NQ SF@RT NO. TOTAL Sfl66T3 C B-4750 1 WA- PROI.N0. P.A.PRO].N0. De6CRDT10N 38522.1.2 WA PE 38522.2.1 WA ROW & UTILITIES 38522.3.1 WA CONSTRUCTION PERMIT DRAWING SHEET OF N O 2� SR�� Rol �gR DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offices of HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH WAFSTEWART s °'TGINEERING NEN',N,C,F,IR11.PTS 9�' ECOLOGICAL 5o z5 0 50 10o ADT = 440 LENGTH ROADWAY TIP PROJECT B-4750 = 0.160 mi. LENGTH STRUCTURES TIP PROJECT B-4750 = 0.020 mi. V = 50 MPH CLASS =RURAL TOTAL LENGTH TIP PROJECT B-4750 _ — 0.180 mi. P.E. a S PLANS zalz STANDARD sPEcrErcATroNs 50 25 0 50 100 LOCAL ANDY YOUNG, PE SIGNATURE: a z RIGHT OF WAY DATE: PROJECT ENGINEER MICHAEL BURNS, PE ROADWAY DESIGN ENGINEER SUBREGIONAL TIER JANUARY 2, 2017 RIGHT OF WAY PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER COMPLETE: 10 5 0 10 20 JULY 14, 2017 LETTING DATE: MARCH 5.2018 LISA GILCHRIST, El PE SICNATURE: NCDOT CONTACT PROFILE (VERTICAL) N I < Z O c w C e< PROJECT REFERENCE IN SHEET NO. B-4750 4 ROADWAY DESIGN HYDRAULICS P1 Sto 12+77J5 P1 Sto /8+79B6 P1 Sto 20+74.67 / CL \ // �04/ T // ENGINEER ENGINEER L = 21'34' 08.4' (RT) L = 35' 2/' 079 (LT) 0 = 3' 44' 425' (LT) D = 6' 09' 39.0" D = /Cr 25' 02.7' D = 603' 24.7' a ? y �/ o L = 350J0' L = 339.36' L = 61.83' wpoos e / T = 177J5' T = 175.27' T = 3093' S�F sy �e�/ �y - INCOMPLLE E FLANS R = 930.00' R = 550.69 R = 94596' oNM USE FOR t/W RUNOFF = 88' RUNOFF = 88' z �'a \� �e�j// ,� / JAMES T ETHE Se _ - 4% e = I D = 40 MPH GRAVEL_ Q� j// DB C3 PG 12 `J y BM C3 PG 8 JIMMY B BLAYLOCK AND / ^.. WIFE JUDY P BLAYLOCK woods // v .==ronL ,;sa,a"znrati/J;or DB 994 PG 143 PERMIT DRAWING BM C3 PG J588 \ pas S T�� T ®ECO,OGICAL SHEET O F td ENGINEERING WO DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / .. J$ o'\ _ 'S.. F, ;/ E ROJECT B 50 F F DENOTES FILL IN �000 / / — +50Lv �/ • WETLAND L �� "►• DENOTES MECHANIZED �T� wppps PORD SITE 41 • r e . CLEARING 15 `d BANK TAIL 3IZA ONSEE D DENOTES IMPACTS IN / �5/ CLASS E11RIP RAP, / \ ® SURFACE WATER ' } EST 75 TON$ / JAMES T EGE EST 110 SY GE ILE / � / �'p.� � � DB 1924 PGG 144 144 / 50' 0' 100, OB PERRY JR AND WIFEC3 PG 87E \ SYLVIA P. PERRY 86 PG 2 /h� \ Z 2 TOP=N�,198• d *� f p �. \� DB 62 /. H / _ -Y�� ,pie °E�eoW / \ SCALE BM 9 U .. ' / B4750-1 ldcdcdede —B —10 Id JEREMT I nuuVERETTEDB 0/ r 1 `/ / r SITE BM ICPG 87E (ISO LAT WETLAND \ 00 m cRE/ • I I RUSSANNE ARMATO AND si \ O �1S _ TERRY 2 PG 10 2 � , +5{ G peps /t�� eS BMaI SITE 2 DB 1142 PC 1022 �j�ftpp �� g.L1 / W BM 1999 PG 46 N: 792 421 .3 1 1 • E: 2,214,735 \ ELEV=204.33' p ��' pUS�ROP S� F I`f €� SITE :1 Q � j5/ Y6o9 P wppp5 O \ US OUSE BEGIN T/P PRO CT 47 O E / / PRAY CHUB( -L- PC STA II AO JOHN A DEFRUSCIO AND i DB 7 PG 46, PENNY L. DUFRUSCIO \ \ 9- / / Q1a 5 {�, DB 1055 PG 0542 WIFE PENNY L DEFRUSCIO W � DB 1284 PG 1028 W -a / woo0 BM 1996 PG 348 \ BM 1999 PG 324 -BL-101 ` NOTE: THE CONTRACTOR MUST COMPLETELY REMOVE ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE TIMBER ABUTMENTS MUST BE DONE USING APPROVED NCDOT BMP METHODS. THE PLACEMENT OF THE /V \ IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING 1 TIMBER ABUTMENTS AND INSTALLATION OF + X\ THE BANK STABILIZATION ON THE EAST BANK. / p �/ \f � y DETAIL 1 DETAIL 2 DETAIL 3 L4 TOE PROTECTION BANK STABILIZATION Nor re s�ala SPECIAL LATERAL DITCH I I INor ro Scole) lNorro Scole) 3.01.11, Fill \ 'j] Ground I.� b Ground ?� 3F for Slope 2.ONW5 d D 4 w \Ill d d d= 2.0 FT GEOTE%TILE N \ 6= 2.0 FT Georedile Geo—ile Min. D= 0 - 1.5 FT FOR -L- PROFILE.SEE SHEET 5 .O. Type of Liner= CLASS B RIP RAP Type of Liner= CLASS B RIP RAP Moz. d= 1.5 FT Typed Liner= CLA35 II RIPRAP FROM STA.12+50 TO STA.13+75 -L- RT STA 15+65 TO 15+85 L FOR STRUCTURE PLANS, SEE SHEETS S-ITHRU S-I6 q \ FROM STA. 16+60 TO STA. 18+25 -L- RT FROM $TA. 15+97 TO STA. 16+55 -L- RT o-o \ FROM STA. 18+25 TO STA.19+20 -L- RT x c�✓ v SITE 1 SITE 3 ca NSSTALLEDERVIOUS ALONG DI V BANK STABILIZATION. L 1 TO STREAM BELOW SITE 2 SITE 4 PROJECT REFERENCE IN SHEET NO. 8-4750 5 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR / W ACOUISITION II Fl a.1�1 me S T E WA R T ®ECOLOGICAL ENGINEERING PERMIT DRAWING SHEET OF F F DENOTES FILL IN WETLAND * + • DENOTES MECHANIZED •e'� • CLEARING ®DENOTES IMPACTS IN SURFACE WATER 25' 0' 50' SCALE P1 Sto 12+77J5 P1 Sto /8+79B6 P1 Sto 20+74.67 L = 21'34' 08.4' (RT) L = 35' 21' 079 (LT) 0 = 3' 44' 425' (LT) D = 6' 09' 39.0" D = lO' 25' 02.7' D = 603' 24.7' L = 350JLY L = 339.36' L = 61.83' T = 177J5' T = 175.27' T = 3093' R = 930.00' R = 550.00' R = 94596' RUNOFF = 88' RUNOFF = 88' SB = 4% SB = 47 VD = 40 MPH PERMIT DRAWING SHEET OF _ F F DENOTES FILL IN WETLAND / " • DENOTES MECHANIZED • " r'" e * . CLEARING ®DENOTES IMPACTS IN / SURFACE WATER 50' 0' 100, / OB PERRY JR AND WIFE SYLVIA P. PERRY DB 686 PG 22 BM 9 PG 82 SCALE 0- -BL- i W0005 .� PROJECT REFERENCE IN SHEET NO. I 8-4750 4 • ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER o s a -c r k Czl- INCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION Z @ a) • 6 �{.S \ RavEL_j/ 2 G 2 0PG JIMMY B BLAYLOCK AND k WIFE JUDY P BLAYLOCK ,u000s // '• .,.. s ry p DB 994 PG 143 i „ n .pro,..OENGINEERING BM C3 Pt1588 i ECOLIJGICAL STEWART wm � p00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Rr\ _ F, F S \ EIV B 50 +50A0 �/ • ,2 v �T sS ,� WoSl oDs POR02p42 WFs I WpQOs 5 BANK TAILSTABILIZA ON y O \ s CL DETAIL 3 CLASS II RIP RAP / OB •'I EST 75 TO i JAMES T ETHERDIGE EST 110 SY GE ILE o �' �--� • dt -' 'Fs� DB 1924 PG 144 C3 PG 87E7E o � J de dezkNk g \\ JEREMT PG 896 ETTE \\ \ SITE DB 1891 PG 96 _ BM C3 PG 87E (ISOLATWETLAND) � � WpooS 1 S B -1 SITE 2 ' N: 792,321 j • E: 2,214,735 ELEV=204.33' p' VS� Q U1 / SITE: -P tiY I I I RUSSANNE ARMATO AND \ 1 TERRY LANGSTON DB 1142 PG 1022 BM 1999 PG.(4j6 \ �\ Q Wpo05 O / � \ \ JOHN A DEFRUSCIO AND PENNY L. DUFRUSCIO {� WIFE PENNY L DEFRUSCIO IDS 1055 PG 0542/ DB 1284 PG 1028 \ BM 1996 PG 348 BM 1999 PG 324 DETAIL 1 /I TOE PROTECTION INot fo Srole) N.—I M1.1 \\S\oQe jcro"nd (\_ I I d d= 2.0 FT i b= 2.0 FT Georedile Type of Liner= CLASS B RIP RAP I FROM STA. 12+50 TO STA. 13+75 -L- RT FROM STA. 15+97 TO $TA. 16+55 -L- RT FROM STA 18+25 TO STA. 19+20 -L- RT DETAIL 2 SPECIAL LATERAL 'V' DITCH I N, to S-1.) Fill NONmI •j'� �� Slope Ground ?) D Q�0` d Gaola"tila Min. D= 0 - 1.5 FT Type of Liner= CLASS B RIP RAP Moz. d= 1.5 FT FROM STA. 16+60 TO STA. 18+25 -L- RT NOTE: THE CONTRACTOR MUST COMPLETELY REMOVE ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE TIMBER ABUTMENTS MUST BE DONE USING APPROVED NCDOT BMP METHODS. THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING TIMBER ABUTMENTS AND INSTALLATION OF THE BANK STABILIZATION ON THE EAST BANK. DETAIL 3 BANK STABILIZATION IN— Scole) 3.0'min. 2.o' NWS 4 GEOTEMLE FOR -L- PROFILE, SEE SHEET 5 Type of Liner= CUSS II RIPRAP STA 15+65 TO 15+85 L FOR STRUCTURE PLARS,SEE SHEETS S-ITHRU S-I6 SITE 1 SITE 3 ow is �gw 0010 lows Ine � 0.00" . . 1 • G SITE 2 I START JS � R\SCR c) 9 SITE 4 STOP JS I Now PROJECT REFERENCE IN SHEET NO. 8-4750 5 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR / W ACOUISITION II Fl ..1�1 S T E WA R T ®ECOLOGICAL ENGINEERING PERMIT DRAWING SHEET OF F F DENOTES FILL IN WETLAND * + • DENOTES MECHANIZED •e'� • CLEARING ®DENOTES IMPACTS IN SURFACE WATER 25' 0' 50' SCALE 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 12+56/13+80 -L- RT 1 105' 39" BOX BEAM W/ 4' CAPS 0.03 0.02 2 15+62/16+63 -L- RT 1 105' 39" BOX BEAM W/ 4' CAPS 0.03 0.04 3+ 18+26/19+74 -L- RT 1 105' 39" BOX BEAM W/ 4' CAPS < 0.01 0.05 4 15+77/19+21 -L- LT 1 105' 39" BOX BEAM W/ 4' CAPS < 0.01 0.05 < 0.01 7 TOTALS*: j 0.08 j i j 0.15 j j < 0.01 j j 7 j 0 0 *Rounded totals are sum of actual impacts + Considered an isolated wetland by the USACE NOTES: Perm. Fill in Mech. Clearing in Perm. SW Wetlands Wetlands (sq. Impacts (sq. (sq. ft.) ft.) ft.) Site 1 1520 677 0 Site 2 1376 1608 0 Stie 3 325 1969 0 Site 4 2279 223 18 Total 1 5500 4477 18