The URL can be used to link to this page

Home My WebLink About20200262 Ver 1_BR-0127 Permit Drawings_20200219Hi'hwOy North Carolina Department of Transportation >� StDllYlbvc7fE`t . Highway Stormwater Program STORMWATER MANAGEMENT PLAN 'a^ (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 48836.1.1 TIP No.: BR-0127 County(ies): Yadkin Page 1 of 1 General Project Information WBS Element: 48836.1.1 ITIP Number: BR-0127 Project Type: Bridge Replacement Date: 1/27/2020 NCDOT Contact: David Stutts Contractor / Designer: STV Engineers, Inc. / Shirshant Sharma Address: 1020 Birch Ridge Drive Raleigh, NC 27610 Address: 900 West Trade Street, Ste. 715 Charlotte, NC 28202 Phone: 919 707-6442 Phone: 704 816-2556 Email: dstufts@ncdot.gov Email: Shirshant.Sharma@stvinc.com City/Town: Hamptonville, NC County(ies): Yadkin River Basin(s): Yadkin -Pee Dee CAMA County? No Wetlands within Project Limits? Yes Project Descri tion.11116 Project Length (lin. miles or feet): 0.11 mi Surrounding Land Use: I Rural Residetial, Wooded Proposed Project Existing Site Project Built -Upon Area (ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: Bridge: Two 10' lanes, 5' to the right shoulder and 5' to the left shoulder. Approach: Two 10' lanes, variable paved shoulders. Bridge: Two 9' lanes, 3.1' to the right shoulder and 3.3' to the left shoulder. Approach: Two 9' lanes, variable shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 720 Year: 2040 Existing: 360 Year: 2015 General Project Narrative: (Description of Minimization of Water Quality Impacts) The existing 30' 9", 1 span bridge over UT to South Deep Creek on SR 1325 (Mountain View Church Road) is being replaced with a 1 span bridge with a span arrangement of 1 @ 60' (24" cored slab). The bridge will have 1.5:1 sloping abutments. The bridge will be crowned with a 2.5% slope to the left and right. The bridge will also have 10' travel lanes with 5' to both left and right shoulders, 27'-10" clear width and 30' OTO width. The existing bridge structure will be removed. Overall drainage patterns will be maintained. There are ditches that flow towards the bridge on both the begin and end left sides of the structure. There is a ditch right of the begin side which will be maintained in the proposed condition and there are proposed special 'V' ditches on the upstream side of the bridge. Class -II riprap will be used at the embankment of the standard 'V' ditch outlet on the left end side of the bridge. On the end side of the bridge, a traffic bearing grated drop inlet with double frame and grates (2GI) was placed on both the left and right sides of the roadway in the shoulder berm gutter to pickup runoff from the bridge. The existing concrete abutments will be retained. Deck drains will be required to meet spread criteria but the drains will not discharge directly above water. Waterbody Information Surface Water Body (1): UT to South Deep Creek NCDWR Stream Index No.: 12-84-2-(1) NCDWR Surface Water Classification for Water Body Pr mary Classification: Water Supply III WS-III Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: 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 I (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) r/ ,_ L 0 L a E L a L N_ O m N 0) U C .3 0 0 / 0 T F E 0 C J) LU w U o'er N L oL N� T �_. N /. N 0 V PS BEGIN PROJEC R u13� sa azJ FV orJa o END %�" PRO ECT —0-4 DETOUR VICINITY MAP N.T.S. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) OR DESIGN DATA ADT 2015 = 360 ADT 2040 = 720 D = N/A T = N /A V = 55 MPH FUNC. CLASSIFICATION: LOCAL SUB —REGIONAL TIER STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS YADKIN COUNTY LOCATION: BRIDGE NO. 980189 OVER U.T. TO SOUTH DEEP CREEK ON SR 1325 (MOUNTAIN VIEW CHURCH RD) SURFACE WATER IMPACTS PERMIT PROJECT LENGTH LENGTH OF ROADWAY TIP PROJECT BR-0127 = 0.095 MILES LENGTH OF STRUCTURE TIP PROJECT BR-0127 = 0.012 MILES TOTAL LENGTH OF TIP PROJECT BR-0127 = 0.107 MILES NCDOT CONTACT: DAVID STUTTS, PE Structures Management Unit PLANS PREPARED FOR THE NCDOT BY: 1 900west NC 2 20 suite 715 STV 100 STV Engineers, Suite �j� Charlotte, NC NC License NumberF-0991 2018 STANDARD SPECIFICATIONS KEVIN G. BAILEY, PE RIGHT OF WAY DATE: PROJECT ENGINEER ETHAN P. WRIGHT, PE LETTING DATE: PROJECT DESIGNER STATE STATE PROJECT- NO. 10C. BR-0127 STATE PROJ.NO. P. A.PROJ.N0. 48836.1.1 9127 SHBET TOTAL SH66T5 D65CRIPTION P.E. Permit Drawing Sheet of s DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ®p NORgp P.E. SIGNATURE.- ROADWAYDESIGN �A ENGINEER ®R aaA��°®��! P.E. LEGEND RIPRAP AT EMBANKMENT 16+22 TO 16+43 LT ,.. HYDRAULICS ENGINEER �.�J. - PERMANENT IMPACTS IN SURFACE WATER ,- :. TB 2GI T DOCUMENT NOT CONSIDERED FINAL �2 ELBOWS 4 • STANDARD 'V'DITCH DECK DRAINS 5+00 TO 15+61 LT (SEE DETAIL B) js— 171ECOIAL LATEIPALO'OV' DITCH 12" PIPE 9SPECIAL LATERAL 'V' DITCH CL-1 RI PRAP , GIOTEXTILI �A SUE GMW Sick I . I RETAIN — `i}ii��/,e►/'�4I/� . v �— ..�i; ►1is\\11:�.i JE PUE .. . ., TEMPORARY STANDARD 'VI DITCH RIP RAP AT EMBANKMENT . -'e SWrS. G. FROM STA. 15 + 00 LT TO STA. 15 + 61 LT I =CLiRi"% Permit Dra-mg .. ■■■■■■11:.1■■■11:::::::::1 :! .. "°°°°°°°� '�::::::.NN I■■■■■■■■■ ■1 lIIIIIIIIIIIIIIIII■ 1 °°°°°°°°° ......... .■. ■.. °'°!■■■■■■■■■1111 ■■■■■■ °°°°° ■■111111111°° 11111111111111111111111 1 .. ■.� ■■ .. �■■ . �:I . . .. ■■■■■..Yo 1.....YY E ;- n■■■■■■Y ■■■■oY ..■.■o ■■■YY■n■■■■■ ..... ...... � ■■■■■Y YY. .: .■■■■■■■■■■■■■■■■■■■■■■■ ........................... ..................■■K ■■■■..Yo ■ ■Y ::: ■■■■■■■■Y ::::::::m ■■■ ■■■ ::: in ■■■■■■■■ :::::::::: ■■ ■■ ■■■■■■ ■■■■ :::: ■■■■■■Y aili1I�' ■.l ■■�, m • ■■ : ■ ■ ■ :! ■■ YYY■ ■� YY■ Y■■..■■■■■■■■..■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.YOYY■ :::::::::::::::::::::::::::::::::::::::::::::::::YOYY■ ■■■■■ ■■■■ MEN ansY■ ........ moommommm IN ■■■ MEN ■■■ ■■■■■■■■ ■■■ ■■■■ YY■YY■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■YYYY■ -■■■■■�E■■■■■■■'■■■■■■■■■■■■Y�■■■�E■■■■■■■■■■■�■�' YY■ ■■■■■ - CC■■■■■ YY■ ■ ■ ■■ Y - YYYY� ■■■■■■■■Y - YEMEE ■ ■■■mom - CC■■■ Y■ - YYYY ■■■■■■■■ - - - fy' ::- �� i■■■■■■ :■■■■■■■��■■��■■■��■■■■YY■■■ - Y■ ■■■ - YY ■■■■ , , - -,' -YYY No ■ ■■■■■■■■■■■■■ - - - - - ■■■■■■■YYY■■ YY�Y�■ ■■■oY YY■■ - - - - .YYYunnnnunnnnunnnnunnnnuYYY� rLil11■■■■■■■■■■■■■■..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.YOYY■ ■■■■■ MEN ■■imm ■■■ ■ ■■ ■■■■■■■■Y ■■■ ■■■ ■■■■■■■■ ■■■■ ■■ ■■■■■■■■■■■■■ ■■■■■■■�■ I ■■■■■■..■■■■■■■■..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■YYIYY■■_ MEN oil I -_- iiiIII -__ imlim -_-■■■■■■■■� IiiiiiiMMMIN -- MEN 'I - --_-_ MINNIE - IIIIIIMEEM imon Milan - ___ - - ___ _____ _____- III loll I -_- -_- Iiiiiiii0wo iiiiiiiii - ■■■■■�11111 ■■■■■ ■■■■■aiiii-E ■ ■ ■■ ■■ ■IS■■■■■■■Y ■■■■■■■■■■� ■■■■■■■■■■YY■ ■ ■ r■II■■■■■■■■■■■r Y■II■■■■■■■■■■■II' ••___�___ �;•; ■■■■Y■YY■■ ■■■■■YYY■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��I■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.YOYY■ NONE MENNEN Sp IN mommos",i 'Eloommomm�m iiiimmmmmmmmmmmm ME mom momom .11 ■■■■■ -_- ■■■■■ -__ ■ -_- ■■ -_-■■■■■■■■Y ■■■ _----_---- ■r■■■■■■ IN _ in -■■■■■■ ■■■ ---- ■1■■■■■■■■Y �__ - �_ __---��■ _____ •. . tl:794i ■■��■ _________ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ■■■ ■■■■■■■■Y ■■■ ..■Y n■■■■■■ ■■■ Y■ ■■��. mP, 111111Fa rJJa. ■� Y� YY■ Y� ■..■■■■■■■■.notion YunYmw.n nnnnn notion nnnnn notion.■■■■■■■■..YOYY■ nnnnn nnnnn ■mommommommommom�� - ■n ■■■ . ■■■■■■■■Y ■■■■■■■■Y ■■■ ■■■ G•1 ■■�■i .7 ■E:::::::::SY:iY� �_ �::�: ■■.■■N:::i�_ YYY° �:: r I '� I �lr�- +3' --ur �,y "� -YY■YY■YY■YY■��I.13'Uyl14-I•■■■■■..■■■■■■■■..■■■■■■■■.mommommommom.■■■■■■■■..■■■■■■■■..YnYY■ !!!:■-. .. =MINI!!= MEN :: !!!!!:: ::��`::�\ YYY■YY■YYw �-� ! ==��::��:�_ YYY■L71■■�ov l■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■YYYY■ .................................................YYYY. ..................................■� - - - - - - - - - _ - .. _ _ Y Y Y......Y ■■■■■_■■■■.■■■■■■ ... _ ... _ ....... _ _ _ ■ .....■, \,.■.■ _ &=roomsI _Yo■!1 rirru I', -- /��,,7�� i� 7 - - %■■■■■..■ -� \�_7��yy,((.�1NMi�'i.iif.YY000cWJfl.n000n i•d�■.l��CfFI-iLl■�25'�G.L_-■■■■■.n:::�::::::� ■■■■■� ■ ■ Y■■■■■■Y Y■■■■■■Y ■■■ ■■■ ■■■ ■■■ .■■■■■■ ■■■■■■■■■■II.■fLa Y■Yc..-]a�■ ■■■■I■■■r-•s :.vi l! [■-- �....■■Ynnnni■■■■■ notion noY■■■■■■Y i mmmm■■i■Y■■■■■■Y■■■■■1■■■■■■■■... ::: ::: ::::::: :11::::::■� I��:::::::::I::::::�:��G'.:�:::1 I/■■YYti■cY �'I:■Y Y■YY■nuoYl.��l \7:::1 1�� ii�•� - ��Ii* •� (��1' - �_7.1N�� ■YY■■Yr.�YM �'�7::::■�t 1�u� J■�■:■�::::MMMr;fj iI ,Y0:0:::: :::::::::::::::::::::::::::::::::YYYY■■Y�:EMO III :::::::::: -- �:■�:r.m � ■�'Ife'.1::ommom�:: ::::::::::::::::1*L6u��J:::::::::::::::::::::::::::::::::::::::YYYY■l -- - - - ■■� ::::: - - - - - - - - - - - - - - - - - - - - - - - - - - YtitiY� �::::::� - - ti■ ::: - - Y■ ::: - - YYti■ ::::::: - e-■Y ::::::::::::I YY■Ya :::::�::::II tiY■unY■e - ,, .l��i��hllFl�::Is n•��■rrY■ranntinr..i �� ,�'��:7::::C:1�7::::::i]- - -- .YYY■r�o,....._._Y■Yoou0000u0000u0000u0000u0000u�_�_�__ ::::l��9:::YY■YY■YY■_ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::YYYY■YY■YY■ Y�I�•••••��::::::�■:III::■�:IN ::■:::■ :::::I:■::uir:�i: .., . .... 1.'�YY■YY■�_::::::::■ mom Mile , ° ' ■■©I■■■■■'•"•"•■■■■■■■■■■■■■■11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!!!!!I ,11■■i�1�11''�1■■■■■■■■■■■■■■■■■1!!!l11111111111111111111111111111!l1111111111111111 • • , ■.■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■ ...................................... Ili 15M�Iii Fs ■ IR!i'li�■�!►.C1 ■ LEGEND ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES PERMANENT IMPACTS IN SURFACE WATER O DANA PINNIX WARD STANDARD 'V' DITCH DAAND WIFE IX 15 + 00 TO 15 + 61 LT RETHA E. PINNIX CL-B RIPRAP & GEOTEXTILE (SEE DETAIL B) SPECIAL LATERAL 'V' DITCH 14+50 TO 15+00 LT CL-B RIPRAP & GEOTEXTILE (SEE DETAIL A) J� a T J. MARK CHAPPELL AND WIFE TAMMY L.CHAPPELL DETAIL B STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground �.� ,L.� Ground D d Geotexti le Min. D- 1.7 Ft. Type of Liner= CL-B Rip -Rap Max. d= 1.2 Ft C) O 0 /"1 Ln O (((QD Q STV 100 90o west NC 2 Sc, Suite pis / STV Eri�TIriCCTS� ItlC. gq y� Charlotte, NC 2e2a2 NC License Number F-0991 PROJECT REFERENCE NO. BR-0/27 RNJ SHEET NO. ROADWAY DESIGN ENGINEER RIPRAP AT EMBANKMENT 16+22 TO 16+43 LT CL-I RIPRAP & GEOTEXTILE (DETAIL C) DECK DRAINS (TYPJ II SLOTS ON X CENTERS (LT) -- --F— F pUF CL-II RIPRAP PUE - EXCAVATION 2 VAN W. HEMRIC AND WIFE JENNIFER S. HEMI COLTON HEMRI( DECK DRAINS (TYP.) 8"XIS" SLOTS ON X CENTERS (RT) TEMPORARY IMPACTS IN SURFACE WATER DETAIL C RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min. J Grade 1.0 GEOTEXTILE Type of Liner= 5 TONS,CL-1 Rip- Geotextile = 'Co SHEET NO. HYDRAULICS ENGINEER PERMANENT IMPACTS IN SURFACE WATER 2� DECK DRAINS (TY)`J 8'X6p DOCUMENT NOT CONSIDERED FINAL SLOTS ON X CENTERS (LT) UNLESS ALL SIGNATURES COMPLETED 2 15" CSP TB 2G1 w/2 ELBOWS TJENNIFER VANN W. WIFE IC ANDSBG END STA.16+64 S. HEMRIC COLTON HEMRIC STANDARD 'V' DITCH 16+43 TO 17+00 LT CL-B RIPRAP & GEOTEXTILE (SEE DETAIL E) SPECIAL LATERAL 'V' DITCH 17+00 TO 19+00 LT CL-B RIPRAP & GEOTEXTILE (SEE DETAIL D) I I I I �I I OI F 12" PI PE I rl I i C C99999999 C F --- F --- F --- F -- F SBG END STA. 16 + 64 PUE PUE E PU PUE VAN W. HEMRIC / TB 2GI QJENNIFER AND WIFE S. HEMRIC COLTON HEMRIC I 15" CSP I /2 ELBOWS _ \ S �S w\ CL-B RIPRAP & GEOTEXTILE \ CL-II RIPRAP EXCAVATI O N DECK DRAINS (TYPJ 88X6" SLOTS ON X CENTERS (RT) 25' 0' 25' GRAPHIC SCALE Permit Drawing Sheet a of 5 SITE 1 FROM STA. 15 + 00 LT TO STA. 15 + 61 LT FROM STA. 16 + 22 LT TO STA. 16 + 43 LT WETLAND PERMIT IMPACT 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 15+91.58/ 16+27.61 1 @ 60' (24" Cored Slab), TEMPORARY IMPACTS DUE TO FLOATING TURBIDITY CURTAIN 0.02 67* 1 15+91.58/ 16+27.61 1 @ 60' (24" Cored Slab), PERMANENT IMPACT DUE TO BANK STABILIZATION <0.01 14 TOTALS: <0.01 0.02 14 67 * TEMPORARY IMPACTS LENGTH TOTAL = 81' (14' TAKEN INTO ACCOUNT IN PERMANENT IMPACTS) TN Revised 3/31/05