The URL can be used to link to this page

Home My WebLink About20210940 Ver 1_B5621_Permit Drawing_20210823_20210823(Version 2.08; Released April 2018)45576.1.1TIP No.:B-5621County(ies):Sampson Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2025Existing:Year:Aquatic T&E Species?NoComments:YesN/ANoWetlands within Project Limits?Swamp Waters (Sw) NoneSupplemental Classification: Swamp with rural residential and agriculture outside of swamp limitsSix Runs Creek18-62-2-(.3)b0.40.13Project DescriptionProposed ProjectCape FearRiver Basin(s): City/Town:0.8Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Notmherndon@ncdot.govAddress:2/24/2021SampsonClintonMason HerndonCastle Hayne, NC 28429WBS Element:Bridge ReplacementWBS Element:HNTB North Carolina, P.C. / James A. Byrd, PENCDOT Contact:910-341-2036Suite 200Raleigh, NC 27609Contractor / Designer:919-424-0437343 E. Six Forks RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:5501 Barbados BlvdAddress:General Project InformationB-562145576.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State project B-5621 involves the replacement of Sampson County Bridge # 810248 on SR 1904 (Pine Ridge Rd.) over Six Runs Creek. The existing bridge consists of a mutlispan arrangement of 1 @ 18' - 6", 1 @ 18' - 2", 1 @ 18' - 3", 1 @ 18' -1", 2 @ 18' -2", 1 @ 18' -4". 2 @18'3", 1 @18'6" with a reinforced concrete deck on timber piles with steel and timber crutch bents. The existing bridge is to be replaced with a four span 24" cored slab with 1 @ 50' - 0", 1 @ 60'-0", 2 @55'-0" span arrangement at the same location. The proposed bridge does not contain deck drains, all storm water from the bridge and approaches will be collected by a storm drainage systems and discharged into a Class "B" rip-rap pad at outlets in each of the four quadrants. There are no proposed ditches on this project. Furthermore, fill slopes have been minimized with rock plating to the east of the structure to avoid fill in the wetlands to the maximum extent practical. N/ABuffer Rules in Effect:None11002 - 11' asphalt paved lanes with 2' paved shoulders, 6' grass shoulders. Roadway in .025 normal crown over length of project. Waterbody Information2013NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.2 - 11' asphalt paved lanes with varying grass shoulders. Wetlands are present along all four quadrents of the project.2200jabyrd@hntb.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck 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) WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5 PERMIT DRAWING D T V = = = = = = % % MPH ADT ADT % * FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 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 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 4/30/2021...\B-5621_HYD_PRM_TSH.dgnHNTBCONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NASee Sheet 1A For Index of Sheets OFFSITE DETOURVICINITY MAP NCDOT CONTACT PREPARED IN THE OFFICE OF: NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. FOR NCDOT DIVISION 3 4 ON SR 1904 GRADING, DRAINAGE, PAVING AND STRUCTURE B-5621 B-5621 50 25 50 100 50 25 50 100 10 5 10 20 2013 1100 2025 2200 -L- POT STA. 21+50.00 BEGIN BRIDGE -L- POT STA. 25+44.31 END BRIDGE -L- POT STA. 28+50.00 BEGIN PROJECT B-5621 END PROJECT B-5621 60 10 60 6 * TTST =2%DUAL 4% ROY H. TELLIER, PE SUB-REGIONAL TIER 45576.1.1 PE TOTAL LENGTH OF PROJECT B-5621 LENGTH OF STRUCTURE PROJECT B-5621 LENGTH OF ROADWAY PROJECT B-5621 = = = SAMPSON COUNTY REPLACE BRIDGE NO. 248 OVER SIX RUNS CREEK MINOR COLLECTOR -L- POT STA. 23+21.69 TO SR-1916 POPE RD.TO SR-1740 LAKE ARTESIA RD. 0.133 MILES 0.042 MILES 0.091 MILES LIMITS PROJECT OCTOBER 14, 2021 DEREK PIELECH, PE BRZ-1904(001) -L- BRZ-1904(001) 45576.2.1 R/W & UTIL APRIL 30, 2021APPROVED ROW PLANSMoltonville 1920 1922 1919 1919 1919 1919 1970 1903 1904 1904 1904 1752 1916 1916 1917 1918 1918 1912 1914 1913 1913 1964 1906 1952 1952 1952 1909 1909 1740 1740 SixRunsChurchRd.Cu rtis I ve yRd. Springvale Rd.Molt onv ille Beaver Rd.Po pe Rd.Rd.SummerhillRd.Cabin Mus e u mCa bin Mu s e u mRd.Beul ahChurc h Rd.Rd.Artesi aPine Pine Ridge Rd.MatthisRd.Warsaw Rd. Old Warsaw Rd. 24Turkey HWY 403 403 Turkey pop. 271 24 1919 22' BST SR-1904 PINE RIDGE RD.SIX RUNS CREEK20 -L-25 -L-NAD 83 NA 2011NC GRID SR-1904 PINE RIDGE RD. 22' BST22' BST CCONC CONC2 3EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W JEFF HAIRR AND B. SCOTT KING VICKY LUCAS, JAMES TIMOTHY HAIRR, LILLIE BARBER CHAPMAN, ET AL JAMES EDWARD STARLING, JR. CAROL CARTRETTE BORDEAUX & PELMON JART HUDSON, JR. WILBERT EARL JACKSON, JR.GIS PROPERY LINEGIS PROPERTY LINETO SR-1916 POPE RD.TO SR-1740 LAKE ARTESIA RD.SR-1904 PINE RIDGE RD.S 05°13'00" W766.27'4 ", SAMPSON CO. PUBLIC WORKS T4 ", SAMPSON CO. PUBLIC WORKS TSIX RUNS CREEKH H H H SIX RUNS CREEKSHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 R/W SHEET NO.8/17/998/23/2021...\B-5621_HYD_PRM_PSH4.dgnHNTB80' 90' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 B-5621 RELATION TO PAVEMENT SKETCH OF BRIDGE IN 100' 120' 110' 70' 80' 90' 100' 120' 110' 70'SIX RUNS CREEKELEV. = 98.14' RR SPIKE IN 14" OAK -L- STA 23+38.63, 67.18' RT BM#1 ELEV. = 96.57' RR SPIKE IN 18" CYPRESS -L- STA 25+67.35, 93.73' RT BM#2 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2800 = 25 = 98.8 = 4599 = 100 = 100.5 >5800 (+) >500 (+) = 102.77 = 04-15-2019 = 95.5 NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C.NAD 83/ NA 2011MATERIAL TO BE REMOVEDNOTE: CONTRACTOR TO ADJUST WATER VALVE COVERS AS DIRECTED BY ENGINEER.30 -L-20 -L-25 -L--L--L- -L- POT STA 21+50.00 BEGIN PROJECT B-5621 -L- POT STA 28+50.00 END PROJECT B-5621 F F F F F F F F F F F F F F F F BL-5 BL-4 BM-1 BM-2 BL-6 3 4 1 2 ELEV. = 103.03-L- STA 21+50.00BEGIN GRADE -L-ELEV. = 103.68-L- STA 28+50.00END GRADE -L--L- STA 23+21.69BEGIN BRIDGE-L- STA 25+44.31END BRIDGEPI = 24+50.00 EL = 104.53' (+)0.5000%(-)0.4442% VC = 180' K = 191 PI = 27+25.00 EL = 103.30' (-)0.4442%(+)0.3000% VC = 180' K = 242 SURVEY 04-15-19 WS EL.= 95.5' W1 W2 W4 W3 WETLAND & STREAM IMPACTS E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF LEGEND SHEET 2 OF 5 PERMIT DRAWING ** * * *** ** * *CLEARING DENOTES MECHANIZED MECHANIZED CLEARING IN WETLANDS = <0.01 Ac / 380 SF FILL IN WETLANDS = <0.01 Ac / 26 SF MECHANIZED CLEARING IN WETLANDS = 0.01 Ac / 431 SF FILL IN WETLANDS = <0.01 Ac / 33 SF EXCAVATION IN WETLANDS = <0.01 Ac / 117 SF MECHANIZED CLEARING IN WETLANDS = 0.01 Ac / 416 SF FILL IN WETLANDS = <0.01 Ac / 25 SF EXCAVATION IN WETLANDS = <0.01 Ac / 157 SF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER BY IMPERVIOUS DIKES TEMP. IMPACTS IN SURFACE TEMPORARY IMPACTS IN SURFACE WATER = 43 LF MECHANIZED CLEARING IN WETLANDS = 0.02 Ac / 1030 SF FILL IN WETLANDS = 0.02 Ac / 1054 SF LIMIT (TYP.) EXCAVATION LIMIT (TYP.) EXCAVATION 8081 8283848585858687878888888989898990909090909090919191 9191929292929292929393 93 9393939393 9393939393939494 94 9494 949494949494949494949 4 94 949495 959595 95959595959595 95 95 959595 95 95 95 95 959595959595959595959595 9 5 95959595 9595959595 9595 959595959595959596969696969 6 96 969696 9696969696969 6 96 96 969696 96 96 96 9696969696969696969696 96 9696 96969696969696969696969696 969797 979797 9797979797979797979797 97 97 9797 97 979 797979797 9797 97 979798989898 9898989898989898 9898 9 898989898 9898989898989 9 99999999999999 9 9 9999999999 99999 9999999 99999 9 9999999999100100100100 1 00 100 100 100100100100100100 100100100100100100100100100100100100 100 100100 100 100 100 100100 1001 0 0100100 10 0 100100101101 101 101101101 101101101101101101101101 101101 10110 1 101101 101101102102102102 102102102 102102102102 102 102 102102 102102102102 102102 102103103103103 103 103 103 103 103 104104 104 105 SR-1904 PINE RIDGE RD. 22' BST22' BST CCONC CONC2 3EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W JEFF HAIRR AND B. SCOTT KING VICKY LUCAS, JAMES TIMOTHY HAIRR, LILLIE BARBER CHAPMAN, ET AL JAMES EDWARD STARLING, JR. CAROL CARTRETTE BORDEAUX & PELMON JART HUDSON, JR. WILBERT EARL JACKSON, JR.GIS PROPERY LINEGIS PROPERTY LINETO SR-1916 POPE RD.TO SR-1740 LAKE ARTESIA RD.SR-1904 PINE RIDGE RD.S 05°13'00" W766.27'4 ", SAMPSON CO. PUBLIC WORKS T4 ", SAMPSON CO. PUBLIC WORKS TSIX RUNS CREEKH H H H SIX RUNS CREEKSHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 R/W SHEET NO.8/17/998/23/2021...\B-5621_HYD_PRM_PSH4.dgnHNTB80' 90' 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 B-5621 RELATION TO PAVEMENT SKETCH OF BRIDGE IN 100' 120' 110' 70' 80' 90' 100' 120' 110' 70'SIX RUNS CREEKELEV. = 98.14' RR SPIKE IN 14" OAK -L- STA 23+38.63, 67.18' RT BM#1 ELEV. = 96.57' RR SPIKE IN 18" CYPRESS -L- STA 25+67.35, 93.73' RT BM#2 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 2800 = 25 = 98.8 = 4599 = 100 = 100.5 >5800 (+) >500 (+) = 102.77 = 04-15-2019 = 95.5 NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C.NAD 83/ NA 2011MATERIAL TO BE REMOVEDNOTE: CONTRACTOR TO ADJUST WATER VALVE COVERS AS DIRECTED BY ENGINEER.30 -L-20 -L-25 -L--L--L- -L- POT STA 21+50.00 BEGIN PROJECT B-5621 -L- POT STA 28+50.00 END PROJECT B-5621 F F F F F F F F F F F F F F F F BL-5 BL-4 BM-1 BM-2 BL-6 3 4 1 2 ELEV. = 103.03-L- STA 21+50.00BEGIN GRADE -L-ELEV. = 103.68-L- STA 28+50.00END GRADE -L--L- STA 23+21.69BEGIN BRIDGE-L- STA 25+44.31END BRIDGEPI = 24+50.00 EL = 104.53' (+)0.5000%(-)0.4442% VC = 180' K = 191 PI = 27+25.00 EL = 103.30' (-)0.4442%(+)0.3000% VC = 180' K = 242 SURVEY 04-15-19 WS EL.= 95.5' W1 W2 W4 W3 WETLAND & STREAM IMPACTS E E IN WETLAND DENOTES EXCAVATION WETLAND DENOTES FILL INFF LEGEND SHEET 3 OF 5 PERMIT DRAWING ** * * *** ** * *CLEARING DENOTES MECHANIZED MECHANIZED CLEARING IN WETLANDS = <0.01 Ac / 380 SF FILL IN WETLANDS = <0.01 Ac / 26 SF MECHANIZED CLEARING IN WETLANDS = 0.01 Ac / 431 SF FILL IN WETLANDS = <0.01 Ac / 33 SF EXCAVATION IN WETLANDS = <0.01 Ac / 117 SF MECHANIZED CLEARING IN WETLANDS = 0.01 Ac / 416 SF FILL IN WETLANDS = <0.01 Ac / 25 SF EXCAVATION IN WETLANDS = <0.01 Ac / 157 SF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER BY IMPERVIOUS DIKES TEMP. IMPACTS IN SURFACE TEMPORARY IMPACTS IN SURFACE WATER = 43 LF MECHANIZED CLEARING IN WETLANDS = 0.02 Ac / 1030 SF FILL IN WETLANDS = 0.02 Ac / 1054 SF LIMIT (TYP.) EXCAVATION LIMIT (TYP.) EXCAVATION 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140140 140140 150150 150150 PROJ. REFERENCE NO.SHEET NO. SCALE 5 10 WETLAND CROSS SECTIONS 1"=20' HORIZONTAL 1"=20' VERTICAL -L- STA. 23+00 -L- STA. 25+503/29/202190 90 90 95 100 95 100 95 100 SHEET 4 OF 5 PERMIT DRAWING -L- STA. 27+00 B-5621 102.91 EX R/WEX R/WWLB WLB 0.0250.025 103.36103.36103.78 VAR.VAR. 102.67 EX R/WEX R/WJSWLB WLB 2:12:1 0.0250.025 104.08 103.03EX R/WEX R/WWLB WLB 3:1 0.0250.025 103.50 VAR. 1.5:1 Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In 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 L Sta. 22+90 to Sta. 28+25 24" Cored Slab Bridge 0.026 0.006 0.052 0.030 TOTALS*:0.026 0.006 0.052 0.030 0 0 0 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands: 1138 SF Excavation in Wetlands: 274 SF Mechanized Clearing in Wetlands: 2257 SF Temporary impacts in surface water: 1290 SF Revised 2018 Feb SHEET 5 OF 5 WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Sampson B-5621 45576.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 8/23/2021