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HomeMy WebLinkAbout20190352 Ver 1_130115_Final Permit_Drawings_20190320/ uon � r ����j�����,�y North Carolina Department of Transportation Stormwcltf'►' Highway Stormwater Program �� �) STORMWATER MANAGEMENT PLAN �``'����' (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.11.183 TIP No.: SF-130115 County(ies): Caldwell Page 1 of 7 General Project Information WBS Element: 17BP.11.183 TIP Number: SF-130115 Project Type: Bridge Replacement Date: 10/15/2018 NCDOT Contact: Heath Slau hter- Division Environmental Officer Contractor / Desi ner: RK&K - Core Cavalier, PE Address: g01 Statesville Road Address: g00 Ridgefield Drive North Wilkesboro, 28659 Suite 350 Ralei h, NC 27609 Phone:336-903-9202 Phone:919-878-9560 Email: hslau hter ncdot. ov Email: ccavalier rkk.com Cit ITown: Lenoir Count ies : Caldwell River Basin s: Catawba CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 953 ft. (0.180 mi.) Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.7 ac. 0.7 ac. Typical Cross Section Description: 2-lanes at 12' each with 4' paved shoulders 2-lanes at 11' each with 2' unpaved shoulders Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 3700 Year: 2017 Existin : 3700 Year: 2017 General Project Narrative: This project replaces existing bridge #115: 2@3025', for an overall length of 60.5'. The bridge consists of steel plank floor on I-beams. The bridge is 28.167' wide out-to-out. (Description of Minimization of Water The proposed bridge will span: 1@70'. The bridge width is 36.0' out to out. The proposed bridge will incorporate sloped abutments with 4.0' caps. There is a slight increase in Quality Impacts) the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff. The proposed project utilizes "V" and up to 6' base ditches to replace existing ditches impacted by this project. Runoff from NW, SW, and SE quadrants are conveyed by these ditches into Greasy Creek via Class I Rip Rap at embankment. Waterbody Information Surface Water Body (1): Greasy Creek NCDWR Stream Index No.: 11-39-4(b) 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? 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) � � � � Y � � �� , � w ,� � � , �, : �; 1. . 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'FO. � '1�- �,� .�.�, � r` �� VVILI�S AVERY �;7, �� '� k:J � �ul *�� Bu� c CALDWELL � �., >�� ' 0 4 ( , F; �+ i �� .1, : `7 �� .3L�I � � �__ AL�EXANDER �1�\ ��� �ATA\A/ % Divison 11 B Caldwell County Bridge 130115 SHEET 2 5 yRl: '. ��� /� � � �i �ry } i., �� �*, � �a �'� � ��, Bridge 130115 ��f ��I.Si� _ y �rrrk ��'.r T ,�:^ r�-, ,r�' �,�� ,� J �� 500 Feet ` Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, �O OpenStreetMap contributors, and the GIS User Community ; �z� WILI�S AVERY ,�;,, � i,'� � �a, �ul *�� BURKE CALDWELL .� -� �1 !F; 4 � .�, .�` 3� j' �-_ � 1 �\ � � ;� � ol 1 ! `7 AL�EXANDER EXA — ��� Divison 11 B Caldwell County Bridge 130115 SHEET 3 N � WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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- 14+55, 55' LT Rip Rap at Embankment < 0.01 < 0.01 5 10 -L- 14+60, 35' RT Rip Rap at Embankment < 0.01 < 0.01 21 20 2 -L- 14+g0, 5' LT Roadwa Fill of UT to Greas Cree < 0.01 < 0.01 40 TOTALS': < 0.01 < 0.01 66 30 0 *Rounded totals are sum of actual impacts NOTES: Total amount of tree clearing is approx. 0.1 acres September 2014 � � � � � � B GlN CONST RUCT l N -L - POC ST A. 9 +36.00 -L - PC Sto. 9 +00.99 l30/l5 PROJECT REFERENCE NO. SHEET NO. l7BPelleRol83 4 R�W SHEET NO. � ROADWAY DESIGN HYDRAULICS O� ENGINEER ENGINEER �� � � �� / ' � PERMI T DRA WI1�G a O � �P SHEET 6 OF 7 1"=50' PERM NENT SURFA E TEMPORARY SURFACE � WAT R IMPA TS WATER IMPACTS BENJAMIN D. GRIFFIN - JACKI GRIFFIN DB II 8 PG 526 -DRl - POT -DR2 - POT Sto. l0 +82.13 // -2 � N 56° 3/' 3/.5° TR Tl END CONST RUCT lON -DR - ST A. l0 +62.27 -DRl - ST A. l0 +57.J�,3 RI P RAP AT EMBAN K NT \� o- _� SEE DETAI A �� �` N 6 33'2 /"W � INSTALL SPRING BOX, LOCATION TO BE DETERMINED SPECIAL CUT �' DURING CONSTRUCTION BY ENGINEER ��5 _� DITCH -� END PROJECT SEE DETAIL G � L I P Q -L - A. �+ . SPEC AL CUT D C PV� TILE //5 -3 GEORGE GARRICK SEE � C/F STANDARD 'V' DITCH CHARLOTTE GARRICK 55 TON CL B RIP RAP SEE DETAIL F DB 1904 PG 1165 W/160 SY GEOTEXTILE PVEN� PROp ,y_ DB K793 PG 1732 ��° �e j9N Cq DB 1806 PG 1454 /5 00 P B 2 8 P G I 6 0 QVE N p0� & l l �MMUN � �ES P�N " p°w F pUF `'-�`�'-r^,- �, .._„ ,�.� :�-, _s-�"'���'`�v o� 3 pG� j SPECIAL CUT DITCH PP�P OI p /,� � ��Q" 40 '32 SEE DETAIL B E' _ __--- \ ���� p �v OTCB � W/110 SY PSRM QV � _ � i �� _ , � % O � — � ���'4DE ro � � � � , . � � W P AT-1 ��C 11 TON P �N �i ES _ - 1 TYP -II • DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 50' 0' 50' 100' PLAN 50' 0' 50' 100' PROFILE (HORIZONTAL) � �� �� � �� 20� PROFILE (VERTICAL) \ � i� — — . __.�s� .• �ts,.. • ' � ' ���� I I ' I .. ��� ��!i� �� — —�����i�������: — — . ,p � '• � - —, ;� ' ..� . . ���;j ' - �� 'I��I��_��i,_,�_l, • ''�/� • • • � • • � �+ � ��jr � � _ - ..�� _ U �� � , -�,,,� ,,`;..,=%-'� _ • ' �' \I'i!���I\��i't'�'�� `�►. � ,.- �,� .. • . � - w�,r� �� �yi �� � ��r:��.��������� �■��A� . _,# � - � : � ���� �t�) � ' _- _ _ _ :��� � _• �� -- - • ��� `' ,v '" � i j��.. �!1 � ,_-�r� lif!!�-�����'�-_ - = � � - . �� � :�% - � �' . - - -� i� � ,�-�►�:��_ -: � — .--.;�:�.` 3!-�-�-�-��r � � -__ • , - - . - - � � � - � - _ �. �� _ ' :� � �� t_� _!�� / . � � �s.��. 1 ��� I� � �' 1 0I�► � � 1 1 ► � Y� I � ��" 4������� ��G� � �' � � � � • �'��r_ r � I�Iiy �` � _� • � � �� i� ��IY���.� ��� ����_- ��t=� 1 , 1 1 '.• , • ,, � , � • � .s� �• _ � Y u � � � �� • � - • � - - �- . � , , , � .�1 _� �i�►,- :,. . � i-�`''` " � - Q : �` �1 �� � � • . . . �,' �� 1, 7 , � � � . �� � F��� v��` � ����/ W/7 SY SEE DETAIL D � 7S„ � .f �� ���/ CL II RIP RAP GEOTEXTILE W/315 SY PSRM �\\ � �� ���q\� PE IAL T DIT H W/GEOTEXTILE 11 TON � \ p 4j `� � S C SEE DETAIL C RIP RAP AT EMBANKMENT �` CL B RIP RAP \ ����\ � � b `�� 80 TON CL B RIP RAP SEE DETAIL A W/28 SY �� W/240 SY GEOTEXTILE RIP RAP AT GEOTEXTILE � -�I � \` � il �� \ t�" EMBANKMENT i/ � l '-% Oi� \ y � - L- P T S ta. 1 3+ 3 2. J� 7 SEE DETAIL A '� / F ��' � � �RA � -L - l S A� 0+05.00 -DRl - POT Sta. l0 +00.00 = N 47° 53' 22.6" E � � ��i W o � -L - PC Sto. 10+00.00 -� - POT Sto. l3 +59.30 � -L - PC St l5 +85.70 ��� � �� -DR2- POT S.�O O.00= SPECIAL CUT DI f -� � SEE DETAIL G _ � -L - POT St . l5 5.7 ` GRDEB RY A G 894 H \�� \c��sc / �� //5 -4 s ��� , � I � � � WEST LENOIR BAPTIST CHURCH \ ' DB 619 PG 553 /� DB 1171 PG 1788 � � � � � DEBORAH J.HENSLEY � DB 809 PG 554 0 z � � 3 L � Q � �, �, � � � � � � � � � L 0 � � � � � � � 0 � > � w, � � DENOTES IMPACTS IN � � W SURFACE WATER � , � �� � ] DENOTES TEMPORARY ��� oL N� ��' IMPACTS IN SURFACE WATER �_ � �� � �� � -L - PCC Sto. l9 �� 1"=50' � ��. o� � � `/e 3�� � TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE— WATER IMPACTS TEMPO RARY S U RFAC E WATER IMPACTS � �`°�.o� .� '8 � � -L - PT Sto. 20 f75.06 ���',�s \ PERMANENT SURFACE WATER IMPACTS UT TO GREASY CREEK � TB . INSTALL SPRING BOX, LOCATION TO BE DETERMINED � DURING CONSTRUCTION BY ENGINEER -III � C-------- PLA11 tS PREPARED B Y: RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 � � � � � � l30/l5 �� �O �� �P� � -DRl - POT -DR2 - POT Sto. l0 +82.13 // -2 � N 56° 3/' 3/.5° TR Tl END CONST RUCT lON -DR - ST A. l0 +62.27 -DRl - ST A. l0 +57.J�,3 RI P RAP AT EMBAN K NT \� �- _� SEE DETAI A ��` 1 �� �, �� �`� � N 6 33' 2/" W j INSTALL SPRING BOX, LOCATION TO BE DETERMINED SPECIAL CUT DURING CONSTRUCTION BY ENGINEER ��5 _� DITCH � END PROJECT SEE DETAIL G � L I P Q -L - A. �+ . SPEC AL CUT D C PV� TILE //5 -3 GEORGE GARRICK SEE � C/F STANDARD 'V' DITCH CHARLIOTqEPGARRICK 55 TON CL B RIP,RA P PVE SEE DETAIL F KEN CALL /� DB g� G 65 W/160 SY GEOTEXfiILE � DB 1806 PG 1454 ' PRop �`� DB 1793 PG 1732 � OMMUN �I�� ��. �� 0� � ,, N p�� l�v �" �� � � oe / �93 pq G � PB 28 PG 160 pU�l� � �N . F � "�� � 3 �� � & l RESP �,�. , F - � 1 �5 � � � � � � / ' a � , /�� PERM NENT SURFA E TEMPORARY SURFACE }j � (�l WAT R IMPA TS WATER IMPACTS `J ' BENJAMIN D. GRIFFIN - JACKI GRIFFIN DB II 8 PG 526 � 1"=50' � � SPECIAL CUT DITCH / PP�P OIN P� __ _ ' `i `p ' � _ �— �-�Q 40 2 SEE DETAIL B _ E ' _ ___ \ ''` p _____�- �v OTCB W/110 SY PSRM QV � . _ , -L - PC Sto. 9 +00.99 � � B GlN CONST RUCT l N -L - POC ST A 9+36 00 l \ � ) � �J t / .i _ ,\ �o' F��, v� �. ti ,,, �� � � � ��� � �`'� ' / % G� � O O � � _ � 1�o�GJ GREG RY A ARCH DB G 894 , �_ � %/ O � � — \ �GRADE TO � F � —�., - �~ Q1 / W � ��=��� � / PU� �N �-i, Es _ _ 1 TYP -II �IP AT-1 � �C / �i/ /� _� 11 TON � _ -- � �_ PROJECT REFERENCE NO. SHEET NO. l7BPelleRol83 4 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI1�G SHEET 7 OF 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 50' 0' 50' 100' PLAN 50' 0' 50' 100' PROFILE (HORIZONTAL) � �� �� � �� 20� PROFILE (VERTICAL) \ • , ` �.� - . __.sass� .• � �t�s:.. � • � ' :��.� I I ' I . . �F . �Ij �� — — �\ 1�.� I���_I�1 �\._ � i ♦ � � . . � . . I,' . ��> • �I �r � �ir�liAi�T�t��� ►+ �+ �'�� f �► • _ � � ��%`��_s�� J ��� - = � = � = ' �� - - �= `�-r � a��-%''' ' _ , : � � � \I�.���;��I\�� �'i��� ,.� .,,, _ . •�.�. �'� ��� :.. • � " ' - ;,,, � � � ~ .�'� • � _ . 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INSTALL SPRING BOX, LOCATION TO BE DETERMINED � DURING CONSTRUCTION BY ENGINEER -III � C-------- PLA11 tS PREPARED B Y: RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560