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Home My WebLink About20161156 Ver 1_H-018R1 SF850257 Permit Drawings_20161122/.wo' � I�II�;hWc1y North Carolina Department of Transportation 51vYtYlWilf�1" �� ,,,,,,,�,,, Highway Stormwater Program \=� STORMWATER MANAGEMENT PLAN �`"'�� (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.11.R.115 TIP No.: County(ies): Surry Page 1 of 1 General Project Information WBS Element: 17BP.11.R.115 TIP Number: Project Type: Bridge Replacement Date: 5/8/2015 NCDOT Contact: Marc Shown Contractor / Designer: STV/Ralph Whitehead Associates, Inc. Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Suite 715 Raleigh, NC 27610 Charlotte, NC 28202 Phone: 919 707-6751 Phone: 704 372-1885 Email: mshown ncdot. ov Email: edward.vance stvinc.com Cit ITown: Low Ga Count ies : Sur 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 : 0.047 miles Surrounding Land Use: Developed urban residential and some agricultural and industrial Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.1 ac. 0.1 ac. Typical Cross Section Description: Two 9-ft lanes, 3' grassed shoulders Two 8-ft lanes, grassed shoulders (width varies) Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 760 Year: 2025 Existin : 380 Year: 2010 General Project Narrative: Roadway Description: (Description of Minimization of Water The project 17BP.11.R.115 consists of replacing an existing 31-ft single span bridge with a new 45-ft, single span bridge (24-ft out to out) with Quality Impacts) vertical abutments made of galvanized steel piles and precast concrete panels. The project is in Lowgap, NC and is classified as a local road on SR-1600 (Lumber Plant Road) over Fisher River in Surry County. The total project length is 0.047 miles. The existing drainage patterns are being maintained. The project drainage system consists of concrete flumes that drain to existing drainage features. Rip rap aprons are located at the end of each flume. Stormwater runoff is being discharged as far away from the stream as practicable. Environmental Description: The project is located in Surry County in the Yadkin Pee-Dee River Basin. Fisher River is classifed as a"WS-II", "Tr", and "HQW" water. The roadway approach work is minimized as much as possible to reduce the proposed project footprint. The proposed bridge abutments are outside of the river bank limits which results in no permanent stream impacts due to the abutment location. Reforestation is planned to re-vegetate the environmentally sensitive area around the bridge site. Waterbody Information Surface Water Body (1): Fisher River NCDWR Stream Index No.: 12-63-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: Trout Waters (Tr) (HQW) Other Stream Classification: 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? No Dissipator Pads Provided in Buffer? No 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) O � � V • � � V � � O V See Sheet 9A For Index of Sheets See Sheet 1 B For Standard Symbology Sheet BEGIN PROJECT I7BP.Il.R.115 -L- STA. IO + 78.00 �� ]��'�y]��.�� I��I��d��'�� SURRY COUI�TY LOCATI0111: BRIDGE #850257 OVER FISHER RIVER 0111 SR 1600 (LUMBER PLA11tT ROAD) TYPE OF WORK GRADI11lG, PAVI11lG, DRAi11tAGE, F�' STRUCTURE SURFACE WATER IMPACTS PERMIT SITE 1 BEGIN BRIDGE —L— STA. 11+78.23 i ~ / f� , , . ' / � �' �_—. _ . "-. � � RIVER -- / / 5 E��,. / j' � �/ � � i � / � , / /, / � -- — — — — _ — — — — i / ��' -----— — � �'i�� — --- � i i E� / // /� // � w rI�E g1'� /� / / `/ �,l�G g91 � THIS PROJECT IS 1VOT WITHIN A MUNICIPAL BOUNDARY.�` CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD I77. END BRIDGE —L— STA. 12+23.24 �I END PROfECT 17BP.I1.R.115 -U � ST�: I3 + 2�00 _ __.. __ --,___ � _� _ -- �,� \� _�- - - _ '�, SR 1600 (LUMBER PLANT ROAD)_ _ __ � �` .._ ----- --_ � `� \ � r� q` -� \ � �� — C 8yJ �I�� . T� �� o ,� _;�� _�e� Nqp` ` PRELIMINAIdY PII.ANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS W NOT USF, FOR CONSTA[1CTiON � SMITH-ROWE, LLC � STV / 2alph Whitehead Associates, Inc. PBifl'llt �iSWlii9 90o wesr r�ad� s�, s�e ��s SilBe'� 1 Of g cna�iorre, Nc zazoa Nc ��e„se N�mee� F—oss, GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED Fox THE NCDOT BY: HYDRAULICS STU/RALPH WHITEHEAD ASSOCIATES, INC. EIVGINEER 900 West Trade St., Ste. 715, CharZotte NC, 28202 Z� �� 0 2� 40 ADT 2011 = 410 NC License Number F-0991 op p10WTry LENGTH OF ROADWAY PROJECT I7BP.II.R.115 = 0.038 MILES ` c V = L O M P H 2O12 STANDARD SP6CIFIC9TION5 ti'4 4'0� PLANS o* LENGTH OF STRUCTURE PROJECT I7BP.II.R.175 = 0.009 MILES e � T = 6 /o Y.E. � J = RIGHT OF WAY DATE: BRIAN K. LUSK, PE s�cNarurcE: � o 20 10 0 20 40 TOTAL LENGTH OF PRO ECT 17BP.II.R.115 0.047 MILES ',, � ROADWAY APRIL 15� �LO�4 PRO,JECT ENGIhEER DESIGN ��'8'p pt'4f PROFILE (HORIZONTAL) ENGINEER of Tp�PoeQ 4 2 0 4 g * TTST =3 DUAL =3 NCDOT CONTACT: VIRGINIA MABRY LETTING DATE: PATRICK A. LIVINGSTON, EI FUNC. CLASSIFICATION: APRIL 15, 2014 YRorEcr nEsrc.n�Ea LOCAL RURAL Transportation Program Management Unit PROFILE (VERTICAL) r.E. SIGNATURE: LEGEND -0 �DENOTES TEMPORARY IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.03 66 SW IMPACTS SEE FIGURE SITE 1 � O '� �/ +/ � J / + 15.00' I� '�� /� / � i '' /� / �� . � ��j . �1p� . �i . IH DAVID TRENT SCHUYLER DB 818 PG 1058 � � N +o . C �/ 40.�Q i i��' \� I ' X—�\ +240 �X \ \ _ a �\ It � � ��P �p`� ., RNER �l i / ��p . �j � piSHER -I� Q � � �o �i� - / � o. ,. _ ,, �-- ,. ; ; , :;,�:;�-�:;n:; .+ � ii� - ' � SITE 1 � � — NAD 83 /2011 � SMITH-ROWE, LLC S�� STV Engineers, Inc. 100 900 West Trede St., Su'ite 715 ��y�. Charlotte, NG 28202 NC License Number F-0991 PROIECT REFERENCE NO. SHEET NO. l7BPJl.RJlS 4 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR PW ACQUISITIOV I'RELIMIN RY PLANS DO NOT USE FO CONSTRUCTION .._....J..—..—_- I I BR/DGE •850257 "� � ER RNER �\ ___ -- _'_ — ___ 20.00' E +20.00 _ 15.06' � _ ' "' t ��-- �� """_""""'__ • \ ___'_'_ __'_'___'_'_'___'_"_ \ / _ �os �szW — � --------------�_ _, ---__ �X _ ______ ____ �__ ` `. , +zo.00 � ------ � k�_ '\ . 14.94' ` �� O� -1- k� ' _ ,,°' . � / ' / � __----------------------------------- ------------- �/� ; , — , ,, ; %- = ' ,, , ; ,�, .- . ,- � ; ,-- + ; - -------------- / � , ;� ;� � �� ' �+/ ��X�X�X-X�X� _ , / ,� , � 1,436 1,432 �� 1,428 0 o. E ci. � 1,424 L �„ N � m' � 1,420 _ � � � 1,416 � � 0 � 1,412 � E c w 1,408 � � m w 1,404 �ro o� �_ =a BRIOGE HYDRAUUC DATA �S/GN �SCNAfiGE _ /,QOb CFS DES/GN PREWENCY = 25 YRS �S/GN NW ELEVAT�IV � 1.4/93 FT BASE DlSCHARGE = b500 CfS BASE FRfWENCY = l00 YRS BASE MY ELEVAT/OAl = 1,92074 fT OVERfOPPING aSCHARGE = G20iD CFS OVERTOPPING fREOUENGY� 50 YRS OVERTOPPING ELEYATIOAI � /.4/99 Ff DATE OF SUAVEY a /0-01-2D14 ws.Et�vnr%v AT DATE OF SURVEY � �'N� �T �:::::a ::::::::::::: ... II��p� n��p��N�� / �iiiu�miioii�iiiii ioom��ouoo�■ I'■"':'.::: ■u��■■�■� ■ / , � -� ii r� � :�� -i-� i �i � �� EXIST. (+XI.7 ��XlS77NG Gh'OUND �...::�::�:::�C:::�C::C:::::: .�:... ...� ��T.�::�:�T::��::.�::::::T:::�::G�.. �' w�� GPS / BM/ GPS 2 -L- STA /2f424�2 -L- STA /3f68.SD -L- STA /3+88A3 6A3' I7T /2 38' LT �.97' LT E[.EV = l9/924' ELEV = l42/26' ELEV = l42/38' 10 11 EXISTING BRIDGE `0 G[ REMOV_FD BL 3 -L- STA /0+53.30 11.83' LT ELEV = 14/65l' Pl = l2+/5A0 EL = 1,420J2' VC = 50' K=/3 OS = 25 MPH HIGH POINT STA 12t3239 ELEV = 1420.00' END BRIOGE 2H � FRANCIS CHRISTIAN DIRUSSO � DB 848 PG 1097 1_. � Pl = 12+70A0 -= EL = l.4/9.8Y VC = 90' DS = � MPH LOW POINT STA 12+66.72 ELEV - l4/9.87' END ASPHALT BEGIN ABC STAl3+/OAO EL1420J3' f-a05748'/. EXISTING �ROUND EXCAVATE TO NATURAL GROUND/ EXISTING BED; EST.27 C.Y. EL 142025' �::�::::::�:::oa::::oa�:u::a::uo�:uu �v::po�::oa�': :'I wuiuu' u�uew�uu�uua. u � 13 � 4 0' 0' 4 0' Permit Drawing Sheet 2 of s — — GRAPHIC SCALE �T, ��-,—;r� ��---�—�-,� �-� 1,436 1,432 1,428 1,424 1,420 1,416 1,412 1,408 1,404 LEGEND -0 �DENOTES TEMPORARY = � , IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) � � TEMPORARY � � SW IMPACTS 0.03 66 ��--_ �- r __. ;�_ ,./. ,QA.... ,/i %�i /�/..-/ Aj� j j i i j\A^ - . �- �-, i � ��, �, � , %i�� _- ,�.-� �i ��, i. ' �-�!� ��- T �� j �,� + i ;i '. / � .o j; is.00 — + .-'% / !'� � //� � �%�� /i . e� �` �'� P S�E FIGURE SITE 1 � IH DAVID TRENT SCHUYLER DB 818 PG 1058 � N / ,_ ,� � � 'ao.oa� �� `� ��' �,.` �� + s.ao X- \ 24.00' . �—i�. \\ . - � ��_ � �.:� / a��P ��p`� .- � /� k RNER \ _ ��P� i � � �� FISHC- ,i i � Q� � `''p � �� ---�� / .i o./,% ��:,, , . ,, � ' � �;,�;;,�;n:; -�- �i� - ' �� SITE 1 � �E � NAD 83 /2011 � SMITH-ROWE, LLC S�� STV Engineers, Inc. 100 900 West Trede St., Su'ite 715 ��y�. Charlotte, NG 28202 Nc ��e�se N�mee� F-oy9i PROIECT REFERENCE NO. SHEET NO. l7BPJl.RJlS 4A RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR PW ACQUISITIOV I'RELIMIN RY PLANS DO NOT USE FO CONSTRUCTION .._...._...—..—_- II I / BR/DGE •850257 � � �- FISHER RNER ��'��--�-�� --��------- - � ' /� zo.00� 2 � E�/ +zo.00 ``� __ � 15.06' \ � ----�r-�--�- _� ---------- � -------��=----------------- `\```X\ , iJ��\ �� ----------------- � N 405 25.2'W -------� _ i',�X/ � ---_ \ , _ _ �, ° ------------------------------�_0�___ ------------ �, , +zo.00 � ----------u x —x k\, � \ 14.94' ��. —I— k� ' ,,°° � , ,, - „ �; / ' ' ----------------------------------- ------------- �/� ; %- -- ,, _ , ,�, . _____-- ' r ' , ; ,-- ; - -------------- j� , ;' ;' �/ — � i ' �+ ,��--X�X�X-X -X� / _ , / �' � 1,436 1,432 �, � 1,428 0 o. E ci. � 1,424 L �„ N � m' � 1,420 _ � � � 1,416 � � 0 � 1,412 � E c w 1,408 � � m w 1,404 �ro o� �_ =a BRIOGE HYDRAUUC DATA �S/GN �SCNAfiGE _ /,QOb CFS DES/GN PREWENCY = 25 YRS �S/GN NW ELEVAT�IV � 1.4/93 FT BASE DlSCHARGE = b500 CfS BASE FRfWENCY = l00 YRS BASE MY ELEVAT/OAl = 1,92074 fT OVERfOPPING aSCHARGE = G20iD CFS OVERTOPPING fREOUENGY� 50 YRS OVERTOPPING ELEYATIOAI � /.4/99 Ff DATE OF SUAVEY a /0-01-2D14 ws.Et�vnr%v AT DATE OF SURVEY � �'N� �T �:::::a ::::::::::::: ... II��p� n��p��N�� / �iiiu�miioii�iiiii ioom��ouoo�■ I'■"':'.::: ■u��■■�■� ■ / , � -� ii r� � :�� -i-� i �i � �� EXIST. (+XI.7 ��XlS77NG Gh'OUND �...::�::�:::�C:::�C::C:::::: .�:... ...� ��T.�::�:�T::��::.�::::::T:::�::G�.. �' w�� GPS / BM/ GPS 2 -L- STA /2f424�2 -L- STA /3f68.SD -L- STA /3+88A3 6A3' I7T /2 38' LT �.97' LT E[.EV = l9/924' ELEV = l42/26' ELEV = l42/38' 10 11 EXISTING BRIDGE `0 G[ REMOV_FD BL 3 -L- STA /0+53.30 11.83' LT ELEV = 14/65l' Pl = l2+/5A0 EL = 1,420J2' VC = 50' K=/3 OS = 25 MPH HIGH POINT STA 12t3239 ELEV = 1420.00' END BRIOGE 2H � FRANCIS CHRISTIAN DIRUSSO � DB 848 PG 1097 1_. � Pl = 12+70A0 -= EL = l.4/9.8Y VC = 90' DS = � MPH LOW POINT STA 12+66.72 ELEV - l4/9.87' END ASPHALT BEGIN ABC STAl3+/OAO EL1420J3' f-a05748'/. EXISTING �ROUND EXCAVATE TO NATURAL GROUND/ EXISTING BED; EST.27 C.Y. EL 142025' �::�::::::�:::oa::::oa�:u::a::uo�:uu �v::po�::oa�': :'I wuiuu' u�uew�uu�uua. u � 13 � 4 0' 0' 4 0' Permit Drawing Sheet 3 of s — — GRAPHIC SCALE �T, ---r � �;. � � �- , �-� � 1,436 1,432 1,428 1,424 1,420 1,416 1,412 1,408 1,404 LEGEND �DENOTES TEMPORARY IMPACTS W SURfACE WATER STREAM PERMIT IMPACT I AREA (AC) I LENGTH (FT) TEMPORARY 0.03 66 SW IMPACTS �i DAVID TRENT SCHUYLER DB 818 PG 1058 � N _ �� ;—�'� � �-, u /��c -� i �� ,��. � zo� o� zo� Permit Drawing Sheet 4 of s — — GRAPHIC SCALE 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- 11 +78 to 12+23 45' Single Span Bridge 0.03 66 TOTALS: 0.03 66 TN Revised 3/31/05