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Home My WebLink About20201560 Ver 1_Smith Rd NoSitesPresent Archaeological_20201211Project Tracking No.: NO NATIONAL REGISTER OF HISTORIC PLACES ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT FORM This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not valid for Historic Architecture and Landscapes. You must consult separately with the Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: na County: Rockingham WBS No: 17BP.7.R.109 Document: MCC F.A. No: na Funding: State Federal Federal Permit Required? Yes No Permit Type: NWP Project Description: The North Carolina Department of Transportation (NCDOT) intends to replace Bridge No. 166 on SR 1360, Smith Road, over Pawpaw Creek east of Mayo River State Park. In January 2017, an archaeological survey was recommended for an area of potential effects (APE) based on a proposed study area that encompassed 3.91 acres. In February 2018, revised plans were received that allowed for revisions to the APE for the bridge replacement project. This revised APE is estimated to encompass 2.8 acres (more than 1.33 hectares). SUMMARY OF ARCHAEOLOGICAL FINDINGS Brief description of review activities, results of review, and conclusions: As noted above, additional archaeological investigations were recommended for the bridge replacement project as it was originally proposed on January 5, 2017. The revised APE reduced the project footprint along the majority of the proposed length with the exception of new location construction to the west of the existing bridge structure. Along the east side of the APE the project appears to stay within existing right-of-way (ROW). According to the preliminary design, new ROW will be required to the west of the existing alignment to accommodate the new location for the bridge. On March 22, 2018, NCDOT archaeologists Shane Petersen and Brian Overton conducted archaeological investigations for the revised APE. A visual inspection of the APE was conducted, generally confirming that portions of the APE to the north of Pawpaw Creek were significantly disturbed within existing ROW and steeply sloped outside of those areas, particularly to the west of the project. To the south of Pawpaw Creek, the APE on the east side of SR 1360 falls within existing ROW and is dominated by both the existing transportation facilities and the sloped easement adjacent the facility. None of these areas required further testing. To the southwest of the existing bridge, the sloped southern end of the project area meets a small wetland that forms a wooded boundary along the southern edge of the cleared field adjacent Pawpaw Creek. This wetland appears to represent either a backchannel across the bend in Pawpaw creek at this location or a change in the alignment of the confluences of drainages in this areas following Late Holocene down-cutting into the alluvial terrace. Only one transect of subsurface tests was excavated within the revised APE. This transect was placed to the south of Pawpaw Creek and to the west of SR 1360. Four shovel test pits were excavated on a 15- meter interval from the south of Pawpaw Creek to just north of the wetland area. No cultural remains were recovered. “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT” form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 1 of 6 16-12-0009 Project Tracking No.: The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: There are no National Register listed or eligible ARCHAEOLOGICAL SITES present within the project’s area of potential effects. (Attach any notes or documents as needed) No subsurface archaeological investigations were required for this project. Subsurface investigations did not reveal the presence of any archaeological resources. Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. SUPPORT DOCUMENTATION See attached: Map(s) Previous Survey Info Photos Other: subsurface testing results; preliminary design. Signed: March 26, 2018 NCDOT ARCHAEOLOGIST Date Subsurface Testing Results: Shovel Test Pit Level Depth (top) Depth (base) Munsell Color Soil Texture Artifacts Notes 1 I 0 8 10YR5/4 yellowish brown sand no Dry surface; rootmat. II 8 76 10YR4/4 dark yellowish brown loamy sand no Cobbles. 2 I 0 4 10YR4/4 dark yellowish brown loamy sand no Rootmat. II 4 53 10YR4/4 dark yellowish brown loamy sand no Cobbles. III 53 62 5YR4/6 yellowish red sand no Coarse cobbles. 3 I 0 5 10YR4/4 dark yellowish brown loam no Rootmat. II 5 37 10YR4/4 dark yellowish brown loam no III 37 62 7.5YR4/6 strong brown sandy loam no Wet soil. I 0 5 10YR4/4 dark yellowish brown loam no Rootmat. II 5 18 10YR4/4 dark yellowish brown loam no III 18 40 7.5YR4/6 strong brown sandy loam no Wet soil. IV 40 50 10YR3/1 very dark gray clay loam no Very wet soil (standing water). “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT” form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2 of 6 16-12-0009 Project Tracking No.: Aerial photograph with 2-foot contours illustrating the location of the revised APE (orange lines) for the replacement of Bridge No. 166 on SR 1360. “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT” form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3 of 6 16-12-0009 Project Tracking No.: Detail of the project area with 2-foot contours, illustrating the locations of subsurface tests (yellow dots) within the APE (orange lines). “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT” form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 4 of 6 16-12-0009 Project Tracking No.: View of the APE for the replacement of Bridge No. 166 on SR 1360 facing south. View of the APE for the replacement of Bridge No. 166 on SR 1360 facing north. “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT” form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 5 of 6 16-12-0009 Project Tracking No.: View of the APE west of SR 1360 and south of Pawpaw Creek facing north along the subsurface test transect. View of the APE west of SR 1360 and south of Pawpaw Creek facing south along the subsurface test transect. “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT” form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6 of 6 16-12-0009 STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 NCDOT CONTACT:9/8/20179:09:40 AMR:\Roadway\Proj\780166_rdy_tsh.dgnphi56855DIVISION 7 DEPART ME NT OF TRANSPORTATIONSTATE OF NORT H CAR O L I NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE SIGNATURE: P.E. SIGNATURE: P.E.CONTRACT: TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY: 25% PLANS TIP PROJECT: 17BP.7.R.10917BP.7.R.109 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DAVID FUH, PE LICENSE NO. F-0669 PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com/americas ROCKINGHAM COUNTY LOCATION: BRIDGE NO. 166 OVER PRONG PAW PAW CREEK ON SR 1360 (SMITH ROAD) V = 45 MPH ADT 2025 = 560 ADT 2009 = 280 LOCAL SUB REGIONAL TIER NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. VICINITY MAP (NOT TO SCALE) TOTAL LENGTH TIP PROJECT = 0.208 MILES LENGTH STRUCTURE TIP PROJECT = 0.015 MILES LENGTH ROADWAY TIP PROJECT = 0.193 MILES 1385 13821360 1359 1356 1355 1352 1348 1350 1349 1376 1361 1362 1361 1396 1363 1406 1365 13441345 1346 1386 1348 1347 1351 1328 1326 1377 1376 1375 1360 1397 1392 1394 1367 1391 1397 N. & W. RY.1364 770 770 220% 220% LIMITS PROJECT 17BP.7.R.109 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.109 -L- POC Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.109 SR 1382-Y-TO VIRGINIASR 13 6 0-L -TO STONEVILLE TO V IRG IN IA STREAMDISAPPEARING CREEK PRONG PAW PAW -L- Sta. 15+20.00 BEGIN BRIDGE -L- Sta. 16+00.00 END BRIDGE -L- Sta. 15+08.01 BEGIN APPROACH SLAB -L- Sta. 16+12.00 END APPROACH SLAB NAD 83/ NA 2011-Y- Sta. 11+00.00 END CONSTRUCTION *DESIGN EXCEPTION: MIN. HORIZONTAL CURVE RADIUS HORIZONTAL SSD VERTICAL SSD SAG VERTICAL CURVE K SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER phi56855R:\Roadway\Proj\780166_rdy_psh.dgn9:09:48 AM9/8/2017PROJECT REFERENCE INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Office of: Prepared in the 0 10’025’25’50’5’5’ VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.109 - ROCKINGHAM 166 NC License No: F-0258 Raleigh, NC 27607 Suite 100 5121 Kingdom Way, ICA Engineering, Inc. 24" R C P DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "780166-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 1004130.7453(ft) EASTING: 1717002.3104(ft) ELEVATION: 678.40(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 1.00008471 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 TO STONEVILLETO V IRG IN IA TO VIRGINIAVAR. S OI L 18’ B ST SM IT H R D. S R 136020’ BSTQUARTER RD. SR 1382V AR. GR VAR. GR#166BRI DGEPAW PAW CREEK60.00’60.00’EXISTING R/WEXISTING R/WEX IST ING R /W EXISTING R/WEXISTING R/WBST OVERLAYMTL DECK W/ S 8831’29" W141.64’N 8 4 4 4 ’3 6 " E 3 6 .5 2 ’ S 8824’31" W112.72’N 6432’43" E85.28’N 2 5 2 9 ’ 0 7 " E4 3. 7 9 ’ TT T TTN 3020’43" E358.31’ 128"x83" C MAP 60.00’N 17 10’17" E 12 4.5 2’N 2 1 5 4’ 2 3 " E6 5. 8 8’ 30.00’ ************************************* RAILROAD SPIKE SET IN 20" ELM TREE BL STATION 11+21.00 123 RIGHT N 1003998 E 1716937 BM1 ELEVATION = 669.00’ ************************************* WOODS STREAM DISAPPEARING WOODS WOODS GATE MTL 12" CMP STREAM DISAPPEARING WOODS EIP REF. DB 946 PG 1543 UTILITY EASEMENT 30’ ACCESS AND EIP N 3631’14" E 18.61’ DILAPIDATED 4SBW ROCK WOODS WOODS JOE FRANK SMITH ESTATE DB 409 PG 204 WB 10E PG 259 JOE FRANK SMITH ESTATE DB 409 PG 204 WB 10E PG 259 WOODS NAIL MAG WOODS GPS 780166-1 STONE HW 6’ STONE HW 2’ BEULAH C. WATKINS, ETAL GRACIE C. MARTIN ESTATE DB 371 PG 8 MARY WALLACE REYNOLDS ZACK EDWARD REYNOLDS DB 389 PG 246 DB 1250 PG 1905 WOODS WOODS JAMES R. SMITH DB 851 PG 1119 DB 851 PG 1115 N 1710’17" E 7.63’ WOODS BM1 NAIL MAG BL-3 RAP RIP WD WW MTL WW WD WW WD WW MTL WW WD WW S 2938’52" W 13.81’ S 2020’22" E 18.61’ S 2909’08" E 22.93’ RAP RIP BEULAH C. WATKINS, ETAL GRACIE C. MARTIN ESTATE DB 371 PG 8 BASELINE COORDINATES 1 GPS 780166-1 1004130.7453 1717002.3104 678.40’ 2 GPS 780166-2 1004237.1361 1717530.4474 686.37’ 3 BL-3 1003721.0291 1717236.5928 681.92’ POINT DESC. NORTH EAST ELEVATION ----- ------------- ------------- ------------- --------- EX IST ING R /W 24" RCP OF CREEK CENTERLINEIS PROPERTY LINE OF CREEK CENTERLINEIS PROPERTY LINEN 6249’17" E27.35’OF CREEK CENTERLINEIS PROPERTY LINE WOODS WOODS STONE HW 8’ STREAM DISAPPEARING BEULAH C. WATKINS, ETAL GRACIE C. MARTIN ESTATE DB 371 PG 8 N 23 45’ 09.3" W 432.67’ "780166-1" TO -L- STATION 10+00.00 IS ALL FOUR BRIDGE CORNERS TYPE-III ANCHOR UNITS ON NOTE: PI Sta 10+75.10 D L = 150.00’ T = 75.10’ R = 1,190.00’ PI Sta 12+31.32 D L = 161.78’ T = 81.32’ R = 643.00’ PI Sta 14+71.02 D L = 90.33’ T = 45.24’ R = 643.00’ PI Sta 19+07.54 D L = 528.81’ T = 294.14’ R = 485.00’ -L- PC Sta. 10+00.00 -L- PCC Sta. 11+50.00 -L- POT Sta. 11+75.00 -L- PT Sta. 13+11.78 -L- PT Sta. 15+16.11 -L- PC Sta. 16+13.40 -L- PT Sta. 21+42.2115+0020+00060606060605040302060504040303020201010004 04050606 06 07 AT-1 -L- POC Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.109 -L- POT Sta. 22+00.00 END PROJECT 17BP.7.R.109 -L- Sta. 15+08.01 BEGIN APPROACH SLAB -L- Sta. 16+00.00 END BRIDGE -L- Sta. 15+20.00 BEGIN BRIDGE -L- Sta. 16+12.00 END APPROACH SLAB -L-EXIST50’ T A PE R 20’19’ -Y- POT Sta. 10+00.00 -L- PC Sta. 14+25.78 -Y- POT Sta. 11+00.00 END CONSTRUCTION 20’ E XIS T 50’ TAPER14’16.5’20’ 50’ TAPER E XIST 19’19’+51.4019’ 30’ R 30’ R -L--Y-NAD 83/ NA 2011 GREU TL- 2 GREU TL-2GREU TL-2 EX. R/W +50 50’ +00 50’ +11.78 50’ +25.78 50’ +13.40 50’ +16.11 EX. R/W PL 65’ +00 1 2 -L- (STRUCTURE PAY ITEM) EXCAVATION = ??? CY BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT YRS CFS FT CFS YRS FT CFS YRS FT = ???? = ???? = ???? = ???? = ???? = ???? = ???? = ???? = ???? = ???? = ???? -Y- 10 11111213141516171819202122 650 660 670 680 690 700 710 720 710 650 660 670 680 690 700 720 650 710 660 670 680 690 700 720 650 710 660 670 680 690 700 720 PI = 13+60.00 EL = 679.11’ (-) 1 1.5 0 0 0 %(-)0.4795% VC = 300’ K = 27 PI = 18+00.00 EL = 677.00’ (+)4.7185% VC = 340’ K = 65 PI = 20+70.00 EL = 689.74’ (+)7.0000% VC = 150’ K = 66 PI = 10+35.00 EL = 679.26’ BEGIN GRADE STA. 11+00.00 BEGIN PROJECT STA. 11+50.00 EL = 703.26’ EXIST TO BLEND EXIST TO BLEND END GRADE STA. 21+50.00 EL = 695.34’ STA. 22+00.00 END PROJECT EXIST TO BLEND END GRADE STA. 10+50.00 EL = 678.71’ STA. 11+00.00 END CONSTRUCTION BEGIN GRADE STA. 10+10.01 EL = 679.78’ VC = 30 K = 19 (-)2.0808% (-)3 .6667% 4 VERTICAL SSD SAG VERTICAL CURVE K *DESIGN EXCEPTION: MIN. HORIZONTAL CURVE RADIUS HORIZONTAL SSD C F F C C F F F F F F F F F F F