The URL can be used to link to this page

Home My WebLink About20160923 Ver 1_251-S017R1 Permit Drawings_20160922/.wo' � I�II�;hWc1y North Carolina Department of Transportation 51vYtYlWilff'1" �� ,,,,,.,�,,, Highway Stormwater Program \=� STORMWATER MANAGEMENT PLAN �`"'�� (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 17BP.9.R.61-Br.790 TIP No.: County(ies): Rowan Page 1 of 1 General Project Information WBS Element: 17BP.9.R.61-Br.790251 TIP Number: Project Type: Bridge Replacement Date: 12/24/2015 NCDOT Contact: Contractor / Designer: STV Engineers, Inc. Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Ste. 715 Raleigh, NC 27610 Charlotte, NC 28202 Phone: 919 707 6751 Phone: 704 3721885 Email: Email: Edward.Vance stvinc.com Cit ITown: China Grove Count ies : Rowan River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.07 Surrounding Land Use: Rural and agricultural land Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 02 ac. Typical Cross Section Description: Two 10 ft. lanes with 4' paved shoulders Two 10 ft. lanes Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 560 Year: 2025 Existin : 280 Year: 2000 General Project Narrative: This project, SF-790251, consists of constructing a new 85' single span bridge, 33' out-to-out width which will replace the existing 39'-3" single span bridge. The project is (Description of Minimization of Water located near China Grove, NC on SR-1549 which is classified as a local road. The surrounding area is rural residential and agricultural land. The drainage area for Kerr Creek Quality Impacts) at this crossing is approximately 5.76 square miles. The project drainage system consists of a drop inlet and pipe that drain to roadside ditches. Riprap aprons are located at the end of all pipe outfalls and where ditches tie into the stream banks. Waterbody Information Surface Water Body (1): Kerr Creek NCDWR Stream Index No.: 12-108-21-2-1 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: High Quality Waters (HQW) 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 (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) General Project Narrative) 6 S \ 6 6 � � � � � � � � � D T _ � N O m � � � � � � � .3 ° 0 0 + � � 0 � .— r w �, � � � � � . U �o 0 oLm N � CJ �=c � o ��> m� 4J � � � V W O � � � � 0 V • � � V � � O V ��1� � �ll A � �� 11�A�� THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. � SMITH-ROWE, LLC �7-� STV F,ngineers, Inc. P@I'I'Yllt �CaWlflg S1 V�1�� eoo w�i r.oae st-, s��e �ia cna�iotce, Nc zazoz Sheet � Of 6 e�crd Nc ��e�se N�mbe� F—o99i GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH PLANS PREPARED Fox THE NCDOT BY: HYDRAULICS '� STV ENGINEERS, INC. ENGINEER 900 West Trade St., Ste 715, Charlotte, NC 28202 2� �� 0 ZD 4� ADT 2014 = 320 NC License Number F-0991 � Y9�RP�p LENGTH OF ROADWAY PROJECT I7BP.9.R.61 = 0.058 MILES �� c V— 55 MPH 20/2 STANDARD SPECIFICATIONS �@� ��p PLANS LENGTH OF STRUCTURE PROJECT I7BP.9.R.61 = 0.016 MILES + % T = 6 % * ,�.E. • s 20 10 0 20 40 TOTAL LENGTH OF PROJECT 17BR9.R.61 = 0.074 MILES sicNAruaE: � '. RIGHT OF WAY DATE: BRIAN K. LUSK, PE ROADWAY s � PROJECT EhGINEER MAY 19, 2015 DESIGN PROFILE (HORIZONTAL) * TTST=3%, DUALS=3% E1VG71�/EER ��.q', ��.'`e FUNC. CLASSIFICATION: LETTING DATE: PATRICK A. LIVINGSTON, EI �� gpA�� 4 2 0 4 8 NCDOT CONTACT: VIRGINIA MABRY LOCAL RURAL MAY 19, 2015 Pxo��cr n�srcnr�x SUB REGIONAL TIER Priority Projects Unit PROFILE (VERTICAL) PE S/GNATURE: ° DETAIL A DETAIL B DETAIL C PROJEQ REFERENCE NO. SHEET NO. LEGEND DETAIL D \ LATERALo6A8 QiDITCH SPECIAL CUT DITCH l7BP.9.R.6/ �F RIP RAP EMBANKMENT PROTECTION LATERAL 'V' DITCH � Nof to 5cole� � ,��„� �<a��, , N°�,° S0O1e, b F.o�, SMITH-ROWE, LLC RhV SHEET NO. � 10'MIN. 1.5:1 MAX. SLOPE �� Nat�rol A', �( Ditch Na��rol �� Slope ROADWAY DESIGN HYDRAULICS DENOTES TEMPORARY 1 � Groond ?� .� Fi° Gm�nd 1:� �� e Noru�al rill � p �°��- 51ope D F ENGINEER ENGINEER IMPACTS IN SURFACE WATER ��s � Ground L � i^,��. siope d d GEOTEXTILE � � ry STV E.�1�II1CCY6, ItIC. � _ � GEOTE%iILE q STU 1OO 900 We�t �rode t., Suite �15 DENOTES IMPACTS Min. D= 1 Ft. Min. D- 15 Ft. Geore.fle Hoxrnn� w.s. e�Ev. nnl�. o=t.s Fr. �maa, cna�ioue, Nc 2a'2o2 INC�MI�LE � Y�LANS IN SURFACE WATER air u,e Nor ro �� 6= 2 Fi. ^no.. d= ts F�. nnox. d-�.5 Ft. Nc �.��e�,se N�mce� F-o9si ENCROACH BELOW � 'When B is < 6.0' B= 4 F. DO NOT USE FOR 1W ACOUISITION rype o1 tine,= tt roHs,a i nip-rap � b- Z F Type of Liner= CL. B Rip-Rap Geate.�ile= 15 SY Type of Liner- I Rip-Rop STREAM PERMIT IMPACT • ��'�`� � FROM -L- STA.14+40 TO STA.74+75 LT FROM -L- STA.14+50 TO STA.14+95 RT FROM -L- STA.15+45 TO STA.76+70 RT BRIDGE °79025/ FROM -L- STA. 1a+15 TO STA. 1a+40 LT � ', FROM -L- STA.15+15 TO STA.16+00 LT AREA (AC) LENGTH (PT) Cv.55 i RiP R.4P WOODS � �6 � O ` �` AT EMBANKMENT 1 1 I TEMPORARY (DETAII D� Lq7ERA� v oiicH SW IMPACTS a�03 81 BOBBY MONROE & Bq STnsiuuTlON (oEiAa AI , I � yy00D5 � IRIS DRYE SAFRIT & inn Ci5 iN � E � DOCUMENT NOT CONSIDERED FINAL DB 84T PG 816 SURFA WATER SW IMPACT$ <0.07 8 � O � UNLESS ALL SIGNATURES COMPLETED � WF PUE P E P E U __ - TED W.BAILARD & YARD � w /� , DETAIL E P�E �c. STEPHEN L.BALLARD � Zo , WOODS RIP RAP EMBANKMENT PROTKTION E R 1\ PUE- DB 1214 PG 917 1 �� i No„o s�aiei . PV - F PUE v� / �o.MiN. is:i ma�c. s�ore l` I - PUE - I w o / _ __ __ PUE / � 1 � �.p,TERAL V DITCH PUE I aV- I \ 7 7 / 1 ` (DETAIL A) � Geore�i�E 5 ___. _ E%ISTIN R/W I � I � I _ -�----- \ / F nT-i 1 0 � GRAU-350 TL-3 F/ c TYPE-111 f-IZ ---- _ \ F� O 11 \ rype of u�e.= tt rOG�so�e.��le��Ris sv / j-- - TYPE-III � S 5 CURVED � R�P �2\ -� ��_ O I � � _ \ � F �o � I � FROM -L- STA. 14+40 TO TA.14+50 RT / ------ - / � � F � SR 1549 BRADSHAW ROAD � � � 1A70 SR 5350 / F �� MILLBRIDGE RD. / L_ __ ' - - --- � C � � S I F SR j549 - - - - - - - _ �� rvre-w - �\ nr-t I : 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - � - 3RPDSN� R�� F F nu s �-s � TVPe-u� '.��Q � � � � F \5" CMP -_ � � ' � - - F \ � E) ISTMG R/W ��o _ - - - � F � - �`,,' � - _ - SR 15ROA ' �� / ' \ ��'' PUE PUE � SPECIAL CUT DITCH l A� SEE FIGURE R pO F ��° � I�/ETAI� ��B RIP RAP �o� SITE 1 0 . i.; F' QJ�` � PDE � LP�E � m/� `E 1 WOODS O� \ � ^ WOODS O CLA�S I RIP RAP TERAL BASE DITCH / � I �D � y MACK WINSLOW, JR. nT MBANKMENT �.//CLASS I RIP R.4P � / ��#@ � DB 1220 PG 219 (DETAII E) (pE7q�� g) � 11�Q`^'A � OO 4O� O� qO� SITE 1 �'�-�� P�EJ Nm � , MACK WINSLOW.�R. Permit Drawin W00�5 � O�p �MTL � DB 1220 PG 219 g - ,PP��' �� GATE � Sheet 2 of 6 GRAPHIC SCALE ' � � 763 END GRADE � � � � � � � __�_ _�_ � EL -1752�� Pl = 14+96.00 -L- STA l6+15.00 �� 7 3 � _ _ - _ -� - - � EL 75920' � � � � r VC = 72' � VC = 2/0' _ � � � � i , , - E� - 75356' , , , , i- 759 � BEGIN GRADE DS =�5 MPH DS =505 MPN �GR�E 759 EL753A7 �2+25A0 PROPOSED GRADE E �+�4y6g?/. �� : _ - -- !_ _____ N BEGIN BRIDGE END BRIDGE � _, -L- STA 13+77Ap TO/BE�NREM�ED -L- STA 14+62A0 4b �• - - � 755 '�� Pi=is+io.00 �rr = = 755 � � �+�1 8`r ,,s-�e El= 756.60 - � - ,�' - -- � ------- _ � � Pl=14+75.00 LT 6�� '� / - a` EXlST.6RADE (-�-3�9% - - - - - t�5266%, El = 749.00 ,�'" Pl =15t45A0 RT - - __ - ^ 751 - �-�o.G398� I -�" E/ = 753.60 751 (v _ I �R•�`I / r Ell- l75/AO LT �/l =16+00.00 LT � ; _ _ - " 747 � � � �� STA 13+28J8 XISTING GROUND ��I/ � E/ =�75/.50 R� ` -- � �I , i ,, � a: � - -- EU52.80' CLASS II RIP RAP (TYP.) 747 _ � E I�I I _ _ _ � - -- 3 r �,_ , - - - `-` -` . �_ �, 743 ' � --------- LEFT D(TCH 4� Pl=14t40A0 LT - 743 _-- - - - - - - � El = 747.00 =- G I - - - - - - RIGHT DITCH _ , - � - -- � � � 739 �'� Pi =i4+5o.0o Rr - - - - - _ - 739 � �n � El = 745.00 h - o �; -'-;'-� 79025/-2 BM-1 BL-3 l p � � �- - � �'- - -- ` � -L- STA 14+4893 -L- STA /4+5528 -L- STA /7+30.45 �'v `m^ �ey - w, 735 I; 179Y LT 1139/' LT 18.38' LT � � - - - - - - =- 735 �, , ELEV. = 75/95' ELEV. = 745.80' ELEV. = 764A7' � � � { w� �, _ 73� I' _ _ . _ CUT EXISTING VERTICAL \ � . _ , . _ , _ _ , _ . _ _ , _ _ - . 731 � ABUTMENT AT TOP OF FOOTING �ro o_p r N �% 12+00 13+00 14+00 15+00 16+00 17+00 �m � ° DETAIL A DETAIL B DETAIL C PROJEQ REFERENCE NO. SHEET NO. LEGEND DETAIL D I \ LATERALo6A8E�iDITCH SPECIAL CUT DITCH l7BP.9.R.6/ �FA RIP RAP EMBANKMENT PROTECTION LATERAL 'V' DITCH � Nof to 5cole� � ,��„� �<a��, � , N°�,° S0O1e, b F.o�, SMITH-ROWE, LLC RhV SHEET NO. � 10'MIN. 1.5:1 MAX. SLOPE �� Nat�rol A', �( Ditch Na��rol �� Slope ROADWAY DESIGN HYDRAULICS DENOTES TEMPORARY 1 � Gro�nd ?�/ � �� F�II Gro�nd 1:1 F\� e ENGINEER ENGINEER Nofural Fill p '1„ Slope D IMPACTS IN SURFACE WATER ��s � Ground 2. � i^,��. siope d d GEOTEXTILE � � ry STV E.�1�II1CCY6, ItIC. � _ - GEOTE%iILE q STU 1OO 900 W st �rode t. Su'tP �15 DENOTES IMPACTS Min. D= 1 Ft. Min o- ls Fr. ceo�e.+ie Hoxrnn� w.s. e�Ev. nn��. o=t.s Fr. �maa, cn i ue, Nc 2a2o2 INC�MI�LE � Y�LANS IN SURFACE WATER air u,e Nor ro �� 6= 2 Fi. ^no.. d= ts F�. nnox. d-�.5 Ft. Nc �.� �,se N�mce� F o9si ENCROACH BELOW � 'When B is < 6.0' B= 4 F. DO NOT USE FOR 1W ACOUISITION rype o1 tine,= tt roHs,a i nip-rap �� b- Z F Type of Liner CL. B Rip-Rap Geate.�ile= 15 SY Type of Liner- I Rip-Rop � �1 �� BRIDGE °79025/ STREAM PERMIT IMPACT � i Cn � FROM -L- STA.14+40 TO STA.74+75 LT FROM -L- STA.14+50 TO STA.14+95 RT FROM -L- STA.15+45 TO STA.76+70 RT FROM -L- STA. 1a+15 TO STA. 1a+40 LT C �� ', FROM -L- STA.15+15 TO STA.16+00 LT AREA AC LENGTH PT Cu55 i RiP R.4P y I WOODS � �� '\� M � � ( � � � . AT EMBANKMENT ` • I 6 � " ,� �L. I TEMPORARY O (DETAII D� � L �pTERAL V DITCH - �• � O.O$ 81 BOBBY MONROE & BA STABILIZATION (�ETAIL A� 1I � � I SW IMPACTS \ WOODS � �. 1� IRIS DRYE SAFRIT & inn CiS iN I � � � DOCUMENT NOT CONSIDERED FINAL DB 84T PG 816 '- SURFA warea , ,f ' E SW IMPACT$ a 0.07 8 �� ,----��"�� O � UNLESS AlL SIGNATURES COMPLETED ' � � � �-� u' F � _ - TEO W. BALLARD & YARD � � � DETAIL E - pUE - P E_ �- --- PUE - P E \� -- � $TEPHEN L. BALLARD � Z /� WOODS RIP RAP EMBANKMENT PROTKTION �J� pUE _ � � - pUE � ON / �-- R PUE DB 1214 PG 917 �� i No„o s�aiei Z�� _ F '�{ 1 � PUE � 1 w o / -- 10'MIN. �-5:1 MA%.SLOPE . _ - t.s' ' PUE � /�` \ � I ` LP.TERAL V DITCH PUE I �~ I \ � T T ' � I I 1 (DETAIL A) Geore�i�E F��'� ' E%ISTIN R/W I � � __- � � � . '_ _ _ - � �-_- _"' - \ - / F AT-1 . 0 O � c TYPE-III --f� . 2 --R _ F � � - � I�I � GRAU-350 TL-3 F/ �� S � SHOP I -� \ Type of Liner= 11 TONS,CL I Ri�Rap F__ - nPE ili CP �eo�e,��e- ,s sr // - 5 - CURVED � � p�� F F o � T � � � I � � FROM -L- STA. 14+40 TO �TA.14+50 RT / / - ----- - - I \ F � SR 1549 BRADSHAW ROAD lAS MILES +/- � � � � 70 SR I350 / F �� MILLBRIDGE RD. / ' �- -- ' -_ - --- - � C � -/�� I - � I S ` TVPE-III I F _�� f� �i�5 v�h�`n'�1�.- �1^ � ^^�, _�- 1549 - - - - - = - - '.�� h \ �\ nr-t I , � � - - - - - � - - - - - _ �; L��L_ _ . �S "^rl-f„� '-'"� L� ' = �( ' 3R� R�AD F F nu s �-s ��Pe-ur � '�.�G�� - -- - -1� �� F �5"�MP _�_ -"1� � � - � . _- ) � - E ISTMG R/W 150'�� _ - - " � F � \ F ; -' � _� l' � \ �� J SR 15Rp � �� ' � � � PUE PUE - , ------ y . Pp � � SPECIAL CUT DITCH !l �✓ � SEE FIGURE- R !�� F \\� � �4/ D TAIL C)B RIP RAP �� SITE 1 ��` � �!� ��R�� / E� F QJ :5 ° � �� PDE �P�� -,!�/ �� m�/ c� I WOODS O� � z WOODS O CLA�S I RIP RAP qTERAL BASE DITCH // I �D � /- MACK WINSLOW, JR. AT MBANKMENT �' yy�CLASS I RIP R.4P �� / � � -�-- DB IZZO PG EI9 (DETAIL Ef� (DETAIL B) /� � �1�Q�p I O 4O� O� qO� SITE 1 � / ��' P�EJ Nm � . MACK WINSLOW.�R. Permit Drawin W00�5 O p � � DB 1220 PG 219 g �` /�� GATE Sheet 3 �f 6 �` . T• ,��s-P�� i r�. GRAPHIC SCALE '�, 763 END GRADE � � � � � � � __�_ _�_ � EL -1752�� Pl = 14+96.00 -L- STA l6+15.00 �� 7 3 � _ _ - _ -� - - � EL 75920' � � � � r VC = 72' � VC = 2/0' _ � � � � i , , - E� - 75356' , , , , i- 759 � BEGIN GRADE DS =�5 MPH DS =505 MPN �GR�E 759 EL753A7 �2+25A0 PROPOSED GRADE E �+�4y6g?/. �� : _ - -- L !__ _____ N BEGIN BRIDGE END BRIDGE �, -L- STA 13+77Ap TO/BE�NREM�ED -L- STA 14+62A0 4b �• Q 755 '�� Pi=is+io.00 �rr = = 755 � � �+�1• 8`r ,,s-�e El= 756.60 - � - ,�' - -- � ------- _ � � Pl=14+75.00 LT 6�� '� / - a` EXlST.6RADE (-�-3�9% - - - - - t�5266%, El = 749.00 ,�'" Pl =15t45A0 RT - - __ - ^ 751 - �-�o.G398� I -�" E/ = 753.60 751 (v _ I �R•�`I / r Ell- l75/AO LT �/l =16+00.00 LT � ; _ _ - " 747 � � � �� STA 13+28J8 XISTING GROUND ��I/ � E/ =�75/.50 R� ` -- � �I , i ,, � a: � - -- EU52.80' CLASS II RIP RAP (TYP.) 747 _ � E I�I I _ _ _ � - -- 3 r �,_ , - - - `-` -` . �_ �, 743 ' � --------- LEFT D(TCH 4� Pl=14t40A0 LT - 743 _-- - - - - - - � El = 747.00 =- G I - - - - - - RIGHT DITCH _ , - � - -- � � � 739 �'� Pi =i4+5o.0o Rr - - - - - _ - 739 � �n � El = 745.00 h - o �; -'-;'-� 79025/-2 BM-1 BL-3 l p � � �- - � �'- - -- ` � -L- STA 14+4893 -L- STA /4+5528 -L- STA /7+30.45 �'v `m^ �ey - w, 735 I; 179Y LT 1139/' LT 18.38' LT � � - - - - - - =- 735 �, , ELEV. = 75/95' ELEV. = 745.80' ELEV. = 764A7' � � � { w� �, _ 73� I' _ _ . _ CUT EXISTING VERTICAL \ � . _ , . _ , _ _ , _ . _ _ , _ _ - . 731 � ABUTMENT AT TOP OF FOOTING �ro o_p r N �% 12+00 13+00 14+00 15+00 16+00 17+00 �m � � � STREAM PERMIT IMPACT LEGEND AREA (AC� LENGTH (FT) DENOTE$ TEMPORARY TEMPORARY 0.03 g7 IMPACTS IN SURFACE WATER SW IMPACTS DENOTES IMPACTS � SW IMPACTS <0.01 8 � IN SURFACE WATER � �F �� , � \ �� , � �� ' i . � , � , � . . i 1 � TEMP RARY SURFACE O � O WATER IMPACTS TED W. BALLARD & , I � � STEPHEN L.BALLARD � BOBBY MONROE & ` DB 1214 PG 917 IRIS DRYE SAFRIT BANK 5T BILIZATION � I DB 847 PG 816 � & I PACTS IN �� W F1 SURFA E WATER PUE P E PUE R P EI� i �- F T5 T5 w � 75 T I / �\ 1 � T T . �. \ I � T T � I / \\ i1�i`� � — / � J I � / � 5 � F AT-1 F �\ TYPE—I I I — � TYPE—III � 5 5 CURVED � s � - - T5 T r-- --- - TS II TS T5 I I SR /549 BR,�SHAW ROAD -. -- -I i5 i5 -` - 75 5 � 5 S � TYPE—III - � - - T5 5 \` - � F�� TYPE—IIT � 1\ TS TS ' � —�C� � --�- . / ` \ F \ F � TEMPORARY � ��/ \ / � SURFACE � � � „l-�;" �� WATER IMPACTS R - /� W I �o � ' MACK WINSLOW, JR. � - 08 1220 PG 219 P D E MACK WINOSIOW. JR. � �� D�� ^/ DB 1220 PG 219 � G��V � p�V , ,�� i � b �I `l./ � � �L DIVISION OF HIGHWAYS / ROW.�N COUNTY I'R�JECT: 17B1�.9.R.61 � � � � � BRIDGE �i251 OVER gERR CREEg ON SR 15�9 20' 0' 20' <BRADSHAW ROt�D> Permit Drawing Sheet a of s GRAPHIC SCALE SHEET 1 OF 1 9�7./2016 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln 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 -L- 13+77 to 14+62 Temp. Dewatering BMPs 0.03 81 2 -L- 14+17 to 14+21 Bank Stablization <0.01 8 TOTALS: <0.01 0.03 8 81 Revised 3/31I05