The URL can be used to link to this page

Home My WebLink About20180514 Ver 1_17BP.R.6.106_770028_Permit Drawings_022718_20180604I {[g)hway North Carolina Department of Transportation Storfiiww`otc. r Highway Stormwater Program J STORMWATER MANAGEMENT PLAN u (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.106 TIP No.: 1713P.6.R.106 County(ies): Robeson Page 1 of 1 General Project Information WBS Element: 17BP.6.R.106 ITIP Number: 17BP.6.R.106 Project Type: Bridge Re lacement Date: 12/11/2017 NCDOT Contact: Jon Moore, P.E. Contractor / Designer: Dan Duffield, P.E. Address: NCDOT Hydraulics Unit 1020 Birch Ridge Drive Address: Summit Design and Engineering Services 100 East Six Forks Road, Suite 300 Raleigh, NC 27609 Phone: 919 707-6608 Phone: 919 322-0115 Email: 'Imoore6 ncdot. ov Email: dan.duffield@s mmitde.net City/Town: Pembroke Count ies : Robeson River Basins : Lumber T CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 750 LF Surrounding Land Use: Rural Area with Agricultural or Residential Land Uses Proposed Project Existing Site Project Built -Upon Area ac.) 0.52 ac. 0.44 ac. Typical Cross Section Description: 2 lane road with 12' travel lanes and 5' paved shoulder with total bridge length of 135 ft and width of 33 ft. 2 lane road with 13' travel lanes and 4' grass shoulders with a total bridge length of 122 ft made up of three spans 1 @21', 4@20', 1 @21' and width of 31.3 ft Annual Avg Daily Traffic (veh/hr/day): Design/Future: 390 Year: 2017 Existing: Less Than 390 Year: General Project Narrative: (Description of Minimization of Water Quality Impacts) State Project 17BP.6.R.106 involves the replacement of NCDOT Bridge 770028 on NC 83 over Leith Creek. The existing structure is a reinforced concrete deck on I -Beams with a sufficiency rating of 54.33. The proposed structure will be a 2@40', 1 @55' 24" concrete cored slab bridge with 2'-6" caps. The proposed bridge is in FEMA Zone AE as shown on the DFIRM Map 3710836000J and is included in a "Limited" study. The proposed bridge will maintain the existing level of service. To reduce impacts for the proposed roadway grade to tie quicker, a vertical crest was placed on the bridge. In doing so, four outlets for the bridge deck drainage are used to facilitate spread for safety. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion at these outlets. Replacement in place will minimize disturbance in the surrounding wetland areas and stream crossing. No ditches were replaced and the roadway embankment has grassy fill slopes. Waterbody Information Surface Water Body (1): Leith Creek NCDWR Stream Index No.: 14-33 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: Leith Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? IYes I Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? INo I (If yes, provide justification in the General Project Narrative) I (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) -J Ul �I 0 00 Lo L CO o> C\ _ \) W J `_ 0 CV -- 0-1 See Sheet I A For Index of Sheets See Sheet I B For Conventional Symbols See Sheet IC For Survey Control Sheet 1615 1615 ,' 1104 01623 1624 �a SnnaClr r`h i'a ara� Qv 83 / 1101 pp I o 1623 1104 `r0♦0 ,Q� PROJ T v SITE 1125 10 ,' 1100 83 1 o O O'• l JBRda � 83 '•♦ 1101 1104 •• Gd ♦ aay, •�♦ sM��R a 1214 '' ♦ ted��h Or 1128 VICINITY MAP • DETOUR ROUTE TO SR 1100 (OAK GROV E SCHOOL R D) SOUTH BAR OLINA BORD ER BEGIN PROJECT —L— STA. 13 + 00.00 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ROBESON COUNTY LOCATION. BRIDGE NO. 770028 ON NC 83 OVER LEITH CREED TYPE OF WORD: GRADING, DRAINAGE, PA VING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE �s. LEITH CREEK 1 i END BRIDGE —L— STA. 17 + 39.75 NC GRID NAD 83 NA 2011 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. 17BP.6.R.lo6 STATE PROJ. NO. F. A. PROD. NO. DESCRIPTION 17BP.6.R.106 NA PE 17BP.6.R.106 NA ROW 17BP.6.R.106 NA CONST Structures Plans Prepared in the NC License No. F-0765 Pre p VOLKERT 5540 Cente 76 Drive, Suite 305 2 office Of: Raleigh, NC 7606 Tel.919-854-0344 Fax.919-854-0355 SUBMITTAL A-001 RESPONSE A-001 25% PLANS 25% PLANS 08/03/17 08/16/17 SUBMITTAL A-005 RESPONSE A-005 ROW PLANS 12A 8/17 ROW PLANS 01109A 8 PERMIT DRAWING SHEET 1 OF 6 END PROJECT —L— STA. 20 + 50.00 TO US 501 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 504 Meadowland Drive Hillsborough, NC 27278-8551 SU�Jt4IT 50 25 0 50 100 ADT 2 Ol 7 = 610 Voice: (919) 732-3883 Fax:.su9) NOR p� Q �c T = 7 /Q LENGTH ROADWAY PROJECT = 0.116 MILES DESIGN AND ENGINEERING SERVICES www.summitde.net itde.n t FIRM NO. P-0339 �� e q 011111111111 V = 55 MPH LENGTH STRUCTURES PROJECT = 0.026 MILES 2012 STANDARD SPECIFICATIONS PLANS TOTAL LENGTH PROJECT = 0.142 MILES P.E. SIGNATURE: t° 50 25 0 50 100 * TTST = 3% DUAL 4% RIGHT OF WAY DATE: J U LY 18 , 2 01 7 TRACY N. PARROTT, PE o a �� ROADWAY DESIGN ENGINEERo'p, PROJECT ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = oQ�� 10 5 0 10 20 MAJOR COLLECTOR NCDOT CONTACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON/ PE REGIONAL TIER MANAGER, PRIORITY PROJECTS UNIT J U LY 18, 2017 PROJECT DESIGN ENGINEER P.E. SIGNATURE: PROFILE (VERTICAL) I I I PROJECT REFERENCE NO. I � I � I7BPo6.Ro106 I � RAW SHEET NO. ROADWAY DESIGN I 1 I I I I I I I I I I ENGINEER i I I I I I I I I I I I I I 1 (n Q N L I I CV E I � � I I L cn O � SHEET NO. INSET HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the SUMMIT Office of: [f] DESIGN AND -I EER- SERVICES SITE 1 NC FIRM LICLN'SL No. P-U-' 504 Meadowlands Drive Hillsborough, NC 27278 (919) 732-3883 (919) 732-6676 (FAX) RMIT DRAWING OF 6 /yF/ F DENOTES FILL IN WETLAND DENOTES HAND CLEARING ///// DENOTES EXCAVATION zlEl IN WETLAND SITE 1 m m m m m I GR/ PH C SC/ LE 20101201 I 1 I I 6� I co I I I I I I I I PROJECT REFERENCE NO. SHEET NO. I7BPo6.R.106 INSET RAW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER i I I I I I I I I I I I I I I I I I L Lo Q I 3 t I N E I � � I I L 00 n O � Z DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the NC FIRM II�FI�hF I _- Office of: ,I�, SUMMIT 504 bor Dug , N Hlllsboraugh, �I DESIGN AND ENGINEERING SERVICES (919) 732 J (919) 732-6676 PERMIT DRAWING SITE 1 SHEET 5 OF 6 /yF/ F DENOTES FILL IN /// WETLAN D DENOTES HAND CLEARING DENOTES EXCAVATION IN WETLAND SITE 1 m m m m m I GR/ PH C SCALE CC LL- 20101201 WETLAND PERMIT IMPACT SUMMARY Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 13+50 TO 16+17 Roadway < 0.01 < 0.01 < 0.01 0.03 1 13+44 TO 16+74 Roadway 0.02 < 0.01 < 0.01 0.06 1 17+20 TO 20+13 Roadway 0.04 0.01 < 0.01 0.03 1 17+25 TO 18+59 Roadway < 0.01 < 0.01 < 0.01 0.02 TOTALS": 0.08 0.03 < 0.01 0.14 0 0 0 "Rounded totals are sum of actual impacts NOTES: Total Excavation in Wetland Impact Areas = 227 SF Fill in Wetland (13+50 to 16+17) = 327 SF Fill in Wetland (17+25 to 18+59) = 414 SF 0.03 acre Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures End Bents = (1.16 ft x 1.16 ft) = 1.34 SF x 6 piles = 8.1 SF total for each bent.