The URL can be used to link to this page

Home My WebLink About20190414 Ver 1_17BP.10.R.118_HYD_PRM_WET_SET_20190404Hi hW� North Carolina Department of Transportation � �Stormwater g y g �� ,....,,..., Hi hwa Stormwater Pro ram � STORMWATER MANAGEMENT PLAN ��"'� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.10.R.118 County ies): Union Pa e 1 of 1 General Project Information WBS Element: TIP Number: 176P.10.R.118 Pro'ect T pe: Brid e Re lacement Date: 03/20/209 NCDOT Contact: Garland Haywood, PE Contractor / Designer: Dean Lewis Address: NCDOT Highway Division 10 Address: HDR Engineering, Inc. of the Carolinas 716 W Main Street 555 Fayetteville Street, Suite 900 Albemarle, NC 28001 Ralei h, NC 27601 Phone: (704) 983-4400 Phone: (919) 232-6632 Email: ha ood ncdot. ov Email: dean.lewis hdrinc.com CitylTown: Monroe County(ies): Union River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 0.13 Surrounding Land Use: Woodlands/Farmlands Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: Buford Shortcut Road (SR 2149): 2 paved lanes (10' each) shoulder width varies from 3' Buford Shortcut Road (SR 2149): 2 paved lanes (10' each) total width varies from 19' without guard rail to 7' with guard rail in the project area, total width varies from 20' to 29'. to 20'. No guard rails except for the bridge rails. Annual Avg Daily Traffic (veh/hr/day): Design/Future: N/A Year: N/A Existing: 800 Year: 2017 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Union County Bridge #358 on Buford Short Cut Rd (SR 2149) over Adams Branch. The (Description of Minimization of Water existing structure is a single span bridge (1 @25'-3") timber deck on steel I-beams. The proposed structure is a single span bridge (1 @65') 24" cored slab deck w/4.0' deep caps. Quality Impacts) This structure has been designed to minimize environmental impacts. Channel improvements were made for the proposed bridge design, the excavation associated with the channel improvements was kept to a minimum to reduce stream impacts. Three ditches are proposed on the site, all of the ditches are to be rip-rap lined at the outlets to prevent channel/bank erosion. Waterbody Information Surface Water Bod 1: Adams Branch NCDWR Stream Index No.: 13-17-36-2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: Habitat for the Carolina Heelsplitter exists in Adams Branch. NCDOT biologists will conduct a survey of Adams Branch before construction. NRTR Stream ID: Adams Branch Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (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) � � � • � • 0 � � � ., � V W � � � � � `� J �� ll" �� U1�I01� COUI�TY LOCATI011I: BRIDGE 11r0.358 01V SR 2149 OVER ADAMS BRA11tCH BETWEE11t SR 2139 A1VD NC 207 TYPE OF WORK: GRADIIVG, DRAI11tAGE, PAVING, A111D STRUCTURE WETLAND AND STREAM IMPACTS BEGIN CONSTRUCTION BEGIN STATE PROJECT 17BP.10.R.118 —L— STA. 10 + 15. 00 -L - Vil � •� � V �\ � O V c � � � � w � � � � o< r, z, �L 6,0� o�� Nm- ,�. N�< \ �� 81 > � � i � � > ) TO SR 2/39 I g � � I g I � I � � � I I BUFORD SHORT CUT RD. N SR 2/49 � � BEGIN BRIDGE —L— STA. 13 + 7� 0, � 0 / \N W \ \ A \ � 1 \ N II � \ � � DD N � O �� END BRIDGE —L— STA. 14 + 38.65 END CONSTRUCTION END STATE PROJECT 17BP.10.R.118 —L— STA. 16 + 85.00 ro NC 20� _ CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II LOCATION SKETCH ��HDR Engineering, Inc. of the Carolinas dNc��[��,��°� ��,.��vs 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � NOT usE FOR R�w A�oL�s�T�oN N.C.B.E.L.S. License Number: F-0116 DOCUMENTNOTCONSIDEREDFINAL UNLE55 ALL SIGNATURES COMPLETED P�epore0 for tl� Offlce of: H1'DRAULICS ENGINEER DIVISIOIY OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH sTaTE oF NoxTx CAROLINA ADT 2017 = 800 DIVISI0IV OF HIGHWAYS 2$ �2.$ 0 2$ $� AD.r. = 1000 Birch Ridge Dr., Raleigh NC, 27610 �� P��WB�,� DHV = o�o LENGTH ROADWAY STATE PROJECT UBP.l0.R.118 = 0.114 MILES zois sznxnnxo snsciFrcarioxs ��'` ��'�� PLANS � �— % LENGTH STRUCTURES STATE PROJECT 176P.10.R.118 = 0.013 MILES srcNaruns: �E 25 12.5 0 25 50 7— 6 ��o RIGHT OF WAY DATE: DOMINIC M. WAINWRIGHT, P.E. � � V= 55 MPH TOTAL LENGTH STATE PROJECT 17BP.10.R.118 = 0.127 MILES APRIL 5, 2019 rxo�Ecr ExcrxEsn ROADWAY DESIGN �� a� PROFILE (HORIZONTAL) ENGINEER �� p�pgg9� 5 2.5 0 5 10 FUNC CLASS = LETTING DATE: ALEXANDER D. SNIDER, P.E. LOCAL RURAL OCTOBER 9, 2019 PRo�scr nss,cN Eyc,xEsn PROFILE (VERTICAL) SUBREGIONAL TIER r.E. SCOTT COLE eE. S7GNATURE: D1VlSlON ENGINEER See Sheet 9A For Index of Sheets � � � � � a � z � 0 o � + � E L � a � a 0 � o J � � z .. � � � 0 o < � � w � o � � w � � WETLAND AND STREAM IMPACTS LEGEND DENOTES IMPACTS IN s s SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 2' LATERAL BASE SPECIAL CUT DITCH W/CLASS DITCH WiPSRM I RIP-RAP O n I� -� �— �'� �sr�... I S � % I � i ��W �� - � �� i� �� I I� �� W �� I � I I' � I iW � m a I ._ g 1. E I � E E� I: w I I: , - � ,�__" � — — � — — -E �, _ / � � � , i — � �_ ��-_; - � - -� - - - - � - - i� `` ' REMOVE �� _ �— — F� � � 15" RCP-IV `- / ' - . , _:� . . .-,. . .. „ .... -. . .. .. _ .. � _. - . . . _ _ . \ � C_ __ .a_ _ - _ — — _ —� — _ _. —_-._ — _ _ ' .�—� �-, - ... - - _ - _ - _ _ _ - _ �— .,___��. — F —� � � — � _ _ _ a R �c \ F � -- � SPECIAL CUT DITCH O RIP RAP AT EMBANKMENT CLASS I RIP RAP 1, � � � \ 1� N \ _,m w. \ � � � w a \ � \\ \ �;\ � � � \I` �. � ��' � � � �W m; I' � � EMO E i� �. - . _ _ _ __ - _ . - . i,- - - t � C — . _ Q i < � _ 0.0 /15" CSP � F C � iiELeD�S. � � -,.. _. ......_- ' . _ -. __ . - .. � _.. _ _ ___ J r � rri'� — � --_�� . J� Ti:C R O 2'LATERAL BASE ° � DITCH W/CLASS I RIP-RAP gpECIAL CUT DITCH RIP RAP AT � SITE 1 EMBANKMENT SEE ENLARGED CLASS I RIP RAP AREA ON NEXT SHEET / LATERAL V DITCH 0 �� 0 z _ RIP RAP AT EMBANKMENT CLASS I RIP RAP PROPOSED STREAM BANK STABILIZATION O R R F /5 -- - - -- — — -- - - = ,' �-----_—= Y. � -_ . . ..- - ... . . . . , . ... .. .. . - . - . . . -� � � —. — _ — — — F _ � F ij TB 2GI - � 15" RCP-IV , , � TB 2GI -. � . .- ._. .. . . .. .. � � � � � � � z ` o � � < E L � a � � � 0 o � J � � z .. � � 0 a �, . 0 o � � o < � � w � o � � w � � WETLAND AND STREAM IMPACTS LEGEND DENOTES IMPACTS IN s s SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER / / / � �� / � �— � � � � � � � r / v � f RONALf� D. �A�IBROUGFJ� � � I � I, J 2' LATERAL BASE SPECIAL CUT DITCH W/CLASS DITCH WiPSRM I RIP-RAP Oi � � / ��F:� � � � , R � � , I � � �^� � _ i� _ I W E � � E -, �w _ -��_ -`��i— F ___ r — � - c -�= i � _ r�� _ _ _ � _ � n- r � i — — � � C^ � REMOVE -�._�_ .. � . . � � . ., . .. / --- F-- � ' 15" RCP-IV �- � -- - .. '. .. / , _ ��.. . . . ., �.. ... . .. .. ,... ..._.. . .. . _ . . - - � . \ � � _ _- .a_ � __ . _ _ _ . -� - _ _. -. -� _ � - ' __ -_. - __ _. ..__ � �- --. ___,__.."_ .- . - - - �,. - � � _ F ir;;� a R �c \ F - - / ��` �`'� �rA`�� / i �� `'°� � / / / / / C�°� /4'�/ / �'�� / � �� / � � � � � � �� / i � ' � SPECIAL CUT DITCH RIP RAP AT EMBANKMENT CLASS I RIP RAP II �I I. E � �F� IS I �s�� -I W I� �I , r-� �' I , � I ' g I � w I � a J, g I _ RIP RAP AT EMBANKMENT CLASS I RIP RAP PROPOSED STREAM BANK STABILIZATION 0 �� 0 z I � / w � \ O / � � � � Eow i�� _ _ � � — b��— \� '— � R R — � � � i��_ � /5 � _ — � — F '' - - _ � � _ � = - _ . . - -_. _ . ...- _. : ' ,._,%�.�` . . _ y C — — _ . - .. .. � . - . . . -- -_ _. _ _ _ - - F � F - T6 2GI . .. .- ij � � 15" RCP-IV T . . TB 2GI _. .. . .- ._. . . . . .. .. � � \ \ �� w , \ \ \ � \ � a � � �:\ � � � \I � . ,I m � I � ' �� m ;; I� � .,_, _ �. _ _ _ _ _ __. - '.,- __.. . -_ -.. _. EMO E_ `�� P � < � _ 0.L / 15" CSP �� F C l' . /iELBDIi � - �... _ . . . �. �_ .., . , � - . . � . �. . .. . . . . _ -. _ _ . 1, � � � �. __ J __ -. r ��r�_il � —�_�� R� O � 2' LATERAL BASE ° ' / 1 � ` DITCH W/CLASS r� � I RIP-RAP gpECIAL CUT DITCH /� ( rLLS' � / � i—� ---/\ RIP RAP AT � SITE 1 EMBANKMENT SEE ENLARGED CLASS I RIP RAP AREA ON NEXT SHEET � � �. / �; __ � ,�� LATERAL V DITCH / / /,� v / -� � / / �--- — � � �: v � `�'✓ � � � WETLAND AND STREAM IMPACTS LEGEND , ' � ��I DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORA IMPACTS IN SURF� PERMANENT SURFACE WATER IMPACTS � 0 �00 � a z PERMANENT SURFACE WATER IMPACTS � � z 0 0 � E L � a �� oa 0 wo � w z� 0 � � o w o � w � � DITCH GV 11 /'1LL I'\ITr^LJ /111TCA11 �� W/RIP RAP � � � � � � �� o� 0 Q "' �w z� s a"' � o .. � o�a �a �� o � o � �, � � � a 0 z� z o �� w m �j� 0 ��w 0 �� N Z Q N i � .:....J ...:...:.:..... ........._ ......... :._....... ........ ... __ . . . . .. :. .. ...:...: .: . II I I_ .:.... ...........i ._........._. i..�-........ ......... ... _ . .. :_I. _ ... .. ..... .. .�� j _ :_� ...... ......... ......... ......... ......... ......... ...... . ......... .. .. .. . . .. .. .. .. .. .. ::::: ::::::: ::::::: ::::::: ::::::: :::::::: :::::i:�--� ::::::::: . . . � � . . . . . � � . . . . . � � . . . . . ........ ......... .....�. .,�......... � .:: :::::::: ::::'f. ........i: � .:: ::::::: ::::i:-- - � ��I ��I i.j. �i i::i ! : : ; � : �:�;::�I:: �:: BEGIN CONSTRUCTION BEGI GRADE I - -L- STA.IOfl5.00 EL. 574.26 _ _ ' _ ___ :_ _ __ -L- 580 _ , ; — ; �, - � �, — � � � � Pl = 13+50A0 � � � �� A - ` _ EL = 55725' I� � � � � � � _ _ _ _- __ K = 88 - � � �' VC = 670' '�� ' �'� � � �- - V= 45 MPH �� , , � , _. � - �,. �, - --- 570 � \ \ _ - _ � NATURAL GROUND � --_ � 35' LT 560 550 540 PROIECT REFERENCE NO. SHEET NO. �1� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C. 27601 »BP �O R 118 s N.C.B.E.L.S. License Number: F-0116 ROADWAY �ESIGN HVDRAULICS ENGINEER ENGINEER I GLI , � � -I i. PERMIT DRAWING �: i DOCUMENT NOT CONSIDERED FINAL $HEET 5 OF 6 I UNLESS ALL SIGNATURES COMPLETED . . ".... ....-_ ..__.._ : ii . . . . . - i : i �-�� . - - I .... . .._. . . .. . . . . . . � _� �uCTioN _ -� - sra.16+85.00 � � � � �� I�� ; EL.565.7/ � ' ' � ---- — � --�_ __ ' __ _ _ _ — .—��/ _ i �— --' —. �_� 11 12 12 14 15 16 WETLAND AND SURACE WATER IMPACTS SUMMARY 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 13+85 To 14+18 Bridge < 0.01 0.03 37 117 TOTALS*: < 0.01 0.03 37 117 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb