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HomeMy WebLinkAbout20151173 Ver 1_Application_20151109k li�;l l�� E14' North Carolina Department of Trensportation �i l [?l"111tvel��f , �I Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.S.R.52 TIP No.: 176P.5.R.52 County(ies): Granville Page 1 of 2 General Project Information WBS Element: 17BP.5.R.52 TIP Number: 176P.5.R.52 Project Type: Bridge Replacement Date: 4/9/2015 NCDOT Contact: Lisa Gilchrist, EI Contractor I Designer: HDR � ICA Engineering / Trent Cormier Address: 4809 Beryl Road Address: 5121 Kingdom Way, Suite 100 Raleigh, NC 27606 Raleigh, NC 27607 Phone: 919-733-4699 Phone: 919-900-1608 Email: I ilchrist ncdot. ov Email: tcormier icaen .com Cit ITown: Providence Count ies : Granville River Basin s: Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.07 Surroundin Land Use: Forest and residential Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2 lane @ 10' with 4' shoulder 2 lane @ 10' with 2' shoulder Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: NA Existin : 420 Year: 2011 General Project Narrative: NCDOT proposes to replace the existing Bridge No. 93 over Owen Creek on SR 1156 (Harper Renn Road). The total project length is 0.123 miles. To minimize water quality (Description of Minimization of Water impacts, roadway drainage will be dissipated outside of the stream's buffer zone as diffuse flow and no wetlands will be impacted. Quality Impacts) Waterbody Information Surface Water Body (1): Owen Creek NCDWR Stream Index No.: 28-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: Long eared bat survey to be completed to comply with October 20, 2014 ruling. NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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) 1 �I�;il�t'�lw° North Carolina DepartmentofTransportation �il[]i7.114tiid�f'4' Highway Stormwater Program �' ..�.7"� '�_.! STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 178P.5.R.52 TIP No.: 17BP.5.R.52 Count ies : Granville Page 2 of 2 Preformed Scour Holes and Energy Dissipators Drainage Pipe/Structure BMP Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 16+g6 R-L- (1)Owen Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.6 0.5 No Creek Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. c rn � s y �� � 3i E a v i T S I M P O O W M , y O1 C �3 a 0 a � � � 0 �> u w Z F' V < Z� � d LL, � w � z_ 'n C9 a oWa � Cvx o._� `___________________________ v J . � . � � � � � ., � V W � � � � � � � � � V � � O V *DESIGN EXCEPTION: SUPERELEVATION � GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) `�V S, � " I � �� " I � I : (�) I � \ (�� i'� " I � I-I � �� i'� (�) I . I \ �� I1�1��1�1(�>\� (�>I� I-II��I-I\��� ��1�� � � � _ � � I'.', I�, I• ,, �- LOCATI0111: BRIDGE 1110. 93 OVER OWE11l CREEK 011i SR 1156 (HARPER RE11tN ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT �T� ��1[]���� � m Q Q DESIGN DATA ADT (2011) = 420 ADT (2035) _ ? V = 55 MPH RURAL LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.106 MILES LENGTH STRUCTURE TIP PROJECT = 0.017 MILES TOTAL LENGTH TIP PROJECT = 0.123 MILES �� C`�� � P�epo�ed In the Offlce of Haich MotF,�acDonold for DIVIS701V 5 NORTH CAROLlNA DEPARTMENT OF TRANSPORTATION 20I2 STANDARD SPGC7FICATIONS RIGHT OF WAY DATE: TIM JORDAN, PE PROJECT ENGIh'EER TRENT CORMIER, PE LETTlNG DATE: frrDeaur.ics Excrxeee NCDOT CONTACT: LISA GILCHRIST, EI �o 0 �82s�Y 06,�•l, TO OLD HWY 75 SR 1004 ROADWAY DESIGN ENGINEER HYDRAULICS ENGIIVEER P.E. SIGNAl'U/26: ,, �r���'i�'''�iu ijj►ti,i` `< r��ti����� �►� �'+R�.'� .-��r'�►. �i�i �I►�j►���'� �r�i+ ����,►� �� PLANS PREPARED BY: � Hatch Mott �� MacDonald PO Box 700 Fuquay-Varina, NC 27526 (919)552-2253 (9191552-2254 (Fax) wWw.hatchmott.com LICENSE NO. F-0669 1 � 5121 Kingdoin Way, Suite 100 Raleigh, NC 27607 �� �,���„� �� E ��.� Engineering - �, � � L al 3 E� Q a� T MI 0 0 � M H � _ 3 � 0 � � � _ a �� V w Z �n� — F- � � ? w � a w i w � Z_ � � a oZv w � � � � Z a _ � '_______________________________ DETAIL A BENCH STABILIZATION �Nmro s�oie7 VAR. ].0'min GfOTFXTILE Type of Liner= Closs II Rip Rop -L- STA. 15 r 68 -L- STA.16+31 — � X—X ��� —__���._ S� / �'TM 38-0093-3 ROSE B L�ATKINS DB 1190 pG 200 � y RANDAL C & ROSE B �ATKINS DB 1190 �G 200 � � , ' � 1 1 � � � � � � � � � � � � � � y � ��� eR°oN ��p �(F. p'( .F. � o+�'P`'� "ti� `rY PpPR ��SF'ti"i A p�9 S �� O6. ti A Po t� 9f F Po AF 9� f !y F �o �9 i Oy S> J .59, d' F � SITE I CL4S5 II RIP RAP �STRUCTURE PAY ITEM) LIMITS �OODS � ?� WETLAND AND SURFACE WATER IMPACTS PERMIT �T� ��]�A�'"�� ROSE �8 L�ATKINS DB 1190 �G 200 PBI6PG7 BENCH STABILIZATION T SEE DETAIL A EST.42 TONS RIP RAP EsT.ns sr �EOrExn�E \ BENCH STABILIZATION SEE DETAIL A EST.58 TONS RIP RAP EST.60 SV GCOTEXTILE CL455 II RIP RAP eti g1 � �R 2 : � � � �_ � -- � �� m ENDISBG -01LT & RT �. � / y�aoos / oe� / / P/ / �W �k jQ�' / / "l k / / y/ / / / —� — — J/ � 1�$CP I RETAIN BL-4 � ---��/ \�-- ______ SF 1156 /�IARPER RENN ROAO — IS'RCP-- ��- ti � ROSE BL�ATKINS �a CWSS B RIP RAP DB IISO F'G 200 EXCAVATION EST.2 TONS REMOVE (2) CONCRETE FOOTERS ��MITS , W, EST. 7 SY GEOTEXTILE AT EXISTING INTERIOR BENTS, � � �� � INSTALL COIR FIBER MATTING I ON BOTH STREAM BANKS, \ � 'MaoDS USE IMPERVIOUS DIKE NCDOT ,�, STANDARD BMP TO DEWATER \ ^� SEE ENLARGED AREA AND ISOLATE ADIACENT � WoRK AREA. SHEET 4A �UANTITY FOR EXCAVATION LIMITS IS INCLUDED IMPERVIOUS DIKE SHALL BE CONSIDERED IN UNCLASSIFIED STRUCTURE EXCAVATION WCIDENTAL TO THE REMOVAL OF THE EXISTING STRUCTURE PLAN VI EW DENNIS BRAHDON DB 2009 PG 166 PB16PG7 B #ZE%ISTING p/�Y 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 NO IMPACTS 33" BOX BEAM TOTALS�: 0 0 0 "Rounded totals are sum of actual impacts NOTES: � c rn � S N �� � � C� C si. v i T S I M P O O W M , y O1 C �3 a 0 a � � � 0 �> u w Z F' V < Z� � d LL, � w � z_ 'n C9 a oWa � Cvx o._� `___________________________ v J . � . � � � � � ., � V W � � � � � � � � � V � � O V *DESIGN EXCEPTION: SUPERELEVATION � GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) `�V S, � " I � �� " I � I : (�) I � \ (�� i'� " I � I-I � �� i'� (�) I . I \ �� I1�1��1�1(�>\� (�>I� I-II��I-I\��� ��1�� � � � _ � � I'.', I�, I• ,, �- LOCATI0111: BRIDGE 1110. 93 OVER OWE11l CREEK 011i SR 1156 (HARPER RE11tN ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE BUFFER IMPACTS PERMIT � m Q Q DESIGN DATA ADT (2011) = 420 ADT (2035) _ ? V = 55 MPH RURAL LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.106 MILES LENGTH STRUCTURE TIP PROJECT = 0.017 MILES TOTAL LENGTH TIP PROJECT = 0.123 MILES �� C`�� � P�epo�ed In the Offlce of Haich MotF,�acDonold for DIVIS701V 5 NORTH CAROLlNA DEPARTMENT OF TRANSPORTATION 20I2 STANDARD SPGC7FICATIONS RIGHT OF WAY DATE: TIM JORDAN, PE PROJECT ENGIh'EER TRENT CORMIER, PE LETTlNG DATE: frrDeaur.ics Excrxeee NCDOT CONTACT: LISA GILCHRIST, EI �o 0 �82s�Y 06,�•l, TO OLD HWY 75 SR 1004 ROADWAY DESIGN ENGINEER HYDRAULICS ENGIIVEER P.E. SIGNAl'U/26: ,, �r���'i�'''�iu ijj►ti,i` `< r��ti����� �►� �'+R�.'� .-��r'�►. �i�i �I►�j►���'� �r�i+ ����,►� �� PLANS PREPARED BY: � Hatch Mott �� MacDonald PO Box 700 Fuquay-Varina, NC 27526 (919)552-2253 (9191552-2254 (Fax) wWw.hatchmott.com LICENSE NO. F-0669 1 � 5121 Kingdoin Way, Suite 100 Raleigh, NC 27607 �� �,���„� �� E ��.� Engineering - � a � N �I ? � Q a� T MI 0 0 ; �, _ 3 a � 0 � m c a c' V w Z �n� � a ? w w a N Z= � � a oZv w � � � � Z a _ � '_______________________________ DETAIL A BENCH STABILIZATION �Nmro s�oie7 VAR. ].0'min GfOTFXTILE Type of Liner= Closs II Rip Rop -L- STA. 15 r 68 -L- STA.16+31 � ��X—x � —�_ —__���._ S� / �� 38-0093-3 ROSE B L�ATKINS DB 1190 pG 200 � y RANDAL C & ROSE B �ATKINS DB 1190 �G 200 �� / /� // � � � � � � � � � � � � � � y � ��� eR°oN ��p �(F. p'( .F. � D��P�� p2� `�� PpPR ��SF'ti"i A p�9 S �� 06. ti A Po t� 9f F Po AF 9� f !y F �o �9 i Oy S> J .59, d' F � SITE I CL4S5 II RIP RAP �STRUCTURE PAY ITEM) � LIMITS �OODS � ?� BUFFER IMPACTS PERMIT ROSE �8 L�ATKINS DB 1190 �G 200 PBI6PG7 BENCH STABILIZATION T SEE DETAIL A EST.42 TONS RIP RAP EsT.ns sr �EOrExn�E \ BENCH STABILIZATION SEE DETAIL A EST.58 TONS RIP RAP EST.60 SV GCOTEXTILE CL455 II RIP RAP . F? �/�� � ���� : /.a �� v � � ���' ' I � �� ���� — — �� � _ � ��� �✓ - �� . -:�. .: ,. �_ � .� �. y�aoos / oe� P/ / �W Q / �k j "l k / / y/ / / / -� — J/ � 1�BCP I _ RETAIN � BL-4 � —�� � � � / __� SF 1156 /�IARPER RENN ROAO IS'RCP-- ��- � ROSE BL�ATKINS �a CWSS B RIP RAP DB IISO F'G 200 EXCAVATION EST.2 TONS REMOVE (2) CONCRETE FOOTERS ��MITS , W, EST. 7 SY GEOTEXTILE AT EXISTING INTERIOR BENTS, � � �� � INSTALL COIR FIBER MATTING I ON BOTH STREAM BANKS, \ � 'MaoDS USE IMPERVIOUS DIKE NCDOT ,�, STANDARD BMP To oeWAreR ��� SEE ENLARGED AREA AND ISOLATE ADIACENT � WoRK AREA. 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SITE � �t � —gZ �— RIPARIAN BUFFER ZONE 1 (30') —gZ z— RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 IOO� O� IOO� ZOO� (ROAD CROSSING) � ALLOWABLE IMPACT ZONE 2 (BRIDGE) GRAPHIC SCALE � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) � rn v 0 � L Q ?I � � Q a� T L MI P O O ; �, _ 3 a � � � m _ a c V w Z �n� � a ? w w a N Z= � � a oZv w � � � � Z a _ � '_______________________________ BUFFER IMPACTS PERMIT �o o� s�, s �� Od. ti 30 0 15 30 SCALEo I"= 30' HORIZo SITE 1 & 2 ENLARGED PLAN VI EW LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') — BZ 2— ����i . � � Ii ������� I� iiI RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACT ZONE 2 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftz) (ft2) (ft2) (ftZ) (ftz) (ft2) (ftZ) 1 33" BOX BEAM -L-15+54 TO 16+46 X 275 1014 1289 X 3943 125 4068 2 ROADWAY EMB. -L-16+34 TO 17+g2 X 1386 717 2103 TOTAL: 5so5 1856 7460 0 0 0