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HomeMy WebLinkAbout20190112 Ver 1_340028_Permit_Drawings_20190107_20190125HlghWay North Carolina Department of Transportation �"� � Stormwater !��� ,,,,,,,,,,, Highway Stormwater Program \� STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.70 TIP No.: SF-340028 County(ies): Franklin Page 1 of 1 Generel Project Information WBS Element: 17BP.5.R.70 TIP Number: SF-340028 Project Type: Brid e Replacement Date: 1/7/2019 NCDOT Contact: Matthew Lauffer, PE Contractor I Designer: K le Stoffer, EI Address: NCDOT Hydraulics Unit Address: HDR Engineering, Inc. 1590 Mail Services Unit 555 Fayetteville Street, Suite 900 Ralei h, NC 27560 Ralei h, NC 27601 Phone: 919)707-6703 Phone: 919 900-1632 Email: mslauffer ncdot. ov Email: k le.stoffer hdrinc.com Cit /Town: Franklinton Count ies : Franklin River Basin(s): Tar-Pamlico CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 450 feet (0.085 miles) Surrounding Land Use: �/ooded, Rural Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: Montgomery Rd (SR 1210): 2 paved lanes (total 20' wide), 4' shoulder on each side (7' Montgomery Rd (SR 1210): 2 paved lanes (total 18' wide), 6' shoulder on each side shoulder with guardrail). Annual Avg Daily Traffic (veh/hrlday): Desi n/Future: 1120 Year: 2025 Existin : 560 Year: 2011 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Franklin County Bridge #28 on Montgomery Road (SR 1210) over Billys Creek. The existing (Description of Minimization of Water structure is a two span bridge (2@20'3") and is a timber deck on I-Beams supported by timber caps on timber piles for the interior and end bents. The proposed structure is a Quality Impacts) one span (1 @55'), 21" cored slab with 4' deep caps. This structure has been designed to have as little environmental, and surface water impacts as possible. Geotextile and rip- rap was utilized for bank stabilization in an attempt to reduce stream bank erosion along the north and south bank of the channel underneath the bridge. To avoid direct discharge of bridge storm water into the receiving water, deck drains are not required for the proposed bridge. Storm water impacts to the stream have been minimized by utilizing grated inlets and pipes to collect bridge storm water and use rip rap outlet protection at 14+75 RT to dissipate energy to provide a diffuse flow (non-erosive sheet flow). This diffuse flow will run for a distance of 10'+/- in a grassed/wooded area before entering the buffer. At the same (NE) quadrant an existing roadside ditch has outlet at 16+63 RT with a non-erosive outlet velocity. This diffuse flow runs for a distance of 160'+/- before entering the buffer. This ditch will be retained. At the NW quadrant an existing roadside ditch outlets at 16+00 LT with a non-erosive outlet velocity. This diffuse flow runs for a distance of 150+/- before entering the buffer. This ditch will be retained. At the SW quadrant, an existing roadside ditch has outlet at 12+42 LT with a non-erosive outlet velocity. This diffuse flow runs for a distance of 100+/- before entering the buffer. This ditch will be retained. At the SE quadrant an existing roadside ditch has outlet at 12+g3 RT with a non-erosive outlet velocity. This diffuse flow runs for a distance of 65+/- before entering the buffer. This ditch will be retained. For all four quadrants within the project limits, the roadway is in fill section and runoff discharges as sheet flow off the pavement through grassed shoulder and fill slope or wooded area to remove pollutants via infiltration and settling before entering the buffer. Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. Waterbod Information Surface Water Body (1): Billys Creek NCDWR Stream Index No.: 28-20 NCDWR Surtace Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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) �1 � � • � � I � � � � �"I'��'I'l�: (�>I�� \(�)I'�"I'I-I ��.�1I'�(�)I.I\�� Il�l��l�l(�)\ (�)I� I-Il�il-I"�.�1��� FRA1�ll�Ll1� CO U1�1 T Y areimm srera eaaaG�` a�eeai(� xw xare�. �r �� �T��, l��l�,�n]E��� ]L �.� � �. .:�.�.� o� 17BP.S.R.70 PE 17BP.S.R.70 ROW /UTIL 17BP.5.R.70 CONST PERMIT DRAWING SHEET 1 OF 7 GLI LOCATI0IV: BRIDGE 1V0. 28 OVER BILLYS CREEK 011t SR 1210 (M011lTGOMERY ROAD) z P w O C S= ., � V W � � � � � � � O O W A .. � V � � O V �q0\ 6� '��9 ?0�� BEGIN BRIDGE —L— Sta. /3t67, TE 0 SR �2�' SR �l�l0 rGOMERY BEGIN APPROACN SLAB _i _ c+„ iz��nn END BRIDGE V� / -L- Sta. l +� / i II, \ � ii: � ��� i� ►.� �:��. ��..�■ - — ...- � _� � To � S� END APPROACH SLAB —L— Sta.14t36.00 �THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) ,o s o ,0 20 PROFILE (VERTICAL) DESIGN DATA ADT (2011) - 560 ADT (2025) = 1120 V = 55 MPH CLASS = LOCAL SUB REGIONAL TIER TYPE OF WORK GRADING, PAVING, DRAIIVAGE A1VD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.074 MILES LENGTH STRUCTURE TIP PROJECT = 0.011 MILES TOTAL LENGTH TIP PROJECT = 0.085 MILES Prepar� in the Office of Mott �acDonald for DIVISI0IV 5 NORTH CAROL/NA DEPARTMENT OF TRANSPORT9T70N 2018 STANDARD SPEC/FICATlONS RIGHT OF WAY DATE: TIMR�JORDANRPE NOVEMBER 20, 2017 JAMES RICE, PE LETTING DATE: xrnnnc�res e,vcmEaa MARCH 27, 2019 NCDOT CONTACT.• LISA GILCHRIST, EI ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PLANS PREPARED BY: M PO Box 700 Fuquay-Varino, NC 27526 �919)552-2253 MOTT 1919) 552-2254 (Fax) MACDONALD www.mottmacco� merims LICENSE NO. F-0669 �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C. 27601 N.C.B.E.L.S. License Number: F-0116 DETAIL A BANK STABILIZATION � n I l0 5cole) 3'm 1 NWS Y GEOTE%TILE Type of Liner= CL II Rip-Rap -L- STA.13+76 TO STA.13+89 -L-STA.14+02 TO STA.14+18 �Y'90 8`Z�� �? O�% � � O KAY COOKE CARR Woaos E a 0 0 � � BANK STABILIZATION / SEE DETAIL A ry / EST.55 CY DDE E5T.150 TONS RIP RAP�y"� E5T.165 SY GEOTEXTILE EXISTING DRC� ' EXISTING �ITCH — G —� . _ ------ SR 12I0 fMOfl(�R/ HOADJ — — 0 -- 805�&5�-- �� EXISTING DITCH P�E E%ISTING DITCH � ��P�E WOODS -L- PT Sta.12t85.00 �'OOD CLA55 II RIP RAP UP TO SHOULDER ELEV. (TYP.� �STRUCTURE PAY ITEM) EXCAVATION LIMITS REMOVE EXISTING ` O (2) END BENTS J 1 IN ENTIRETY BANK STABILIZATION KAY COOKE CARR �= 5a' O STACEY L GROVE E D PROJECT 17BP5R70 —BANK STABILIZATION . �5+n� -L- POC Sta.IE�'J�OAO L= 49' — — E%CAVATION LIMIT$ � WOODS .. .. i � N EXISTING DITCH m 2 / � �y000s . . .. .. . . � I . � ` 18� \ �. . .. " � 2GI �A1 �k` ��T/ `\ \ \k EXISTING DRCH —�— " ' F � _ �\ ' � 4g. F `� \ � �' �� � \ ./ � PIIE UE PUE \\\ \� +\ p END SBG .. .. ' p2 � +80 RT _ .' ' � } - EXISTING OITCM � �e \ \ . 15" CSP WiELBOWS `�0005 T \ \\� B' CLA55 B RIP RAP � EST.2 TONS \ � EST.7 SY GEOTEXTILE ExiSnNG oirCn \ \ \ � � �OODS \ \ ��� SEE ENLARGED � AREA ON �\\� SHEET 4A O � 2 STACEY L. GROVE � IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE ]�]LA��T ��E�' ��T]E ]L Z Z � w w z �� �z Nw �� �� _ � � � Y C � � � � 0 0 � �X �X \\ \ \\\� \` \ \ � LEGEND �DENOTES PERMANENT IMPACTS IN SURFACE WATER l00 0 50 100 SCALEe I"= 100' HORIZe DETAIL A BANK STABILIZATION � n I l0 5cole) 3'm 1 NWS Y GEOTE%TILE Type of Liner= CL II Rip-Rap -L- STA.13+76 TO STA.13+89 -L-STA.14+02 TO STA.14+18 �Y'90 8`Z�� �? 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GROV��\ \ ��� \��� � � \��� � \��� \ �� � � \� � �� � � \ ��\� `� � � � ������� � \��\� ��� � � � �� `\ �^ � � � � � ��� � � A� �� � � � � � � � � � �,.\\ � � � � � �`'2�� � � �� �� � � � � � � � �. � \� �\����5����2.?� �� \ � � � � � � ��������\�������\� \\�2�\� � � �\ � � � � ������ ��'$ � �� �� � I ��\��\\\�\\������� � �� � _ � � � �\�2�\���\������\������\ \ ---__ \� 2 � � � � �� \� I �������� �� ������ ��\ ��\ --__ �� ,. j_______ �� ��\\��� � ���������\� �\ —___---�\ �.. � \\� �� �� �� �� ����� �� �--- —235_� � � -. � � �:\ \ �� � ;, __-- -'- � \� \�� �����.`:� 22S \ `�23�\ `—___—_ �� / � � �� �`�\\�\ �,�\ �� ___— � . � . �� ��� ���—, �—_ � LEGEND �DENOTES PERMANENT IMPACTS IN SURFACE WATER � ��� 0 50 100 SCALEe I"= 100' HORIZe ti'90 8 q� O�� LEGEND � z � z � w w Z �� �Z Nw �� �o �_ ������ ����� ��� ���� � �DENOTES PERMANENT IMPACTS IN SURFACE WATER 40 0 20 40 SCALEe I"= 40' HORIZe ti'90 8 q� O�� LEGEND � z � z � w w Z �� �Z Nw �� �o �_ ������ ����� ��� ���� � �DENOTES PERMANENT IMPACTS IN SURFACE WATER 40 0 20 40 SCALEe I"= 40' HORIZe 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 FROM 13+82 TO 13+95 -L- BANK STABILIZATION 0.02 54 TOTALS': 0.02 54 *Rounded totals are sum of actual impacts I�[����31 September 2014 �1 � � • � � I � � � � LOCATI0IV: BRIDGE 1V0. 28 OVER BILLYS CREEK 011t SR 1210 (M011lTGOMERY ROAD) z P w O C S= ., � V W � � � � � � � O O W A .. � V � � O V BUFFER IMPACTS PERMIT �q0\ 6� '��9 ?0�� BEGIN BRIDGE —L— Sta. /3t67, �"I'��'I'l�: (�>I�� \(�)I'�"I'I-I ��.�1I'�(�)I.I\�� Il�l��l�l(�)\ (�)I� I-Il�il-I"�.�1��� FRA1�ll�Ll1� CO U1�1 T Y areimm srera eaaaG�` a�eeai(� xw xare�. �r �� �T��, l��l�,�n]E��� ]L �.� � �. .:�.�.� o� 17BP.S.R.70 PE 17BP.S.R.70 ROW /UTIL 17BP.5.R.70 CONST PERMIT DRAWING SHEET 1 OF b GLI TE 0 SR �2�' SR �l�l0 rGOMERY BEGIN APPROACN SLAB _i _ c+„ iz��nn END BRIDGE V� / -L- Sta. l +� / i II, \ � ii: � ��� i� ►.� �:��. ��..�■ - — ...- � _� � To � S� END APPROACH SLAB —L— Sta.14t36.00 �THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) ,o s o ,0 20 PROFILE (VERTICAL) DESIGN DATA ADT (2011) - 560 ADT (2025) = 1120 V = 55 MPH CLASS = LOCAL SUB REGIONAL TIER TYPE OF WORK GRADING, PAVING, DRAIIVAGE A111D STRUCTURE PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.074 MILES LENGTH STRUCTURE TIP PROJECT = 0.011 MILES TOTAL LENGTH TIP PROJECT = 0.085 MILES Prepar� in the Office of Mott �acDonald for DIVISI0IV 5 NORTH CAROL/NA DEPARTMENT OF TRANSPORT9T70N 2018 STANDARD SPEC/FICATlONS RIGHT OF WAY DATE: TIMR�JORDANRPE NOVEMBER 20, 2017 JAMES RICE, PE LETTING DATE: xrnnnc�res e,vcmEaa MARCH 27, 2019 NCDOT CONTACT.• LISA GILCHRIST, EI ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PLANS PREPARED BY: M PO Box 700 Fuquay-Varino, NC 27526 �919)552-2253 MOTT 1919) 552-2254 (Fax) MACDONALD www.mottmacco� merims LICENSE NO. F-0669 �♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N C. 27601 N.C.B.E.L.S. License Number: F-0116 DETAIL A BANK STABILIZATION � n I l0 5cole) 3'm 1 NWS Y GEOTE%TILE Type of Liner= CL II Rip-Rap -L- STA.13+76 TO STA.13+89 -L-STA.14+02 TO STA.14+18 �Y'90 8`Z�� �? O�% � � O KAY COOKE CARR 0 E a 0 0 � � —L— l'U(.' JTOJ'L'rtJ(/.W WOO�S BANK STABILIZATION � ' � . SEE DETAIL A � / EST.55 CY DDE N EXISTING DITCH ENDS HERE EST. 1SO TONS RIP RAP y AND BECOME$ OIFFUSE FLOW EST.165 SY GEOTEXTILE � V10=1.8 fps (NON-EROSIVE) H 0�5 EXISTING DRC� ' EXISTING �ITGH — � G —� / ------ SR I?JO l�ION(�ft/ HOADJ — — 805'BST �� EXISTING DITCH P�E E%ISTING DITCH EXISTING DRCH ENDS HERE ���p�E AND OECOMES DIFFUSE FLOW '�'OODS VI0=1.5 fps (NON-EROSIVE� -L- PT Sta.12t85.00 N �r l �'OOD CLA55 II RIP RAP UP TO SHOULDER ELEV. (TYP.� �STRUCTURE PAY ITEM) EXCAVATION ��^^�Ts �y000s REMOVE EXISTING O(2) END BENTS 1 IN ENTIRETY KAY COOKE CARR � IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE ]�]LA��T ��E�' ��T]E ]L Z z � w z �� �z Nw �� �� _ � � � Y i � � 0 0 � � \ \ � � = p10=0.d <h \ V10=0.5 fps / UE�NON-EROSNpLE � p END SBG . .. 2 � +80 RT . -' 15" CSP W/ELBOW$ �E%ISTING DITCH � {�OODS CLA55 B RIP RAP EST.2 TONS EST.7 SY GEOTEXTILE ExiSriNG EXISTING DITCH ENDS HERE �OOD$ AND BECOMES �IFFUSE FIOW VI0-1.5 hps (NON-EROSNE) �SEE ENLARGED � AREA ON SHEET 4A O 2 STACEY L. GROVE oircn 1 — OT �X /X \ \ \ \\\� \` \ \ � LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ 2— RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) � ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING� l00 0 50 100 SCALEe I"= 100' HORIZe EXISTING DITCH ELIMINATED TO PROMOTE SNEET FLOw TO WOODED AREA Ex vnrioN LI T$ � WooDS „ ry O STACEY L GROVE EXISTING DITCH EN�S HERE AND BECOMES OIFFUSE FLOW V10=1.2 Ips (NON� EROSNE� E D PROJECT 17BP5R. -L- POC Sta.16+50A0 � EXISTING DITCH ��� 2 � � �y000s m _..—. '. � � I DETAIL A BANK STABILIZATION � n I l0 5cole) 3'm 1 NWS Y GEOTE%TILE Type of Liner= CL II Rip-Rap -L- STA.13+76 TO STA.13+89 -L-STA.14+02 TO STA.14+18 �Y'90 8`Z�� �? O�% � � \ � � \ � � �\ ��� / \\ \ �� �� � \ \ \ \� �-_ '_--_ � ��.. � 1 I � � � � '� \ ���' � \s2 �\ �\ �\ �� � �22�/ \\/ � 1 � �1 � �� � \ \ � \ � , � \ -- - � i \� � � I I � � � � \ .,\ \\ P� � �\ � �� ' ti � 1 � I \ \ \� � \ � 2 �-- �� I� � � � � �N I� : � � � � � � A KAY COOKE CARR ti � � I � � � 30� - - �� � % �� �\ ��\ �� ��\ \ \ 1 ..,..\� � � � � � � \\\ �� \`$ZACEY-6.S+ROVE�� \ ��\ � / � � � / �� � � y ,� � \ � �� t � i^�� / � � � � I ��, � � � / ��/ �ll 1 � � ,, ..i I � / � � �^� _ � �� I � \ � I � I � ��-225� \�� �� �� � \1 � � �/ ��/ � // �/ � I I i� \� ��\\ \\�` ._- � � \I I � � � I I � l I� � � � � � / / � �� / � � I I / \\i�, � \ � � I � � I � �� � � 1 i �// � l ta£z\ \ , i � , , , _ BEG/ PFtOJECT 17BP5J�7d � i I i \ _ � i\ �� � `, - - - - - ` �Ho' a �aM 5"o FF�sE'��ow � � � � ,� , � � i � i i i � � � � \ � � � ,. -L- P�i �O.IZ'!'��.� --. � � � I 1 � � , , `� � . / � � .._ . � � � � vio=is tas InoH_exosrvel . � / � I I I � � /� i \ \ \ \ \ \ � � \ ` I \ I\ WaQOs � � �\ � I I� `\ \ \ � � � ' � �//� EXISTING DITCH ELIMtNATED \ � _ � � E D PROVEIi/ // BP.J✓l�O � , ,� � � , � / � � � _ _ � � � � � � � � \ � \ \ BANK STABILIZ4TION To� PROMOTE snEEr F�ow . P� � �/� � \ \ - \ I ,. \ \ \ \ \ � \ ' - - � � � � \ � . . � ' _ . , l \ � \ \\ \ �� EST. 55 CYONDE / % � wOODED aaEn - - ,� I I � � \ ' - - _ _ _ � � \N \ � � � � � \ � / � \ � . � � _-- �.� i .� IPRAP -- .15t/7.58 � � . '----_ ��� `� .. � \ � . - �FZ- - \� / / - ..Vto-t.e (ps I�oN-ERoSrvE � ...� \ � � \� �ST. 165 SY GEOTEXTILE N : �/ �� �� � \ \ � \ \ � \ � � � � - � \ � � � \\� S � � \ \ � ' — — — _ _ _ � �\\ / .. AND BECOMES OIFFUSE FLOW .. . \ \ \ EST. �SOATL A R m � LI TS� .. \ L . . . / O.I6f:JV \ \ \ \ 24 \ � ���. � � - EXISTING DITCH ENDS HERE � EX AVATION � � � / � ` -l— � Std.10+O0:90- _ _ i I i � ' � � - , � � � � � � � i ' e � � � i t � � � � , ' � - � ' - ` � � � � _ � ��, � ` � � � ` � � -, ^ '— � � _ -_ � � � �� �� ��� � � � i .. .. , - �. � � �,, ....--. _� ����� �� _-� ...._ �\ � � s�� .� � ��\� oos . 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