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Home My WebLink About20211364 Ver 1_17BP.2.R.90_Permit Drawings_20210922_20211014(Version 2.08; Released April 2018)17BP.2.R.90TIP No.:B-4569County(ies):Lenoir Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?NoComments:YesNoNoWetlands within Project Limits?Swamp Waters (Sw) NoneSupplemental Classification: (NSW)Rural Area with Agricultural or Residential Land UsesGroundnut Creek27-77-2-20.20.099 MilesProject DescriptionProposed ProjectNeuseRiver Basin(s): City/Town:0.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomcaman@ncdot.govGreenville, NC 27835Address:9/22/2021LenoirLa Grange Michael Aman1037 W.H. Smith Blvd.WBS Element:Bridge ReplacementWBS Element:Jason Patskoski, P.E., PhDNCDOT Contact:(252) 439-2812100 East Six Forks Road, Suite 300Raleigh, NC 27609Contractor / Designer:(919) 322-0115Summit Design and Engineering ServicesNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Project Development UnitAddress:General Project InformationB-456917BP.2.R.90Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State Project involves the replacement of NCDOT Brdige 530068 over Groundnut Creek on SR 1515 in Lenoir County. The existing structure is a 60 feet long, 2 span (2@30') prestressed concrete channel bridge with a sufficient rating of 29.3. The proposed structure will be a single span (1@70') 24 inch girder bridge with an out to out deck width of 30 feet.The existing bridge has deck drains. The proposed bridge collects bridge runoff with four TB 2GIs without deck drains and outlets the runoff outside BZ-2. Rip-rap pads will be utilized at each outlet to dissapate flow and minimize erosion. The proposed bridge maintains the existing level of service with a single span bridge, so no bents will be placed in the water. The bridge utilizes 4.0' caps, so the rip-rap key in ties in outside the existing top of bank under the bridge. Grassy 3:1 fill slopes are utilized with a low roadway profile to minimize impacts to the wetland areas.NeuseBuffer Rules in Effect:Groundnut CreekNone6602 lane road with 10' travel lanes and 4' unpaved graded shoulders. The total bridge length is 70' with an out to out width of 30'.Waterbody Information2015NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (2): Class CNCDWR Surface Water Classification for Water Bodyac.2 lane road with 10' travel lane and 1' paved shoulders. The total bridge length is 60' and width is 25'-10". 1600jason.patskoski@summitde.netProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NoDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (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) SITE 2 SITE 1 1 15" RCP-III 15" RCP-III 15"15"BRIDGE #68 ALDRIDGE STORE RD SR 1515 V = = =MPH ADT ADT FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 22-SEP-2021 15:34B-4569_prm_SW 1 tsh.dgnhe.yangCONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NALENOIR COUNTY THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES VICINITY MAP See Sheet 1C-1 For Survey Control Sheet See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets BRIDGE NO. 530068 ON SR 1515 (ALDRIDGE STORE RD) OVER GROUNDNUT CREEK GRADING, DRAINAGE, PAVING, AND STRUCTURE 903 903 903 70 Middle Sch. E.B.Frink Sch. Elem. LaGrange LOCAL 2020 1000 PROJECT LENGTHPROJECT LENGTH NCDOT CONTACT: LENGTH STRUCTURES PROJECT = 0.013 MILES LENGTH ROADWAY PROJECT = 0.086 MILES TOTAL LENGTH PROJECT = 0.099 MILES 4TIP PROJECT:17BP.2.R.902040 1600 -L- STA. 14+75.00 BEGIN BRIDGE END BRIDGE -L- STA. 19+50.00 -L- 17BP.2.PE.90 PE (SR 1001) TO PAULS PATH RD JEFFREY P. MUHLBAUER, PE FAITH E. JAHNKE, PE MICHAEL AMAN, PE PROJECT ENGINEER- DIVISION 2 SUB REGIONAL TIER 60 50 10025 50 1002550 50 10 5 10 20 BEGIN TIP PROJECT B-4569 END TIP PROJECT B-4569 Prepared in the Office of: FIRM NO. P-0339 TO LA GRANGE SITE PROJECT DETOUR ROUTE END APPROACH SLAB BEGIN APPROACH SLAB Crossroads Hardison La Grange Pop. 2,783Pop. 2,783 CAROLI NARAI LROAD17BP.2.R.90 17BP.2.R.90 CLEARING ON THIS PROJECT SHALL BE PREFORMED TO THE LIMITS ESTABLISHED BY METHOD II. OCTOBER 9, 2019 MARCH 25, 2020 (ALDRIDGE STORE RD.)SR 1515 BRIDGE #68 -L- STA. 16+41.00 -L- STA. 16+51.88 -L- STA. 17+24.13 -L- STA. 17+35.00 17BP.2.R.90 CONST ROW & UTL ROW PLANS www.summitde.net Fax: (919) 732-6776 Voice: (919) 732-3883 Hillsborough, NC 27278-8551 320 Executive Ct. 903 903 903 903 70 Pop. 2,783 La Grange Simroe Church Rouse Chapel Taylors ChapelMosley CreekGr o u n dnut Cr e e k Falli ngJumpingRunBranchBuckBranchLake Pine SHEET 1 OF 7 PERMIT DRAWING NAD 83/ 2011Was hi ngt onSt.E.Fi el ds St ati onRd.Ho d gesFar mRd.L.D.Ha r d y Rd.Mos e l e yC reekR d. Eason Rd.Mos el eyCr eekRd.EasonRd.WatersMillRd.E. WahingtonSt.Railr oa dSt.AlridgeStoreRd.Fire Tower Rd. RouseLoopPa u l s Pat h Rd. Aldridge Store Rd.Bo n nie Walters Rd. AlphonsoWaltersRd. Rd. Five P oints Rd.BrothersRd.N.CharlesSt. Rouse Chape lRd.Wal t er sSt . FieldsStation Rd.HarveyFieldsRd.W.P.HardyRd.Brothers Coli eRd.E.Nort hMoseleyCre ekRd. Brothers Rd. Loop Fields 1001 1513 1512 1509 1510 1514 1507 1515 1515 1516 1502 1514 1515 1503 1518 1517 1519 1519 1001 1524 2005 1523 1527 15231603 1325 1378 1690 1503 1690 1514 1531 1519 1515 1511 Pauls Path Rd EXCAVATE TO 73.5 EST 51 CY CL II RIP-RAP KEYED IN 3.5' (TYP) WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT EXCAVATE TO 73.5 EST 93 CY NWSEL = 69.8 FT CL II RIP-RAP KEYED IN 3.5' (TYP) RIP RAP BELOW EXCAVATION KEYED IN 1.5'RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXCAVATE TO 73.5 EST 93 CY NWSEL = 69.8 FT CL II RIP-RAP KEYED IN 3.5' (TYP) RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXCAVATE TO 73.5 EST 51 CY CL II RIP-RAP KEYED IN 3.5' (TYP) WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXISTING BRIDGE TO BE REMOVED EXISTING BRIDGE TO BE REMOVED FILL IN WETLAND MECHANIZED CLEARING PERMANENT STREAM IMPACTS REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/9922-SEP-2021 15:34B-4569_prm_SW 2.dgnhe.yang50 60 70 80 90 100 50 60 70 80 90 100 110 120120 110 10 11 12 13 14 15 16 17 18 19 20 21 22 -L- SR 1515 (ALDRIDGE STORE RD.) 40 40 EL = 71.44' -BL- STA 17+33.00, 126.00' RT -L- STA 18+18.39, 115.69' RT BM #1: R/R SPIKE IN 18" HARDWOOD (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 320 Executive Ct. NC FIRM LICENSE No: P-0339 Office of: Prepared in the TYPE-III TYPE-III TYPE-III TYPE-III 1 22vvvvSR 1515 (ALDRIDGE STORE RD.) 20' BST SR 1515 (ALDRIDGE STORE RD.) 20' BST CHARLES E. ROUSE ALBRET L. ROUSE,et ux GARY A. CROUSE GARY A. CROUSE GARY A. CROUSE GARY L. TAYLOR,et ux JESSE R. HARRISON, et ux JESSE R. HARRISON, et ux KENNETH G. HARRISON70.00'EXISTING R/W EXISTING R/W 70.00'EXISTING R/W EXISTING R/W AMY L. ALDRIDGE AMY L. BROWN,et al CHARLES E. ROUSE ANNE D. ROUSE CORY L. BRACY, et ux CHARLES E. ROUSE 15" RCP-III 15" RCP-III 15"15"15" RCP-III 15" RCP-III 15"15"1.5:11.5:1EL = 79.27' 16+10.83 SAG ELEV = 80.45' -L- STA 14+75.00 BEGIN GRADE (-)1.5363% EXIST GRADE (+)1.5684% EXIST GRADE ELEV = 80.65 -L- STA 19+50.00 END GRADE PI = 19+05.00 EL = 80.16' PI = 15+65.00 EL = 79.08' (-)1.5222%(+)0.3176%(+)0.3176%(+)1.0889%1.5:11.5:1-L- STA 16+51.88 BEGIN BRIDGE -L- STA 17+24.13 END BRIDGE -L- STA 16+41.00 BEGIN APPROACH SLAB -L- STA 17+35.00 END APPROACH SLAB GRAPHIC SCALE 0'100'100' SITE 1 2 SHEET 2 OF 7 PERMIT DRAWING BRIDGE 68 ENLARGEMENT OF SEE SHEET 4 FOR WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * 17BP.2.R.90 EXCAVATE TO 73.5 EST 51 CY CL II RIP-RAP KEYED IN 3.5' (TYP) WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT EXCAVATE TO 73.5 EST 93 CY NWSEL = 69.8 FT CL II RIP-RAP KEYED IN 3.5' (TYP) RIP RAP BELOW EXCAVATION KEYED IN 1.5'RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXCAVATE TO 73.5 EST 93 CY NWSEL = 69.8 FT CL II RIP-RAP KEYED IN 3.5' (TYP) RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXCAVATE TO 73.5 EST 51 CY CL II RIP-RAP KEYED IN 3.5' (TYP) WSEL AT DATE OF SURVEY (4/30/19) = 68.8 FT RIP RAP BELOW EXCAVATION KEYED IN 1.5' EXISTING BRIDGE TO BE REMOVED EXISTING BRIDGE TO BE REMOVED FILL IN WETLAND MECHANIZED CLEARING PERMANENT STREAM IMPACTS 676868 68686969697 0 707 0 71717171717171717 27272727272727272727272727272727272727272727272727272 7272 7272727272 727272 72 7272727272 727 27 2 727272727272727272727272727272727272727272737373737373 73 73 737373737373 737373737373 73 7373747474 747 4 74 74 7474 7 5 7575757575757576 76767676 76 76 7676 767777777777777777777777 787878787878 7878 7979 797979 798080808080 8080 818181 818182828 2 82 8283838383838384 848 4 848484858585 858585858586868 6 86868686 8686 8686 868686 8687 87878787878787888888 8888888888898989898989 89 899090 90909090 90 90919191 919191 91919191 9 19191919292 92929292 92929293 939393939394949494 9595 969 7 98REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/9922-SEP-2021 15:34B-4569_prm_SW 3.dgnhe.yang50 60 70 80 90 100 50 60 70 80 90 100 110 120120 110 10 11 12 13 14 15 16 17 18 19 20 21 22 -L- SR 1515 (ALDRIDGE STORE RD.) 40 40 EL = 71.44' -BL- STA 17+33.00, 126.00' RT -L- STA 18+18.39, 115.69' RT BM #1: R/R SPIKE IN 18" HARDWOOD (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 320 Executive Ct. NC FIRM LICENSE No: P-0339 Office of: Prepared in the TYPE-III TYPE-III TYPE-III TYPE-III 1 22vvvvSR 1515 (ALDRIDGE STORE RD.) 20' BST SR 1515 (ALDRIDGE STORE RD.) 20' BST CHARLES E. ROUSE ALBRET L. ROUSE,et ux GARY A. CROUSE GARY A. CROUSE GARY A. CROUSE GARY L. TAYLOR,et ux JESSE R. HARRISON, et ux JESSE R. HARRISON, et ux KENNETH G. HARRISON70.00'EXISTING R/W EXISTING R/W 70.00'EXISTING R/W EXISTING R/W AMY L. ALDRIDGE AMY L. BROWN,et al CHARLES E. ROUSE ANNE D. ROUSE CORY L. BRACY, et ux CHARLES E. ROUSE 15" RCP-III 15" RCP-III 15"15"15" RCP-III 15" RCP-III 15"15"1.5:11.5:1EL = 79.27' 16+10.83 SAG ELEV = 80.45' -L- STA 14+75.00 BEGIN GRADE (-)1.5363% EXIST GRADE (+)1.5684% EXIST GRADE ELEV = 80.65 -L- STA 19+50.00 END GRADE PI = 19+05.00 EL = 80.16' PI = 15+65.00 EL = 79.08' (-)1.5222%(+)0.3176%(+)0.3176%(+)1.0889%1.5:11.5:1-L- STA 16+51.88 BEGIN BRIDGE -L- STA 17+24.13 END BRIDGE -L- STA 16+41.00 BEGIN APPROACH SLAB -L- STA 17+35.00 END APPROACH SLAB GRAPHIC SCALE 0'100'100' SITE 1 3 SHEET 3 OF 7 PERMIT DRAWING BRIDGE 68 ENLARGEMENT OF SEE SHEET 5 FOR WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * 17BP.2.R.90 FILL IN WETLAND MECHANIZED CLEARING PERMANENT STREAM IMPACTS TYPE-III TYPE-III TYPE-III TYPE-III 1 70.00'********************************** R/R SPIKE SET IN 18" HARDWOOD BL STATION 17+33.00 126 RIGHT N 575711 E 2374011 BM1 ELEVATION = 71.44 ********************************** 15" RCP-III 15" RCP-III 15"15"O O 15"15"O O SITE 1 SCALE: 1"= 100' 0'25'25' SHEET 4 OF 7 PERMIT DRAWING WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive NC FIRM LICENSE No: P-0339 Office of: Prepared in the 17BP.2.R.90 4 FILL IN WETLAND MECHANIZED CLEARING PERMANENT STREAM IMPACTS 676868 686869697 0 717171727272 7272727272727272 727 2 72727272 7272 7272727373 73 7373 73 73737373 73 7374 7474 7474 75757576767777777 77777 787878TYPE-III TYPE-III TYPE-III TYPE-III 1 70.00'15" RCP-III 15" RCP-III 15"15"O O 15" RCP-III 15" RCP-III 15"15"O O SITE 1 BRIDGE 68 ENLARGEMENT OF SEE SHEET 5 FOR SCALE: 1"= 100' 0'25'25' SHEET 5 OF 7 PERMIT DRAWING TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY CLEARING DENOTES MECHANIZED* * * * ** * ** * * S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive NC FIRM LICENSE No: P-0339 Office of: Prepared in the 17BP.2.R.90 5 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 Office of: Prepared in the NC FIRM LICENSE No: P-0339 (919) 732-6676 (FAX) (919) 732-3883 Hillsborough, NC 27278 504 Meadowlands Drive 22-SEP-2021 15:35B-4569_HYD_xpl.dgnhe.yangPROJ. REFERENCE NO.SHEET NO.0 75 75 80 80 85 85 70 7016+50.00 65 65 70 70 75 75 80 80 60 60 16+75.00 70 70 75 75 80 80 85 85 65 65 17+00.00 75 75 80 80 70 70 17+25.00 X-3 -L- 2.5 5 SHEET 6 OF 7 PERMIT DRAWING 17BP.2.R.90 WETLANDS WETLANDS78.59 BEGIN BRIDGE -L- STA. 16+51±2:12:1 0.0200.020 68.12 0.0200.020 70.29 END BRIDGE -L- STA. 17+24± 0.0200.020 WETLANDS78.66 2:12:1 0.0200.020 HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 16+41 to 17+35 -L- Bridge 68 and Fill Slope<0.01**<0.01**1 16+69 to 17+01 -L- Temporary Turbidity Cutrain0.024711 17+21 to 17+47 -L- Bridge 68 and Fill Slope<0.01** <0.01*** 16 21TOTALS*:<0.01***<0.01***<0.01*** 0.02 16.00 92Revised 2018 Feb SHEET 7OF717BP.2.R.909/22/2021LENOIR COUNTYNC DEPARTMENT OF TRANSPORTATIONB-4569*Rounded totals are sum of actual impactsNOTES: ** mechanized clearing in wetlands = 8.8 sfWETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS** permanent fill in wetland = 50.0 sf *** Permanent SW impacts = 15 sf (Note, this is a roadside ditch; however, since a PJD is being pursued, this impact was left in as a precaution since it was not definitively known whether it would be claimed or not) **Tributary Bridge and Fill Slope Temporary SW impacts = 117 sfPlease note the 21 LF of temporary surface water impacts includes the16 LF of permanent surface water impacts