The URL can be used to link to this page

Home My WebLink About20230219 Ver 1_BP9.R009_wet_permit_20230208 Highway North Carolina Department of Transportation gstornliawl-11e Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) 2: — FOR NCDOT PROJECTS is WBS Element: TIP No.: BP9.R009 County(ies): Forsyth Page 7 of 6 General Project Information WBS Element: ITIP Number: BP9.R009 Project Type: Bride Replacement Date: 2/2/2023 NCDOT Contact: 7�156960oMiaiHlService P.E. Contractor/Desi ner: Richard Hiner Address: draulics Unit Address:2801 Yorkmont Road Center Suite 100 Raleigh,NC 27699-1590 Charlotte,NC 28208 Phone: 919 707-6711 Phone: 704 533-3630 Email: tail ncdot. ov Email:irichard.hiner ws .tom City/Town: Winston-Salem,NC Count ies: Forsyth River Basins: Yadkin-Pee Dee CAMA Coun ? No Wetlands within Project Limits? No Project Description Project Length(lin.miles or feet): 0.17 Surrounding Land Use: ISuburban area South of Winston-Salem,NC Proposed Project Existina Site Project Built-Upon Area ac. 0.7 ac. 0.5 ac. Typical Cross Section Description: Two lane roadway with 11'lanes and paved shoulders.Bridge over South Fork Muddy Two lane roadway with 11'lanes and paved shoulders.Bridge over South Fork Muddy Creek. Creek. Annual Avg Daily Traffic(veh/hr/day): Design/Future: 8000 Year:2045 Existing: 7,300 Year: 2021 General Project Narrative: The North Carolina Department of Transportation(NCDOT)Division 9 proposes to replace Bridge 0241 on SR 3011(Old Salisbury Rd)over South Fork Muddy Creek in Forsyth (Description of Minimization of Water County,NC.The proposed project corridor is approximately 0.2mi in length.The purpose of the project is to replace the existing bridge with a new bridge that meets current Quality Impacts) standards.The project is located on SR 3011(Old Salisbury Rd),just north of the Forsyth and Davidson county boundary. Waterbody Information Surface Water Body 7 : South Fork Muddy Creek NCDWR Stream Index No.: 12-94-13 NCDWR Surface Water Classification for Water Body Primary Classification: Class C 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? iYes I Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A 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 (If yes,provide justification in the General Project Narrative) I General Project Narrative) lo NSee Sheet 1A For Index of Sheets STATE STATE PROTECT REFERENCE NO. SNOT SHEETS STtv��XlIII1r IElIIIIr�CCO1�11IIrF `N\vVTI�0��1�II NORTH 1l/�—`CIIIt�1��' �AO��\�L�ICN t�� BP9.R009 ]l O o 5 . x9• ]D)11V115l1 Q) 1 \ 01F JH111GIH1W 1\ JY UI STATE PROI.NO. F.A.PROI.NO. DESCR�'1 LF / I ' BP9.R009.1 P.E. — — BP9.R009.2 ROW,UTIL. N FORSYTH COUNTY LOCATION:REPLACEMENT OFBRIDGE241 ONSR 3011 (OLD PERMIT DRAWING SALISBURYRD) OVER SOUTHFORKMUDDYCREEK SHEET 1 OF 5 P .�EG�T_ I m I ° ' TYPE OF WORK: GRADING, DRAINAGE, PA VING, &STRUCTURE ATION LLL 5 FAV.Y C UNTY O ooavrosoN couN E�d VICINITY MAP OFF-SITE DETOUR N.T.S. WETLAND AND SURFACE WATER IMPACTS PERMIT /Aj, SITE 1 10+00 /5+00 20+00 1 � �i TO WINSTpN SgLEM \ END BRIDGE END PROJECT BP9.R009 �— \ ��\ -L-STA.18+10.00 21+48.00 I ��— BEGIN BRIDGE : -L-STA. �� —�—_��_ �---- ---------- L-STA.16+30.00 -L- SR 011 OLD LISBURY RD I 1 \ _7_ -- ---_ f TO NC 150 EG CO ST CTII �I - TA +0 .0 B I R E B 9 > I SITE 2 'r/ I + .00 I ICI I /°/ F= FRIEDBERG MARSH MITIGATION SITE N � EI LE1LINIIINJAIKY IPILANS 00 NOT UISIE FOR CONSTRUCTION • DOCUMENT NOT CONSIDERED FINAL r[[>E_\ UNLESS ALL SIGNATURES COMPLETED V PI ANS PREPARED BY PLANS PREPARED FOR HYDRA ULICS+I.NGINEER GRAPHIC SCALES DESIGNDATA PROJECTLENGTH ��I� DIVISION OF HIGHWAYS �I DIVISION 9 `� ADT 2021 = 7,300 4021 STIRRUP CREEK DRIVE 375 SILAS CREEK PARKWAY 50 25 0 50 10o ADT 2045 = 8,000+ = D NC ENO F-125303 WINSTON SALEM,NC 27127 LENGTH OF ROADWAY TIP PROJECT BP9.R009 0.136 MILES 2018STANDARDSPECIFICATIONS PLANS LENGTH OF STRUCTURE TIP PROJECT BP9.R009 _ SIGNATURE: 0.034 MILES V = 55 MPH TOTAL LENGTH TIP PROJECT BP9.R009 0.170 MILES RE, 50 25 0 50 100 FUNC CLASS = RIGHT OFWAYDATE' CHRISTOPHER H. LEE,PE ROADWAYDESIGNENGINEER MAJOR COLLECTOR JULY 24,2022 PROJECTENGINEER OPROFILE(HORIZONTAL) STATEWIDE TIER 10 5 0 10 20 LETTING DATE. DANIEL R. DAGENHART JUNE 26,2023 DIIISION9BRIDGEPROJECTMANAGER P.E. PROFILE(VERTICAL) SrONATURE: O DETAIL 1 \ \ / DETAIL 2 DETAIL 3 DETAIL 4 N BP9.R009 r f s - RIP RAP AT EMBANKMENT ARMOR STREAM BANK SPECIAL LATERAL'V'DITCH g � PECIAL LATERAL'V'DITCH N (Notro Swle) \ ye \ / / INotro Scale) 1 Nm lc Swle, (Nett.Seel, 3RD1 004 From f 50. From 10'min. 7..E..T.LE NaturPl \ DWd, \ \ �- o / l \P` Dirch ,e„p ROADWAY DESIGN NaNral 1 hoc Slepe \> Nmurol 1" rol Slope Ditch 2'ITYP")D erP . GroundoDF Grade P. ,5�s ENGINEER sMin.D= 1.5 Ft. '� \, `� Min.D= 2.0 Ft. GEOTEMILE I GE.T.LE STRF?M BED —L—STA.13+00.00 L TO STA.16+64.00 L \ \ / —L—STA.17+54.00 L TO STA.20+00.00 LT TY of Liner= 40 TONS,CL II Rip-Rap Type of Liner- 355 TONS,CL II Rip-Rop (n (n \ /� (T) ( ) Ge tulile= 40s Geoteiile= 380s;'Est.Exwvotion-405 C1' FROM STA.16+39 TO STA.16+57-L-LT FROM STA.16+51 TO STA.17+06-L- THE WATER LINE WILL BE INSTALLED BY THE CITY OF WINSTON- I SITE 1 / FROM STA.17+41 TO STA.17+61-L-LT FROM STA.17+31 TO STA.17+51-L- SALEM,AND n I A THE CITY WILL BE WORKING UNDER A NON-REPORTING NW58.COMBINED /yo IMPACTS FOR THE WATER LINE AND BRIDGE REPLACEMENT DO NOT EXCEED o NON-REPORTING THRESHHOLDS. \ / t o f \ O � HYDRAULIC DESIGN �/ ENGINEER y STONE 64SE I I I °° ASE - _ - --Ne — - —. C L__E - C _ _ c w/ — --------- ��S�sonm \ r `T `7�` -G- --w/LT R/W T R/W -- EXIST R/W _E%!ST-R�_ SAUSBURY-0122' �_L———— — —"�—————————— FO— ———— —— ———— ———— — —_ —————_—————T FO—\——— ————————T FO———————— I�`V CP + �TFo-- --- -- -T Fo �� F - IST R/W_PROPERTY /—�� _ ------- 29'HDPE ——— — SR 301HOLD SALISBURYIRD122•BST DOCUMENT NOT CONBIDEREDFINAL \ 26° 7'34. ' �)• — UNLESS ALL SIGNATURES COMPLETED STATE OF NORTH CAROLHYA IF,CM ��—x — F x—X \I I 1XIST R/W o x x >cE: x W A \ Nc x x x xWx F xxxxxxxx n TS F F \ F / I \ \ e \ xx Xlxxxxxxxx�'x TS F R 1 I I /6'CONC SURFACE WATER IMPACTS \ ® Nc T5 T 3��mw e I _ ROADWAY DESIGNUNIT PR TEMPORARY SURFACE WATER IMPACTS SITE 2 // / • o �w�l/ / w/L m I EPARED BY T I x I l a FILL IN FRIEDBERG MARSH MITIGATION SITE I / PORCH x� 9021D RHAM CREEK DRIVE I NC ENS F-]259 W I I l �j 3SpC i WATER LINE CONSTRUCTION IN FRIEDBERG W xxVx MITIGATION SITE _ U (a,132.16si) I I l� PERMIT DRAWING � / m P]CBEILIINJII'NA]RX IPLAFd - HAND CLEARING IN FRIEDBERG MARSH MITIGATION SITE W w g I /x I a / SHEET 2 OF 5 (3,076.71sf l� I / 0' 20' 100' —FMMS— FRIEDBERG MARSH MITIGATION SITE Scale: V= 100' 10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24 750 750 740 C) EL 740 > > > > d > 730 O 730 S A 12+50.0 ai °' c� rn o CD r ND GRADE E �20.06 +� n ro TA 21+48 00 (+)1.2590% ()1.3 18% n N L 716.86 -L- L720 ()1.6437 ° (+)1.2590% 1. 718% (-)0.30 710 o B IDGE HYD AULIC DAT 710 -- ----- 7 % ------ C, --------- ---_—____ h _ =--- " --- ---- . DESIGN /SCHARGE 6,8 CFS -- ----- -------- +t` DESIGN REQUENCY = 5o YRS O DESIGN--" =--- -7 . -7 n _ CD 0 .M N� BASE DICHARG = 7.66 CFS V V N - O 2 _ BASE F' OUEN Y = O YRS 700 O �}` r ~O > OVERTOP ING D CHAR E= 7,66 CFS 700 O O O F ci 0 O✓ER70P ING F EQUE CY= 100+/ YRS H > > ^ > w N O^ DATE OF SURVEY = 3/8 2022 690 - 690 0 (DATE OF SURVEY 701.8 (03/08202 )) AT DATE OF S RVEY = 70/• FT Q+10 ---DITCH RADE(LT) N�� 680 680 O� W Ly- n 670 670 0 Lo NO DOV N0 0LO WN O� MM VM O) cM 7 O cM L`7 V7 LI)O �N N� 00 ODO 0 L`7 O)O) W 0 W 0 O)DO. O�* 00 h h 0 0 N N N N O 660 660 10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24 O DETAIL 1 \ DETAIL 2 DETAIL 3 DETAIL 4 BP9.R009 r F / RIP RAP AT EMBANKMENT ARMOR STREAM BANK SPECIAL LATERAL'V'DITCH / / - PECIAL LATERAL'V'DITCH N - (Not ro SwIe) �`� _ � \ / I Not ro Scale) [Not to SwIeI (Notro Scale) — -- sRoi 004 From \ F o V D�, F onto 10'm n. Ifl Nrurol \� Onch r —� P� 7� \p� Dikh . NM.ld N.ournl ROADWAY DESIGN Groed 2] Hpc-_ Mepa / \ .s. Natural 1. M1 apt Slope GY d - _-_ _ -- 10'm'n 2'ITY _ O �a Gmd=10'min 3- 0.' -� v». ENGINEER � MILE GEOTEXnLE GEOTEXTILE Min.D= 1.6 Ft. '� / Min.D= 2.0 F. GEOTE � / EXISTING STREAM BED Type o1 Liner= 40 TONS,CL II Rip-Rap Type of Liner- 355 MNS,CL II R p-Rap -L-STA.13+00.00(LT)TO STA.16+64.00(LT) '� \ \ + i - -L-STA.17+54.00(LT)TO STA.20+00.00(LT) Geore.lile= 40' Geole.I le= 380e;'E Ex_f— \ / st =405 Cl Fr \ 1; i C FROM STA.16+39 TO STA.16+57-L-LT FROM STA.16+51 TO STA.17+06-L- tl SITE FROM STA.17+41 TO STA.17+61-L-LT FROM STA.17+31 TO STA.17+51-L- , THE WATER LINE WILL BE INSTALLED BY THE CITY OF WINSTON SA EM,AND \° THE CITY WILL BE WORKING UNDER A NON-REPORTING NW58.COMBINED IMPACTS FOR THE WATER LINE AND BRIDGE REPLACEMENT DO NOT EXCEED o NON-REPORTING THRESHHOLDS. � o F Py O HYDRAULIC DESIGN > NENGINEER ° I S4 N w� � I sron�Eease --- - --- - XT ---- --- -- - -- R - X=. c -- w_ -- --- — — -- — -- - ----- -- — c > EXIST Raw- - — ——— _ - - _ _ _ — — — — - R/'�� — — y� E%IST F/w —— —6YlST-R{W- — / 0 -- �se�ar�azz�sr -C — y_ -- fo-. - - -- _ _ _ _-- --/T F - -- Fo- --- - - -- a-cPl `F I� � A -6�= c _ w w _ w� h PROPERTY LINE - �� L24_HDP ---- BST -L E_ SR 30/I(OLD SAUSBURYIR0122'BST / i DOCUMENT NOT CONSIDERED FINAL \ \ - IrJ4. ' UNLESS ALL OF NORSIGTH ES CAOOMPLETED F - \ J emnmeorNoamxonao>,¢vA i X - �� ,Xx I Eas,R/w 0 00 w w F x x x` x S F R �I /6•roN� x �l g LLLL SURFACE WATER IMPACTS "c nc TS L � j ROADWAY DE9IGNUNIT � oy m TEMPORARY SURFACE WATER IMPACTS SITE 2 // �w �l iL1 �m / PREPARED BY X�i SCREE 9021 STIRRUP CREEK DRIVE F FILL IN FRIEDBERG MARSH MITIGATION SITE PORCH nDRxAM NG zavoa NC ENS F-1369 ( fl WATER LINECONSTRUCTION IN FRIEDBERG + � ' MITIGATION SITE x / (4,132.16sf) PERMIT DRAWING 'o PIREILIIMI[NARYIPLI I 2 - a n�Nol et.na�r�w�I� / I HAND CLEARING IN FRIEDBERG -MARSH MITIGATION SITE \ g - /x SHEET 2 OF 5 (3,076.71sfl - l I --- ---- a---� 100, FMMS FRIEDBERG MARSH MITIGATION SITE Scale: V= 100' 10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24 750 750 740 L) EL 740 > > > > (L 730 cl) 11 O 730 S A 12+50.0 ai (6 °' N o r ND GRA E E �20.06 +� n M TA 21+48 00 (+)1.2590% (-)1.3 18% I,_ N- L 716.86 -L- L 720 (-)1. 437% —— —— — _ —— 720 (-)1.6437 0 (+1.2590% 1. 718% (-)0.30 % L177�710 o B IDGE HYD AULIC DATA% 710 ----- 7 --------------- ---_—____ h _ DESIGN /SCHARGE = 6,8 CPS -- ----- -------- +t` DESIGN f REQUENCY = 50 YRS O DESIG =--- -7 . _ O O .04 N BASE DI CHARG = 7,66 CPS V V N - 0) 2 _ BASE F QUEN Y = O YRS 700 O �+` r ~O > OVER70P ING D CHAR E= 7,66 CPS 700 O O O F 0✓ER70P ING F EQUE CY= 100+/ YRS H > > ;2^ > w N O^ 690 DATE OF SURVEY = 3/8 2022 - NNIS EL APR (DATE OF SURVEY 701.8'(03/08202 )) AT DATE OF S 690 RVEY = 70/. F Q+,o ---DITCH RACE(LT) N CrID 680 680 n 670 670 to Lo NO MV N� N00 m 00N O MM VM 0) M 7 O cM L`7 V7 Lqc! �N N7 CO 000 � O M O)0) aO O 0000 moo O N N N N O 660 660 10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24 PERMIT DRAWING 0 5 10 FORM N SHEET 4 OF 5 X 0 a 5 730 730 w P w rn O �N O n F nn 720 720 701.15 SURF E WATER PACTS TEMP SURFACE WATERIMPA TS 710 - -- - -- — -- - 710 700 —— —— —— — — -- — T 700 17+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 12+73 to 17+62 Bank stabilization 0.038 <0.01 208 15 2 12+50 to 17+50 Water line installation 0.050 40 TOTALS": 0.00 0.00 0.00 0.00 0.00 <0.01 <0.01 208 55 0 'Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 1/20/2023 FORSYTH COUNTY 13P9.R009 SHEET 5 OF 5