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Home My WebLink About20151252 Ver 1_SF310085 COMBINED PERMIT DRAWINGS_20151204�� Y,�,� F��. North Carolina Department of Transportation � 5]c�r�li4�,`�tP'T Hi hwa StormwaterPro ram �� ,: 9 Y 9 STORMWATER MANAGEMENT PLAN �� •-��""� (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: SF310085 County(ies): Durham Page 1 of 2 General Project Information Project No.: SF310085 Project T pe: Brid e Replacement Date: 9/4/2014 NCDOT Contact: Chris Murray Division Environmental Officer Contractor / Designer: Wetherill En ineering, Inc Address: 2612 North Duke Street Address: 559 Jones Franklin Road Durham, NC 27704 Suite 164 Ralei h, NC 27606 Phone: 919-220-4600 Phone: 919-851-8077 Email: cmurra ncdot. ov Email: a amber wetherillen .com City/Town: Durham County ies : Durham River Basin(s : Neuse CAMA Count ? No Primary Receiving Water: Little Lick Creek NCDWQ Stream Index No.: 27-9- 0.5 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Suppl IV WS-IV Supplemental: Nutrient Sensitive Waters (NSW Other Stream Classification: None 303(d) Impairments: Ecolo ical / Integrity Benthos Buffer Rules in Effect Neuse Project Description Project Length (lin. Miles or feet): .07 miles Surrounding Land Use: Residential Proposed Project Existing Site Project Built-Upon Area ac.) 0.26 ac. 0.21 ac. Typical Cross Section Description: 11' travel lanes with 4 FDPS back station of the bridge; 11' travel lanes with FDPS on variable width travel lanes with insufficient shoulder width upstation of the bridge; downstream side and curb and gutter on upstream side. variable width travel lanes with insufficient shoulder on downstream side and curb and Average Daily Traffic (veh/hr/day): Design/Future: N/A Existin : 6600 General Project Narrative: This project is required to improve the safety of the bridge and roadway for Durham bridge #85. The drainage from the bridge is collected and outleted from an existing pipe into the buffer at non-erosive velocities. The roadway discharge before the bridge is collected into a system and outleted outside the buffer area. The grade was lowered and project length shortened to reduce the impacts to the jurisdictional stream parallel to the road. References f �i�;liti��ttw� North Carolina Department of Transportation !� t [ 1 t71114"�1 [ f"i " .. . . Highway Stormwater Program STORMWATER MANAGEMENT PLAN `�;::..::_. (Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: SF310085 County ies): Durham Page 2 of 2 Project Environmental Summary Surface Water Impacts Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 12+70 to Stream Perennial Little Lick Creek NA 27-9-(0.5) WSIV; NSw biological Fill N/A 13+50 rt impairment ' List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures. Description of Minimization of Impacts or Mitigation Index number of receiving stream References � N 0 N V ., C� V � � O V See Sheel� 9-B For Conventional Symbols z � 0 N BEGI11t PROJECT DBS — 310085 —L— STA.12 + 00.00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT = 6600 ADT FY = WA DHV = WA D = WA T = b°/a * �k (TTST 3% + DUAL 3%) V = 45 MPH CLASS = RURAL MINOR COLLECTOR SUBREGIONAL TIER �� y�� i � ��'��?� D URHAM CO U1�lTY LOCATION: BRIDGE NO. 85 OVER LITTLE LICK CREEK 0111 SR 1814 (STALLIIVGS RD.) TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE A 'S O 8 � � , y RS 200, WETLAND AND SURFACE WATER IMPACTS PERMIT TO SR 1811 (PATTERSON KD)___L__ ---------� SR 1814 STALLINGS � S�_ SITE 2 PROJECT LENGTH LENGTH ROADWAY PROJECT DBS-310085 = 0.056 mi. LENGTH STRUCTURE PROJECT DB5-310085 = 0.014 mi. TOTAL LENGTH PROJECT D65-310085 = 0.070 mi. + STATE STw'P6 PROl6 T RCPERENCE NO. SHF,�ET I 5o'1'AL i xePrs �� DB5 — 310085 � � 17BP.S.R.46 P NAANo � re PE o� 77BP.5.R.46 N.A. I WW & UTILITIES 17BP.5.R.46 N.A. CONSTRUCTION EXPRESS DESIGN BUILD: DIVISI0IV SA — YEAR 2 PERMIT DRAWING SHEET 1 OF 5 E1VD PROJECT DBS — 310085 —L— STA. IS + 70.00, � Prepared for Fred Smiek Company in ehe Office of.� �� 1223 JONES FRANKLIN ROAD ETHERILL Raleigh, N.C. 27606 � ENGINEERING Liscense No. F-0377 Bus: 919 851 80�� Fax: 919 851 8107 ZOl2 ST9NDARD SPECIFICATIONS EDWARD G. WETHERILL, PE RIGHT OF WAY DATE: PRo�Ecr sxc,NeEn APRIL 15, 2013 JONATHAN HEFNER, PE PROJECT DESIGN ENGINEER LETTIIVG DATE: K. ZAK HAMIDI, PE APRIL 15, 2013 NCDOT TPMU NCDO7 CONTACT + � � DURHAM CITI' LIMITS =__ TO SR 1800 __ ____ (CHEEK RD.)` HYDRAULICS ENGINEER P.E. �NATURE: ROADWAY DESIGN ENGINEER P.E. � �■■ ■■�■�■■�� w� i■■ i■■■■ �■■ ■■■■■■tr��%c'�.!�e� i�� i■■�r_ �r. �a��s��C' ��' '�� i■�i■■■■■■■■r�ii■■i i■■■■■■ — -------------.i■■■■■■ i�;.� i iiiiiii 1 ii ;�::=::�: i i■■ i,�-�:� ■�■■�■■ I n;►-.��:� : i ii. i.•■■■■�■■� �i � c.,:•; i i■■ ��.��■■■■ ■ i� . �,��o■■ � �.��ee�� oi��a��,,� � ►,A�a.,,. �1�;'.'aG:i� ';��I � !'�i ��'!��'�� C��■1,1 �1■■■■■ �■■ ■■�■�■■�� w� i■■ i■■■■ �■■ ■■■■■■tr��%c'�.!�e� i�� i■■�r_ �r. �a��s��C' ��' '�� i■�i■■■■■■■■r�ii■■i i■■■■■■ — -------------.i■■■■■■ i�;.� i iiiiiii 1 ii ;�::=::�: i i■■ i,�-�:� ■�■■�■■ I n;►-.��:� : i ii. i.•■■■■�■■� �i � c.,:•; i i■■ ��.��■■■■ ■ i� . �,��o■■ � �.��ee�� oi��a��,,� � ►,A�a.,,. �1�;'.'aG:i� ';��I � !'�i ��'!��'�� C��■1,1 �1■■■■■ z 0 > � SHEET NO. 15' 0' 15' 30' WETLAND AND SURFACE WATER IMPACTS PERMIT �DENOTES IMPACTS IN SURFACE WATER �I ��TQ� �� DENOTES TEMPORARY I VJ �` IMPACTS W SURFACE WATER S ITE 2 0 � � 0 � � RNJ SHEET NO. PERMIT DRAWING SHEET 4 OF 5 S ITE 1 Hq� ��S 2�. 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 13+45 to 14+00 BANK STABILIZATION 0.02 < 0.01 87 20 1 13+70 to 13+90 TEMPORARY CAUSEWAY 0.01 65�* 2 12+35 to 13+50 RT STREAM LOSS < 0.01 < 0.01 106 10 TOTALS*: 0.03 0.02 193 30 0 *Rounded totals are sum of actual impacts *'� Concurrent with Permanent Bank Stabilization NOTES: Interior Bents are located within permanent impacts of Bank Stabilization. (2@3' diameter drilled shafts (14 sq.ft.)) 2013 10 24 � N O N V ., C� V � � O V See Sheel� 9-B For Conventional Symbols z � 0 N BEGI11t PROJECT DBS - 310085 -L- STA.12 + 00.00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT = 6600 ADT FY = WA DHV = WA D = WA T = b°/a * �k (TTST 3% + DUAL 3%) V = 45 MPH CLASS = RURAL MINOR COLLECTOR SUBREGIONAL TIER �� y�� i � ��'��?� D URHAM CO U1�lTY LOCATION: BRIDGE NO. 85 OVER LITTLE LICK CREEK 0111 SR 1814 (STALLIIVGS RD.) TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE A 'S O 8 � � , y RS 200, BUFFER IMPACTS PERMIT TO SR 1811 -- (PATTERSON KD) _L__ SR 1814 STALLINGS � S � , PROJECT LENGTH LENGTH ROADWAY PROJECT DBS-310085 = 0.056 mi. LENGTH STRUCTURE PROJECT DB5-310085 = 0.014 mi. TOTAL LENGTH PROJECT D65-310085 = 0.070 mi. + R�P=— STATE STw'P6 PROl6 T RCPERENCE NO. SHF,�ET I 5o'1'AL i xePrs �� DB5 - 310085 � � 17BP.S.R.46 P NAANo � re PE o� 77BP.5.R.46 N.A. I WW & UTILITIES 17BP.5.R.46 N.A. CONSTRUCTION EXPRESS DESIGN BUILD: DIVISI0IV SA — YEAR 2 BUFFER DRAWING SHEET 1 OF 4 E1VD PROJECT DBS - 310085 -L- STA. IS + 70.00, � Prepared for Fred Smiek Company in ehe Office of.� �� 1223 JONES FRANKLIN ROAD ETHERILL Raleigh, N.C. 27606 � ENGINEERING Liscense No. F-0377 Bus: 919 851 80�� Fax: 919 851 8107 ZOl2 ST9NDARD SPECIFICATIONS RIGHT OF WAY DATE: APRIL 15, 2013 LETTIIVG DATE: APRIL 15, 2013 EDWARD G. WETHERILL, PE PROJECT ENG7NEER JONATHAN HEFNER, PE PROJECT DESIGN ENGINEER K. ZAK HAMIDI, PE NCDOT TPMU NCDO7 CONTACT + � � DURHAM CITI' LIMITS _ HYDRAULICS ENGINEER P.E. �NATURE: ROADWAY DESIGN ENGINEER P.E. � TO SR 1800 � (CHEEK RD.) � �■■ ■■■■�■■�� w� i■■ i■■■■ �■■ ■■■■■■tr��%c'�.!�e� i�� i■■�r_ �r. �a��s��C' ��' '�� i■�i■■■■■■■■r�ii■■i i■■■■■■ — -------------.i■■■■■■ i�;.� i iiiiiii 1 ii ;�::=::�: i i■■ i,�-�:� ■�■■�■■ I n;►-.��:� : i ii. i.•■■■■�■■� �i � c.,:•; i i■■ ��.��■■■■ ■ i� . �,��o■■ � �.��ee�� oi��a��,,� � ►,A�a.,,. �1�;'.'aG:i� ';��I � !'�i ��'!��'�� C��■1,1 �1■■■■■ N Z � i � � ALLOWABLE IMPACTS ZONE 1 BRIDGE � ALLOWABLE IMPACTS ZONE 2 � �� BRIDGE I� PARALLEMITIGABLE ZONE 1 � ALOWABLE IMPACTS ZONE 1 ROADWAY ALLOWABLE IMPACTS ZONE 2 ROADWAY PARALLEL IMPACTS ZONE 2 MITIGABLE � �f�Af'HIC SCA�� Hq�� v RS 2pp\. SHEET NO. RNJ SHEET NO. BUFFER DRAWING SHEET 3 OF 4 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) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) 1 Bridge 12+85 to 14+55 X 1771 393 2164 1 Bridge 12+85 to 14+55 X 1948 1257 3205 1 Roadway Embankment 10+45 to 12+85 -L- RT X 4472 91 4563 TOTAL: 3719 1650 5369 4472 91 4563