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Home My WebLink About20170741 Ver 1_B5693_Permit Drawings_20170601_20170616k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 45647.3.1 & 45660.: TIP No.: B-5693 County(ies): Robeson Page 1 of 1 General Project Information WBS Element: 45647.3.1 & 45660.3.1 TIP Number: B-5693 Project Type: Bridge Replacement Date: 5/28/2017 NCDOT Contact: Virginia Mabry Contractor I Designer: Randal Howard, EI Address: Priority Projects Unit Address: Sungate Design Group, PA 1595 MSC, Raleigh, NC 27699-1595 905 Jones Franklin Rd. 1020 Birch Rid e Dr, Room #16, Ralei h, NC 27610 Ralei h, NC 27606 Phone: 919 707-6604 Phone: 919 859-2243 ext.213 Email: vmabr ncdot. ov Email: rhoward sun atedesi n.com Cit ITown: Saint Pauls, NC Count ies): Robeson River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th fin. miles or feet : 0.111 miles Surroundin Land Use: Rural, Agricultural Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.4 ac. 0.4 ac. Typical Cross Section Description: Two 11' wide paved travel lanes with 4' paved shoulders and 2'-5' unpaved shoulders. Two 11' wide paved travel lanes with 3' wide paved shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 3000 Year: 2013 Existin : 3000 Year: 2013 General Project Narrative: This project consists of replacing bridge 770059 on SR 1924 (Barker Ten Mile Road) over Big Marsh Swamp in Robeson County, as well as improvements to the roadway (Description of Minimization of Water approaches on each side of the bridge. The bridge replacement and associated roadway improvements have been designed to minimize increases in impervious surface area Quality Impacts) and maintain existing drainage patterns. No deck drains are proposed for the replacement bridge, instead deck drainage will be routed to grate inlets at each end of the bridge and discharged to a riprap outlet pads on the east and west sides of the project. The bridge span arrangement has been designed to avoid piers in surface waters and erosion control practices have been designed to minimze impacts to surface waters and wetlands. There are no existing ditches along any quadrant of the bridge approaches and as such no new ditches are proposed. Proposed utility pole relocations are outside the wetlands area with only temporary hand clearing impacts for guy-wire anchors anticipated. Waterbody Information Surface Water Body (1): Big Marsh Swamp NCDWR Stream Index No.: 14-22-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A 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) � I � 0 L a � 3 � L a � ,� T _ o� ,� o� o NO \�_ �� See Sheet 9-A For Index of Sheets BEGIN TIP PROJECT 8-5693, B-5706 —L— POT STA.I3+17.00 �—,��rzr,i� `^�.' ' '� `U,'—�-�;J-4�-�r-�.r—�� - �:�,z.; � TO SR 1006 (E GREAT MARSH CHURCH RD) r(`-vfh�r'�y, . . �'-�r'�-� N h_rr',zrr'-v "i�-r�-u"'�-� SITE 7 THIS PROJECT /S NOT WITHIN A MUNICIPAL BOUNDARY. CLEARING ON TH/S PROJECT SHALL BE PERFORMED TO THE L/M7TS ESTABLISHED BY METHOD II. �� [�� I�� ROBES01�1 CO U1�lTY PERMIT DRAWING 1�ocCo B-5693 S H E ET 1 O F 7 � Pa� �Pa�� 45647.3.1 & F WA 45660.3.1 I 45647.3.1 & wq 45660.3.1 i II 45647.3.1 & wq 45660.3.1 LOCATIOIV: REPLACE BRIDGE #770059 OVER BIG MARSH SWAMP ON SR 1924 (BARKER TEN MILE RD) TYPE OF WORK GRADI11lG, PAVI11lG, DRAIIVAGE, £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE -L- STA. 15+17J0 $ITE 1 � �� SITE 8 �jp� �-��-�-�-�� , SITE 4 `rr" - �. E 3 � ..s"'Lr � SITE 2 Ir C i =i- DESIGN EXCEPTIOIV APPROVED FOR SAG VERTICAL CURVE K VALUE � �� 83 ��» �,� � � _ 4 NO IMPACTS ON PSH 05 END BRIDGE � SITE 5 —L— STA. 16+97J0 �� - � ��';�-k ��.; r,: ��ti.�� u�, ,� ��, � -�- SR 7924 (BARKER TEN MILE ROAD) TO NC HWY 20 - SITE b SITE 9 � �I--�._ ._. �_.a �.2.r�_., _. . END TIP PROJECT B-5693, B-5706 —L— POT STA.19 + 02.00 ��p�1la�Ll`�ll�i�' fll:C�� C'il��l � �� N�T Y7SE F�R RCW AC�UISITI�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� SMITH—ROWE, LLC �� r �� STV Cnainccrs, Inc. V t500 Perimeter Park Dr., Su'ite 120 �� M nisville, NC 27560 NC Llcense Number F-0991 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR THE NCDOT BY: HYDRAULICS ENGINEER STV ENGINEERS, INC. SUNGATE DESIGN GROUP, PA. 2� �� z� 4� ADT 2013 = 3000 I500 Perimeter Park Dr., Suite 120, Morrisvi[le, NC 27560 3�=�r.NESFr,�NK�wRo�o {� � NC License Number F-099I � en��cHHoa-H anocNAa- �� IOqpyy ��I �I I \ I; � I _ LENGTH OF ROADWAY PROJECT B-5693, B-5706 = 0.077 MILES NCeCOA No.cC-0890 6� �� c� V- 55 MPH 2O12 STANDARD SPEClFICAT/ONS aQ o PLAN$ T _ 6%* LEIYGTH OF STRUCTURE PROJECT 8-5693�B-5706 = 0.034 MILES P� �' � 20 �0 � 2� 40 SIGNATURE: � D � TOTAL LE1vGTH OF PROJECT B-5693, B-5706 = 0.111 MILES RIGHT OF WAY DATE: BRIAN K. LUSK, PE g �ar1 mTt�l� � � � a JULY 19, 2016 reo�scr sn�crxEax ROADWAY DESIGN D� PROFILE (HORIZONTAL) * o ENGINEER TTST = 3/o, DUALS = 3% ��p Qo�'�� 4 2 0 4 8 FUNC. CLASSIFICATION: LETTI1VG DATE: WESTON D. MURPHY, EI ��"�� j RURAL LOCAL NCDOT CONTACT: VIRGINIA MABRY JULY 19, 2016 PRo�scr Dssicx sxcrNSEe PROFILE (VERTICAL) SUB REGIONAL TIER Priority Projects Unit P.E. S7GNAT[IRE: WETLAND AND SURACE WATER IMPACTS 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) (tt) (ft) (ft) 1 14+g7 / 15+07 -L- LT Riprap Outlet Pad & Esmt. < 0.01 < 0.01 2 14+87 / 15+07 -L- RT Riprap Outlet Pad & Esmt. < 0.01 < 0.01 3 15+80 / 15+83 -L- RT Interior Bent # 1 Const. < 0.01 10 4 16+33 / 16+37 -L- RT Interior Bent # 2 Const. < 0.01 10 5 17+10 / 17+30 -L- LT Riprap Outlet Pad & Esmt. < 0.01 < 0.01 6 17+10 / 17+30 -L- RT Riprap Outlet Pad & Esmt. < 0.01 < 0.01 7 12+55 -L- RT Guy-Wire Anchor < 0.01 8 13+80 -L- RT Guy-Wire Anchor < 0.01 9 17+50 -L- RT Guy-Wire Anchor < 0.01 TOTALS': < 0.01 0.04 < 0.01 0 20 0 'Rounded totals are sum of actual impacts NOTES: Permit Site 1: Wetland Fill <0.01 ac. (93 s.f.) / Hand Clearing <0.01 ac. (244 s.f.) Permit Site 2: Wetland Fill <0.01 ac. (110 s.f.) / Hand Clearing <0.01 ac. (235 s.f.) Permit Site 3: Temp. SW Impacts <0.01 ac. (25 s.f.) Permit Site 4: Temp. SW Impacts <0.01 ac. (54 s.f.) Permit Site 5: Wetland Fill <0.01 ac. (105 s.f.) / Hand Clearing <0.01 ac. (261 s.f.) Permit Site 6: Wetland Fill <0.01 ac. (97 s.f.) / Hand Clearing <0.01 ac. (255 s.f.) '�' ' � Permit Site 7: Hand Clearing <0.01 ac. (284 s.f.) Permit Site 8: Hand Clearing <0.01 ac. (236 s.f.) Permit Site 9: Hand Clearing <0.01 ac. (432 s.f.)