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HomeMy WebLinkAbout20190147 Ver 1_Surry #12_Final Permit Drawings_201902011 II�;hW�ly North Carolina Department of Transportation ���—� � o0 Storrriwater ' � ,,,,.,,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN �°"'����' (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.12.183 TIP No.: SF-850012 County(ies): Surry Page 1 of 7 General Project Information WBS Element: 17BP.12.183 TIP Number: SF-850012 Project Type: Bridge Replacement Date: 8/7/2018 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: 'whittin ton rkk.com Cit ITown: Count ies : Sur River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 430 ft. (0.081 mi.) Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: 2-lanes at 10' each with 5'-9' unpaved shoulders 2-lanes at 9' each with 1' unpaved shoulders Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 590 Year: 2017 Existin : 590 Year: 2017 General Project Narrative: This project replaces existing bridge #12: 1@40.25', 1@40' and 1@40.25' for an overall length of 120.5'. The bridge consists of timber floor on I-beams supported by round (Description of Minimization of Water timber caps on timber piles with vertical abutments. The bridge is 24.083 ft out-to-out, and is skewed 90 degrees to the road. The proposed bridge will be a 2 span: 1@90' 33" Quality Impacts) box beam, 1@40' 21" cored slab for an overall length of 130'. The bridge width is 30' out to out. The proposed bridge will incorporate 4 ft end bent caps with sloped abutments and is skewed at 90 degrees to the roadway. There is a slight increase in the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff. Deck drains discharge to dissipator pads in the overbanks. Bridge runoff will be captured by a grate inlet and conveyed by pipe/ ditch into Snow Creek via riprap at embankment. The propsed project utilizes grate inlets and 18" pipe to replace existing ditches in NW quadrant that are impacted by the project. Runoff in this quadrant is conveyed by these pipes into Snow Creek via riprap at embankment. Waterbod Information Surface Water Body (1): Snow Creek NCDWR Stream Index No.: 12-62-15 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) : j �'�' �. .N" P -4"� s' I� ,fi �. g ' ,� �F ' �,""-9�S � '�R'� j. � � -F,•�x . '��`1.a.. �' . � "e ' '' �� 6�., i`u � ,tt �P,f ` r � , ^.r �i � � � P,', � � �S",'"p ��^�Y „ # }"'i: �'�, ,��� �J�j' ���V�9��� � +���� � 4'l'� �0 ,�`�a.,Ip p ,gy� ' � `� / er `��� � �� �,� t ��l''� � '�'�,���` . .. �'+�� �� :a a�c � ,;,�+ � �� �j�s�'y� � r�% � � . ' �t � +�` xy s�y( .��q�r .. '� �`� .. �* � ., 7�j �� �� F�. � A� �� ��� �'¢' R:�IIA's �'q• �� + � w ' 1 � . 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' . d � .i�r,.. ` (l - �" 4 ' w.q„ . � 4 ' . . _ _ . :. . ��. • 500 Feet \��/l �i 3 2 � � �; 52 I l � I ``�� 68 \ 601 SURRY WILKES � � � 68 i 21 YADIQN 67 .-�i,` . � � ,�' .{ . r � �,;� -.��: , . '3:�' 4 � a� � :. � +� '�;;� , . .� .� g';� �e'` � r� �• .: : y .� .. �µ.r �� �.y r _ �,+�?, > a ����yF,� �, . � r�- - :'+�ix 3�fi��cN'�'9' 91, f� � Divison 11 B Surry County ' • Bridge 850012 ]'� N � ,, � " s;,,, ,� � ` � � -� `, „' ;;i: �r,;,r„ Crc?�. � ,;��,� rla �j���� � � Bridge 850012 ,I ��, � ; �� �-. ��� U, �, C -:. 500 Feet Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IC�N; Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, �O OpenStre�tMap contributors, and the GIS User Community 3 21 ': ` `.�.. \ WILKES � � � 68 � � \' � 52 I � 68 601 SURRY 2 � YADIQN 67 Divison 11 B Surry County ' • Bridge 850012 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-13+63, 35' LT Interior Bent Removal < 0.01 20.0 -L- 13+86, 35' RT Rip Rap at Embankment < 0.01 < 0.01 15.0 22.8 TOTALS': < 0.01 < 0.01 15 43 0 *Rounded totals are sum of actual impacts NOTES: Interior bent pier(s) encased in concrete removal may temporarily impact stream bank No trees will be cleared September 2014 � DETAIL A DECK DRAIN DISSIPATOR ( Not to Scale) DISSIPATOR PAD *NOTE: CENTER PAD �����m ��� 4' DIRECTLY BELOW DECK DRAINS ._._._ _._._._._._._._._._._._._._._._._._._._._._._._._._._._._._ � GEOTEXTILE 1.0' PROFILE VIEW Type of Liner= 11 TONS CL B Rip-Rap Geotextile = 40 sy DETAIL C STAN DARD BAS E D ITC H ( Not to Scale) F ROM —L— STA. 13 + 3 2. 5 TO STA. 13 + 3 9. 5 LT/RT L= 7' F ROM —L— STA. 14 + 09 TO STA. 14 + 3 7 LT/RT L= 2 8' � � � � � � � �, � 0 N � � � Q � � _ � � � � � � � � � 3 � L 0 / � � �-' C � � C O L > C W CJ� � � � W � / � C) � �� — � O L c�l� \ � �S \� N� Natural Ground � DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch Grade 1.0'min. � � GEOTEXTILE 18" Type of Liner= 20 TONS,CL 1 Rip-Rap Geotextile = 30 F ROM —L— STA. 13 + 85 TO STA. 14 + 0 7 RT �4'� Gro �~q/ � �q� ?'I �.� D � Ground DETAIL D TOE PROTECTION ( Not to Scale) .���� d Geotextile *When B is < 6.0' Min. D = 0.5 Ft. Max. d = 0.5 Ft. B = 2 Ft. Type of Liner= Class B Rip-Rap F ROM —L— STA. 14 + 04 . 71 TO STA. 14 + 6 8 RT d = 1.5 Ft. �Cd,� c�'�`� ,�d � ov C�'� Geotextile Type of Liner= 8 TONS CL 6 Rip-Rap Geotextile = 21 sy F ROM —L— STA. 13 + 15 TO STA. 13 + 31 LT Natural �-,-,---•�- � 6 � � � P T,y�S' WETLAN D AN D SU RFACE WATER IMPACTS PERMIT \ GREU 1'� CA2 0' � 2—� F TEMP ARY SURFACE '----� �MPACTS �8, � � , Csp � � \ J B �p W/ �$„ � � ,� N ?' � � ;, � 2 / ��,a � �� � � � z J�� W 3SFMILL m I \ j / \ ` \ � �� c�Nc — i � � � � � � V " �'� SL PE PR TECTION� � D , � Q CLA S II P RAP � �� � �-� CLASS B RIP RAP � P�E A ' , m E N �� 0 2� ; HISTORIC HISTORIC HISTORIG HISTORIC HISTORIC� � HISTORIC HISTORIC -- ---- ---- --- ------- "_ '_'___"'__'__ ___'_'__'_'_'_ BOUNDARY BOUNDARY BO�INDARY BOUNDARY / UNDARY � 90UNDARY BOUNDARY : � — _ __ �r.�� / �� TB 2GI rvPe-ui � I � � rTll rvacui ------�te�t✓r�_z 18" RCP_IV / TB 2GI � ����� -- — � � PU _``` L- F � � __ � �� � � - rvre�u � � � 9 ��� �F� � F � � � T ��F ��-} � PROP � \M� U�i PROP 0/H POW � �2-� `J�!03 PG II� iRUST C�A9tijU� C RIP RAP AT '�m � O SLOPE PROTECTION EMBANKMENT p�Fqe<FS CLASS II RIP RAP SEE DETAIL B I PUE P�EMP UG OMM��N DENOTES IMPACTS IN � SURFACE WATER � m � TB > 15+00 2GI �� TB � � 2GI �--- -� \ -- _ =S� . STANDARD \ BASE DITCH � SEE DETAIL C 30 TONS CL B RIP RAI � W � DENOTES TEMPORARY '�, I 12 IMPACTS IN SURFACE WATER ��� �� BE�IN GRADE J � -L- STA.Il+65.00 i i ��� EL = 1,029J1' BEGIN BRIDGE i������ ��������� ����'���� 1,032 1,028 � 1,024 � 0 ` �,02� � � Q = 1,016 N � � � �, 1,012 � 0 � 1,008 � E � 0 w 1,004 � � � �� a � 1,000 ��\\ � \�� � 11 + 00 � a� � � � ��c����r✓cr � = 2� � ��scHARCE = io�oo �� �N Hw E�EVArioN = i,oi2.a - � '� YF_AR D/SCHARGE = 2,400 YEAR FREQUENCY = l00 ' YEAR HW ELEVATION = l,0/4.0 -RTOPP/NG FREQUENCY= 500+ � RTOPPING DISCHARGE �6,500 �� rTO�PING ELEVATlO^� - �,022.9 - �;�, � - -, - - 12+00 Pl = 12+57.00 EL = 1,023.48' VC = ll0' � K = /7 V = 20 EXIST K = l7 >� ��aRPE �aTE � 340 � �F PERMANENT SURFACI WATER IMPACTS TEMp � �a�- PUE --- PUE - �oN P� U/ v .� -L- J/ HJJ*� I EL = 1.029.13' D BRIOGE Pl = 15+00.00 EL = 1,022.75' - s�a.ia+as•i. � vc = �o� K = /0 �: � _ /5 / =EXIST K = l7 ��% � -r=�e.�Qoi__ _____���ooi � I EXCAVATE TO 1016.6' � � ,� _ � � , _. ���o�, � � 100—YR � � ,- � � ' � 1014.0' ,'� l ,',k�1 i � � � i� C � -- - �� �� . 3Q���� - __ —r ' I . '� �\ /� ixlU? _ _-, � �\ NWS � � �"� ti _.- EXCAVATE TO 1017.0' .,. \ � 009.2 / � o END STANDARD DlT � � * Q -L- STA. 14+68.00 f - \ � l� � o ELEV. l,0/9.00' �—��_� -- d� - �w � J _ � �u _ _ �i _ - ---- -- i � 13+00 ELEV. l.0/0.10' 14+00 15+00 F PROJECT REFERENCE NO. SHEET NO. 178P.1/.R.183 EC-4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 6 OF 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 20' 0' 20' 40' �RI DA PLAN 20' 0' 20' 40' PROFILE (HORIZONTAL) 10' 0' 10' 20' PROFILE (VERTICAL) IN LINES �— '- _TEMPORARY SURFACI WATER IMPACTS / � PUE —� PUE SCALE 1" = 20' �TEMPORARY SURFACE WATER IMPACTS �� �� ��'� 1,032 _ 1,028 _ 1,024 _ 1,020 1,016 _ 1,012 -:- � --:- � : -:�- -: 1,008 PLANS PREPARED BY : �,004 R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 ��OOO RALEIGH, NORTH CAROLINA D609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 16+00 � 6 � � � �NFS SCALE 1��-2� ` �� cn �, 2 � �a o� � � � � � � i z J� W -� � � 3SFMILL � m � �� _ � s�� � � I' , � ��N� , � � ,,�� y� SL PE PR TECTION— � N �� 0 2� , 2_, GREU TL- �� F� TEMP ARY SURFAC �� s ---��T�MPACTS )8., � �-� Csp � � � � � � �_ � i � Q CLA S II P RAP � �� �� � � � i �2 � JB pD � � 18" P—� m � � HISTORIC HISTOR�C HISTORIG HISTORIC HISTORIC� � HISTORIC HISTORIC _- � -... .. ' '_'_'... "_ "" . _'_'_'_' _ _ "'_'_"'__'__ a E � --- - -- --- - W/ } BOUNDARY � BOUNDARY � `�BOUNDARY BOUNDARY UNDARY � 90UNDARY BOUNDARY = � � � , -- � � ��F �� ' � . -� I i j�— / . TB 2GI �� � �� / rvac_m _ -�te�t✓r�_i F� TVPE-III / � I � ���------ 78" RC _IV / TB 2GI � PVF \ � \ 1 � � �---- - �, �� � � ',� -- - - UF � � ' �" /-, � � \ � CJ�� � � - \ pU � r TYPE-III I . . g� ��- E <I ' — ���, � �N _� � --� y ��F ��� � � PROP � \M� U�i C PROP 0/H POW � ��—� ER �VP.��LU�M, II� TRL1Sd �Mtij�� RIP RAP AT � O DB 03 � \ C SLOPE PROTECTION EMBANKMENT p�Fqe<FS CLA55 II RIP RAP SEE DETAIL B PUE P�EMP UG DENOTES IMPACTS IN SURFACE WATER ;— � � � W DENOTES TEMPORARY ' ; � IMPACTS IN SURFACE WATER -�� �� � ��� � � �� / I �I_. ' � , I� � BE�IN GRADE � �� -L- STA.Il+65.00 � EL = 1,029.7/' 1,032 1,028 �, 1,024 � � 0 ° 1,020 � � Q = 1,016 N � � � �, 1,012 � 0 � 1,008 � E � 0 w 1,004 � � � �� a � 1,000 WETLAND — — P-� \ \ � , —�� ��� �� \�� � 11 + 00 � a� � � � ��c����r✓cr � = 2� � ��scHARCE = io�oo �� �N Hw E�EVArioN = i,oi2.a — � '� YF_AR D/SCHARGE = 2,400 YEAR FREQUENCY = l00 ' YEAR HW ELEVATION = l,0/4.0 -RTOPP/NG FREQUENCY= 500+ � RTOPPING DISCHARGE �6,500 �� rTO�PING ELEVATlO^� - �,022.9 - �;�, � - -, - - 12+00 AND SURFACE WATER IMPACTS PERMIT Pl = 12+57.00 EL = 1,023.48' VC = ll0' K = /7 V = 20 EXIST K = l7 / � � � a � N�CAI '� II ;� • ���. ��ri�� si�s�� � —�11'°.� �`� �� _--•----_�� STANDARD � BASE DITCH � SEE DETAIL C 30 TONS CL B RIP � aRP� �T�ae � �F U/ PERMANENT SURFACI WATER IMPACTS TEMp � �a-- PUE --- PUE — � -L- J/ HJJ*� I EL = 1.029.13' D BRIOGE Pl = 15+00.00 - A.14+q6,/ EL = 1,022J5' VC = 70' K = /0 �: � _ /5 / =EXIST K = l7 ��% � -r=�e.�Qoi__ _____���ooi � I EXCAVATE TO 1016.6' � � ,� _ � � , _. ���o �, � � 100—YR � � ,- � � ' � 1014.0' ,'� l ,',k�1 i � � � i� C � -- - �� �� . 3Q���� - __ —r ' I . '� �\ /� ixlU? _ _-, � �\ NWS � � �"� ti _.— EXCAVATE TO 1017.0' .,. \ � 009.2 / � o END STANDARD DlT � � * Q —L— STA. 14+68.00 f - \ � l� � o ELEV. l,0/9.00' �—��_� -- d� - �w � J _ � �u _ _ �i _ - ---- -- i � 13+00 ELEV. l.0/0.10' 14+00 15+00 F y.� PROJECT REFERENCE NO. SHEET NO. 178P.1/.R.183 EC-4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 7 OF 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 20' 0' 20' 40' JRI DA PLAN 20' 0' 20' 40' PROFILE (HORIZONTAL) 10' 0' 10' 20' PROFILE (VERTICAL) X IN LINES �"— '- _TEMPORARY SURFACI WATER IMPACTS / � PUE --�— PUE SCALE 1" = 20' �TEMPORARY SURFACE WATER IMPACTS ��� �� ��' 1,032 _ 1,028 _ 1,024 - �,�2� 1,016 _ 1,012 -:- � --:- � : -:�- -: 1,008 PLANS PREPARED BY : �,004 R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 ��OOO RALEIGH, NORTH CAROLINA D609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 16+00