PHASE I CULTURAL RESOURCES INVESTIGATION FOR THE PROPOSED HAMBURG CROSSINGS RETAIL DEVELOPMENT, TOWN OF HAMBURG, ERIE COUNTY, NEW YORK
PHASE I CULTURAL RESOURCES INVESTIGATION FOR THE PROPOSED HAMBURG CROSSINGS Panamerican Consultants, Inc Buffalo Branch 2390 Clinton Street Buffalo, NY 14227 Tel: (716) 821-1650 Fax: (716) 821-1607 RETAIL DEVELOPMENT, TOWN OF HAMBURG, ERIE COUNTY, NEW YORK Tuscaloosa Branch 924 26th Avenue East Tuscaloosa, AL 35404 Tel: (205) 556-3096 Fax: (205) 556-1144 Memphis Branch 91 Tillman Street Memphis, TN 38111 Tel: (901) 454-4733 Fax: (901) 454-4736 Tampa Branch 5910 Benjamin Center Drive, Suite 120 Tampa, FL 33634 Tel: (813) 884-6351 Fax: (813) 884-5968 Corporate Headquarters th 2205 Street Suites 21 & 22 Tuscaloosa, AL 35401 Tel: (205) 248-9867 Fax: (205) 248-8739 Prepared for: BENDERSON DEVELOPMENT COMPANY, INC 570 Delaware Avenue Buffalo, New York 14202 Prepared by: PANAMERICAN CONSULTANTS, INC 2390 Clinton Street Buffalo, New York 14227-1735 (716) 821-1650 May 2007 PHASE I CULTURAL RESOURCES INVESTIGATION FOR THE PROPOSED HAMBURG CROSSINGS RETAIL DEVELOPMENT, TOWN OF HAMBURG, ERIE COUNTY, NEW YORK Prepared for: BENDERSON DEVELOPMENT COMPANY, INC 570 Delaware Avenue Buffalo, New York 14202 Prepared by: Robert J Hanley, M.A., RPA, Principal Investigator Edwin W Button, M.A., Project Archaeologist Rebecca J Emans, M.A., RPA, Staff Archaeologist Mark A Steinback, M.A., Senior Historian Michael A Cinquino, Ph.D., RPA, Project Director PANAMERICAN CONSULTANTS, INC Buffalo Branch Office 2390 Clinton Street Buffalo, NY 14227 (716) 821-1650 May 2007 Management Summary SHPO Project Review Number (if available): Involved State and Federal Agencies (NYSDEC, US Army Corps of Engineers, FHWA): Phase of Survey: Phase I Cultural Resources Reconnaissance Survey Location Information: Location: Camp Road Minor Civil Division: Town of Hamburg County: Erie County, New York Survey Area (Metric & English): 62-acre (25.1–hectare) portion of 80-acre (32.4-hectare) project area An 18-acre (7.3-hectare) portion of the project area was excluded from survey as it is to remain undeveloped green space USGS 7.5 Minute Quadrangle Map: Hamburg Quad 1968 Archaeological Survey Overview Number & Interval of Shovel Tests: 679 total shovel tests dug, including: 622 shovel tests at 50-ft (15-m) interval; 43 shovel tests at 100-ft (30-m) interval; at approximately 25-ft (7.5-m) interval; at varying intervals Results of Archaeological Survey Number & name of historic sites identified: none Number and name of sites recommended for Phase II/Avoidance: none Results of Architectural Survey Number of structures within project area: none Number of buildings/structures/cemeteries adjacent to project area: none Number of identified eligible buildings/structures/cemeteries/districts: none Report Author(s): R Hanley, E Button, R Emans, M Steinback, and M Cinquino Date of Report: May 2007 Panamerican Consultants, Inc ii Hamburg Crossings Phase I Table of Contents Management Summary ii List of Figures and Tables iv List of Photographs v 1.0 Introduction 1.1 Project Description 1.2 Environmental Setting 2.0 Historical and Archival Review 2.1 Prehistoric Period 2.2 Historic Period 2.3 Documentary Research 14 2.3.1 Historic Map Analysis 14 2.3.2 Site File and Archival Review 14 3.0 Field Investigation 19 3.1 Methodology 19 3.2 Laboratory Analysis 19 3.3 Results of the Field Investigation 20 3.4 Conclusions and Recommendations 29 4.0 References 31 Appendices Appendix A: Photographs Appendix B: Shovel Test Log Panamerican Consultants, Inc iii Hamburg Crossings Phase I List of Figures and Tables FIGURE PAGE Location of the Hamburg Crossings project area, Town of Hamburg, Erie County, New York 2 Soils within and adjacent to the project area Landholdings in western New York ca 1800 11 The project area in 1866 15 The project area in 1880 16 The project area shown in the early twentieth century 17 The project area in 1927 18 The Hamburg Crossings project area divided into study areas 21 Study Area A: locations of shovel tests, disturbances, and photograph angles 22 10 Study Area B: locations of shovel tests, disturbances and photograph angles 23 11 Study Area C: locations of shovel tests, disturbances and photograph angles 25 12 Bottle dump within Study Area C: locations of shovel tests and photograph angles 27 13 Study Area D: locations of shovel tests, disturbances and photograph angles 28 14 Study Area E: locations of disturbances and photograph angles 30 TABLE Soils within and adjacent to the project area Catalog of artifacts found during Phase I investigation of Study Area C 26 Panamerican Consultants, Inc iv Hamburg Crossings Phase I List of Photographs PHOTOGRAPH PAGE Typical vegetation and wet areas within Study Area A, facing south A-1 Standing water present within north extent of Study Area A, facing north A-1 Western terminus of storm drain system, located in south part of buffer zone, facing northeast A-2 Drainage from storm drain system (left) and NYS Thruway culvert (upper center – obscured by trees) within buffer zone, facing east A-2 Low elevation area along east extent of buffer zone, facing northwest A-3 Access road adjacent to east side of buried sewer line, facing south A-3 Sewer cover (foreground) located near northeast corner of Study Area B, facing northeast A-4 Shale-covered access road in Study Area B, facing west A-4 Sewer cover located within graded portion of raised gravel access road, facing southwest A-5 10 Shale-covered access road within Study Area B associated with buried storm drain system, facing southwest A-5 11 Gravel and shale access road located at southeast corner of Study Area B, facing southwest A-6 12 Seasonally standing water frequently observed within central portion of APE, facing northwest A-6 13 Concrete and earthen piles adjacent to north extent of Study Area C, facing north A-7 14 Artificial elevation consisting of dumped concrete and gravel at northeast extent of Study Area C, facing east A-7 15 Typical furlough or shallow drainage ditch found frequently within north portion of project area, generally aligned north-south, facing north A-8 16 Close-interval shovel tests being dug near an MDS (1880) location shown within the southeast corner of Study Area C, facing northeast A-8 17 STP C6.14A being dug within the limits of surface scatter consisting of midtwentieth century dated bottles, facing northeast A-9 Panamerican Consultants, Inc v Hamburg Crossings Phase I 18 Detail of glass bottle scatter exposed from under ground cover, facing southeast A-9 19 South extent of Study Area D (wooded/brush area at right) adjacent to north side of Commerce Place, facing west A-10 20 Medical care facility adjacent to project area on south side of Commerce Place, facing southeast A-10 21 View of the Comfort Inn on Commerce Place, adjacent to the east side of the project area, facing southwest A-11 22 Disturbances within Study Area D, including a gasline corridor and a gravel earthenpile (left), facing north A-11 23 Study Area E, located on west side of Camp Road, consists of approximately 16 acres of paved commercial property A former Days Inn (east elevation) is located in the central north portion, facing southwest A-12 24 North and east elevations of former gas station located in east portion of Study Area E, facing south A-12 25 South and east elevations of operational bus garage located within west portion of Study Area E, facing west A-13 26 View across Study Area E from north extent facing southeast A-13 27 South and west elevations of former Days Inn, facing north A-14 28 South elevation of bus garage located in west portion of Study Area E, facing northwest A-14 29 Gravel obscures degraded pavement within southeast portion of Study Area E, facing west-southwest A-15 30 Stratigraphy tested where stripped A-horizon soils were observed in southeast corner of Study Area E, facing south A-15 31 Artificially elevated grassy area containing concrete, asphalt, and gravel (evident in STPs E1.3 and E1.4) at the south extent of Study Area E, facing southeast A-16 Panamerican Consultants, Inc vi Hamburg Crossings Phase I 1.0 Introduction 1.1 PROJECT DESCRIPTION Panamerican Consultants, Inc was contracted by Benderson Development Company, Inc, Buffalo, New York, to conduct a Phase I cultural resources investigation for the proposed Hamburg Crossings retail development at 5220 Camp Road in the Town of Hamburg, Erie County, New York (Figure 1) The approximately 80-acre project area includes a 20-acre paved commercial area located in the north, with remaining areas covered in woods Eighteen acres of the project area serve as a buffer between an adjacent housing development to the west and drainage areas to the southwest The buffer area is to remain an undeveloped greenspace, and measures 150-ft wide along the west extent of the project area, expanding in width adjacent to the north side of the New York State Thruway The area of potential effect (APE), therefore, consisted of 62 acres of the project area The purpose of the Phase I investigation was to determine if any previously recorded or yet unidentified cultural resources are present within the project area The cultural resources investigation included archival and historic map research, a site file and literature search, an intensive walkover reconnaissance, photographic documentation of field conditions, and shovel testing throughout the APE Photographs of the field investigation are presented in Appendix A The cultural resource investigation was conducted in compliance with the National Environmental Policy Act, the National Historic Preservation Act, the State Historic Preservation Act, the New York State Environmental Quality Review Act, and all relevant state and federal legislation The investigation was also conducted according to the New York Archaeological Council’s Standards for Archaeological Investigations and New York State Historic Preservation Guidelines Fieldwork was conducted in April 2007 Mr Robert J Hanley, M.A., RPA, served as principal investigator, Mr Edwin W Button, M.A., was project archaeologist and field director, Ms Rebecca J Emans, M.A., RPA, was staff archaeologist and laboratory director, and Mr Mark A Steinback, M.A., was project historian Mr Button was assisted by six field technicians 1.2 ENVIRONMENTAL SETTING Topography The project area is situated between the two physiographic provinces within Erie County: the Erie-Ontario Lake Plain and the Allegheny Plateau The project area is located on the edge of the Erie-Ontario Plain physiographic province in the Town of Hamburg The lake plain province comprises all of the northern part of the county as well as areas from two to six miles from the lake in the southern part of the county The province has a topography formed from glacial lake beds, with little significant relief except for narrow ravines carved by the area’s streams Elevations and slope increase rapidly within the rugged, rolling topography The project area has a gently sloping topography formed from glacial lake beaches and glacial lake sediments (Owens et al 1986:2) Elevations within the project area range from 730 to 755 ft (223 to 230 m) above mean sea level (see Figure 1) Panamerican Consultants, Inc Hamburg Crossings Phase I Figure Location of the Hamburg Crossings project area, Town of Hamburg, Erie County, New York (USGS 1965) Panamerican Consultants, Inc Hamburg Crossings Phase I Geology Bedrock underlying the project area is an extensive band of sandstone and shale characteristic of the West Falls Group formed during the Devonian period, one of the younger periods of bedrock formation in the Erie County Relatively flat, the bedrock tilts to the southwest at “approximately 50 feet a mile” (Owens et al 1986:2-4) Soils Soils within the project area belong to the Darien-Remson-Angola association Located on uplands underlain by alkaline shale bedrock, soils of this association were formed in glacial till at the northernmost fringe of the upland plateau and consist of moderately deep and deep, medium textured and moderately fine textured, dominantly nearly level and gently sloping, somewhat poorly drained soils (Owens et al 1986:8) Predominant soils within the project area are Angola silt loam, to percent slopes, Fluvquents and Udifluvents, frequently flooded, Orpark silty clay loam, to percent slopes, and Patchin silt loam (Owens et al 1986: Sheet 50; Figure 2) These soils are summarized in Table Table Soils within and adjacent to the project area Name Soil Horizon Depth Color Texture Slope % Angola silt loam 0-23 cm (0-9 in) V DK GR BR SI LO 23-28 cm (9-11 in) GR BR SI LO 28-71 cm (11-26 in) DK GR SI CL LO 71-76 cm (26-30 in) DK GR BR SI LO Fluvaquents and Udifluvents 0-10 in (0-25cm) BL, GR or BR LO or SI to 20 ft GR or BR SI, SA, or LO 0-9in (0-22 cm) BR SA, SI, or LO to ft BR, RD or YL SI, SA, or LO 0-23 cm (0-9 in) 23-53 cm (9-22 in) 53-36 cm (22-27 in) 0-25 cm (0-10 in) 25-36 cm (10-14 in) DK GR BR LT OLIVE BR PALE OL DK GR BR LT BR GR SI CL LO SI CL LO SI CL LO SI LO SI LO 36-58 cm (14-23 in) DK GR BR SI CL LO Drainage Landform to somewhat poorly drained step-like portions of upland plateau fringe gently sloping poorly drained stream or creeks to somewhat poorly drained flat ledges and ridge crests 0-3 somewhat to very poorly drained depressional areas of uplands Fluvaquents Udifluvents Orpark sily clay loam Patchin silt loam Key: BL = black, BR = brown, DK = dark, GR = gray, LT = light, RD = red, V = very, YL = yellow CL = clay, LO = loam, SA = sand, SI = silt Drainage The project area is less than two miles southeast of Lake Erie A small creek flows northwesterly in the southern portion of the APE Construction of the New York State Thruway (Interstate-90), reconstruction of Camp Road and arterials to connect it with the Thruway, and development of suburban residential housing has disrupted the natural drainage patterns in the area (see Figures and 2) Panamerican Consultants, Inc Hamburg Crossings Phase I Shovel Test Log for Hamburg Crossings, Phase I 2 2 2 2 2 2 2 2 2 2 2 2 Depth (cm) 0-19 19-31 0-16 16-31 0-15 15-31 0-14 14-30 0-13 13-23 0-20 20-30 0-12 12-22 0-20 20-33 0-19 19-30 0-18 18-31 0-11 11-17 0-19 19-35 0-21 21-36 0-27 27-40 0-17 17-27 0-20 20-30 0-10 10-30 0-20 20-30 0-18 18-28 0-16 16-26 0-16 16-26 0-10 10-25 0-15 15-25 0-18 18-28 0-21 21-32 0-20 C4.13 C4.14 20-30 0-18 C4.14 C4.15 18-30 0-18 Shovel Test B20.2 B20.2 B20.3 B20.3 B20.4 B20.4 B21.1 B21.1 C1.1 C1.1 C1.2 C1.2 C1.3 C1.3 C2.1 C2.1 C2.2 C2.2 C2.3 C2.3 C3.1 C3.1 C3.2 C3.2 C3.3 C3.3 C4.1 C4.1 C4.2 C4.2 C4.3 C4.3 C4.4 C4.4 C4.5 C4.5 C4.6 C4.6 C4.7 C4.7 C4.8 C4.8 C4.9 C4.9 C4.10 C4.10 C4.11 C4.11 C4.12 C4.12 C4.13 Stratum Munsell Soil Color 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 5/4 10YR 4/2 10YR 5/4 10YR 4/2 10YR 5/4 10YR 3/2 10YR 4/3 10YR 3/2 10YR 4/3 10YR 3/2 10YR 4/3 10YR 3/2 10YR 5/4 10YR 3/2 10YR 5/4 10YR 3/2 10YR 6/8 10YR 3/2 10YR 4/4 10YR 3/2 10YR 4/4 10YR 4/1 10YR 5/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 3/2 10YR 4/4 10YR 3/2 10YR 4/4 10YR 3/2 10YR 4/4 10YR 4/2 10YR 6/2 10YR 6/8 10YR 4/2 10YR 6/2 10YR 6/8 10YR 4/2 DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR YL BR DK GR BR YL BR DK GR BR YL BR V DK GR BR BR V DK GR BR BR V DK GR BR BR V DK GR BR YL BR V DK GR BR YL BR V DK GR BR BR YL V DK GR BR DK YL BR V DK GR BR DK YL BR DK GR YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR V DK GR BR DK YL BR V DK GR BR DK YL BR V DK GR BR DK YL BR DK GR BR LT BR GR BR YL DK GR BR LT BR GR BR YL DK GR BR Soil Description CL LO CL LO CL LO CL LO CL LO CL SI LO SI LO SI LO SI LO SI LO SI LO SI LO SI LO CL LO CL CL LO CL CL LO CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO NCM NCM NCM NCM NCM NCM NCM NCM NCM, shale in surface and sub NCM NCM, in woods, shale NCM NCM, shale NCM NCM, shale gravel on surface NCM NCM, 5% upslope to SE NCM NCM, seepage at 16cm NCM NCM, saturated soils NCM, seepage after ~15cm NCM, +90% shale NCM; 50% shale subsoil NCM, organic inclusions (root) NCM, 40% shale gravel NCM, seepage at ~24cm NCM NCM, seepage at 10cm NCM NCM, lots of shale, 100ft interval NCM NCM, lots of shale NCM NCM, lots of shale NCM NCM, seepage at 15cm, shale NCM NCM NCM NCM, seepage at 4cm NCM NCM, seepage at 5cm NCM NCM, seepage at surface NCM NCM, seepage at 10cm NCM NCM, seepage at 15cm NCM NCM SI CL SI LO NCM NCM, seepage at 15cm SI CL SI LO NCM NCM B-16 Comments Shovel Test Log for Hamburg Crossings, Phase I Shovel Test Stratum Depth (cm) C4.15 C4.16 18-30 0-17 C4.16 C5.1 C5.1 C5.2 C5.2 C5.3 C5.3 C5.4 C5.4 C5.5 C5.5 C5.6 C5.6 C5.7 C5.7 C5.8 C5.8 C5.9 C5.9 C5.10 C5.10 C5.11 C5.11 C5.12 C5.12 C5.13 C5.13 C5.14 C5.14 C5.15 C5.15 C5.16 C5.16 C6.1 2 2 2 2 2 2 2 2 17-27 0-21 21-32 0-24 24-39 0-23 23-35 0-15 15-31 0-12 12-32 0-18 18-33 0-19 19-30 0-17 17-29 0-18 18-32 0-13 13-24 0-12 12-30 0-23 23-33 0-20 20-30 0-17 17-32 0-19 19-31 0-19 19-32 0-18 C6.1 18-28 C6.2 0-20 C6.2 20-30 C6.3 C6.3 C6.4 C6.4 C6.5 C6.5 C6.6 C6.6 C6.7 C6.7 C6.8 C6.8 C6.9 C6.10 2 2 2 1 0-20 20-30 0-12 12-25 0-8 8-30 0-13 13-28 0-20 20-30 0-15 15-30 0-12 0-25 Munsell Soil Color 10YR 6/2 10YR 6/8 10YR 4/2 10YR 6/2 10YR 6/8 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 4/3 10YR 4/4 10YR 5/1 10YR 5/6 10YR 5/1 10YR 5/6 10YR 5/1 10YR 5/6 10YR 5/1 10YR 5/6 10YR 5/1 10YR 5/6 10YR 5/1 10YR 5/6 10YR 5/1 10YR 5/6 10YR 4/2 10YR 6/2; 10YR 6/8 10YR 4/2 10YR 6/2; 10YR 6/8 10YR 4/2 10YR 4/6 10YR 4/2 10YR 4/6 10YR 4/2 10YR 4/6 10YR 4/2 10YR 6/8 10YR 4/2 10YR 6/8 10YR 4/2 10YR 6/8 10YR 3/2 10YR 3/2 LT BR GR BR YL DK GR BR LT BR GR BR YL BR DK YL BR BR DK YL BR BR DK YL BR BR DK YL BR BR DK YL BR BR DK YL BR BR DK YL BR BR DK YL BR BR DK YL BR GR YL BR GR YL BR GR YL BR GR YL BR GR YL BR GR YL BR GR YL BR DK GR BR LT BR GR; BR YL DK GR BR LT BR GR; BR YL DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR BR YL DK GR BR BR YL DK GR BR BR YL V DK GR BR V DK GR BR Soil Description Comments CL LO SI LO NCM NCM, water to surface CL LO SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL SI LO SI CL CL LO CL CL LO CL CL LO CL CL LO CL CL LO CL CL LO CL CL LO CL SI LO NCM NCM NCM NCM NCM NCM NCM NCM, 50% broken shale NCM NCM NCM, seepage at 24cm NCM NCM, seepage at 25cm NCM NCM NCM NCM NCM NCM NCM, seepage at 10cm NCM NCM NCM NCM NCM NCM NCM, seepage at 20cm NCM NCM NCM NCM NCM, seepage at 19cm NCM NCM, in woods CL LO NCM SI LO NCM, in woods CL LO NCM SI LO SI LO SI LO SI LO SI LO SI LO SI LO CL LO SI LO CL LO SI LO CL LO SI LO SI LO NCM NCM, seepage at 25cm NCM, in woods NCM NCM, shale NCM NCM NCM NCM NCM NCM NCM NCM, root impasse at 12cm NCM B-17 Shovel Test Log for Hamburg Crossings, Phase I Munsell Soil Color 2 2 Depth (cm) 25-35 0-20 20-30 0-15 15-25 0-15 15-30 0-24 24-34 10YR 5/4 10YR 4/2 10YR 5/4 10YR 4/1 10YR 5/4 10YR 4/1 10YR 5/4 10YR 4/2 10YR 6/8 YL BR DK GR BR YL BR DK GR YL BR DK GR YL BR DK GR BR BR YL Soil Description CL LO SI LO CL LO SI LO CL LO SI LO CL LO SI LO CL LO C6.14A 0-34 10YR 4/1 DK GR CL LO C6.14A 34-45 10YR 5/4 YL BR CL C6.14B 0-32 10YR 4/1 DK GR CL LO C6.14B C6.15 C6.15 C6.16 C6.16 C6.17 C6.17 C7.1 2 2 32-34 0-20 20-30 0-21 21-31 0-18 18-30 0-23 23-33 SI CL NCM C7.2 0-21 SI LO NCM C7.2 23-33 SI CL NCM, fills with water to 25cm C7.3 0-16 SI LO NCM C7.3 16-26 SI CL NCM C7.4 0-17 SI LO NCM, wet C7.4 17-27 SI CL NCM C7.5 C7.5 C7.6 C7.6 C7.7 C7.7 C7.8 C7.8 C7.9 2 2 0-18 18-28 0-22 22-32 0-18 18-28 0-19 19-29 0-16 SI LO SI CL LO SI LO SI LO SI LO SI LO SI LO SI LO SI LO NCM, fills w/water to 15cm NCM NCM, w/shale, soil moist NCM, w/shale NCM, wet but does not fill w/water NCM NCM, fills w/water to 15cm NCM NCM, fills w/water to 15cm C7.9 16-26 SI CL NCM C7.10 0-18 SI LO NCM, fills w/water to 15cm C7.10 18-28 SI CL NCM C7.11 0-21 SI LO NCM, fills w/water to 20cm C7.11 21-31 SI CL NCM C7.12 0-22 SI LO NCM, fills w/ water to 20cm C7.12 22-32 SI CL NCM C7.13 C7.13 C7.14 C7.14 2 0-26 26-36 0-30 30-40 YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR BR DK YL BR DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR BR LT BR GR; BR YL DK GR BR LT BR GR; BR YL DK GR BR YL BR DK GR YL BR DK GR YL BR DK GR YL BR DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR YL BR DK GR YL BR CL SI LO CL LO SI LO CL LO SI LO CL LO SI LO C7.1 10YR 5/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/2 10YR 4/4 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/2 10YR 6/2; 10YR 6/8 10YR 4/2 10YR 6/2; 10YR 6/8 10YR 4/2 10YR 5/4 10YR 4/1 10YR 5/4 10YR 4/1 10YR 5/4 10YR 4/1 10YR 5/4 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 5/4 10YR 4/1 10YR 5/4 NCM NCM, seepage at 10cm NCM NCM, roots NCM NCM NCM NCM NCM, seepage at 32cm Glass bottle dump - metal, green glass, milk glass (not collected) NCM, seepage at 34 Glass bottle dump - all similar to surface collected representative sample NCM NCM NCM NCM, seepage at 10cm NCM NCM NCM NCM, fills with water to 20cm SI LO SI CL SI LO SI CL NCM, fills w/water to 25cm NCM NCM, fills w/ water to 25cm NCM Shovel Test C6.10 C6.11 C6.11 C6.12 C6.12 C6.13 C6.13 C6.14 C6.14 Stratum B-18 Comments Shovel Test Log for Hamburg Crossings, Phase I 2 Depth (cm) 0-23 23-39 0-21 21-37 C7.17 C7.17 C8.1 0-20 20-25 0-17 C8.1 C8.2 17-27 0-16 C8.2 C8.3 16-26 0-16 C8.3 C8.4 16-26 0-15 C8.4 C8.5 15-25 0-18 C8.5 C8.6 18-28 0-17 C8.6 17-27 C8.7 C8.7 C8.8 C8.8 C8.9 C8.9 C8.10 C8.10 C8.11 C8.11 C8.12 2 2 0-20 20-30 0-12 12-22 0-16 16-26 0-18 18-28 0-20 20-30 0-22 C8.12 C8.13 22-32 0-18 C8.13 18-28 C8.14 0-28 C8.14 C8.15 28-38 0-21 C8.15 C8.16 21-31 0-26 C8.16 C8.17 26-36 0-30 C8.17 C8.18 30-40 0-35 Shovel Test C7.15 C7.15 C7.16 C7.16 Stratum Soil Description SI LO CL LO SI LO CL LO Comments Munsell Soil Color 10YR 4/2 10YR 3/4 10YR 4/2 10YR 3/4 DK GR BR DK YL BR DK GR BR DK YL BR 10YR 4/2 10YR 3/4 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 DK GR BR DK YL BR DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL SI LO CL LO SI LO NCM, wet soils, gravel NCM; gravel NCM NCM, +50% shale NCM, near modern construction debris (barrels, concrete), seepage at 20cm NCM, saturated, 50% shale NCM SI CL SI LO NCM, fills w/seepage at 20cm NCM SI CL SI LO NCM, fills w/seepage at 20cm NCM, wet SI CL SI LO NCM NCM, fills w/water to 15cm SI CL SI LO NCM NCM, wet but does not fill w/water SI CL SI LO NCM NCM, fills w/water to 17cm SI CL 10YR 3/1 10YR 4/3 10YR 3/1 10YR 4/3 10YR 4/2 10YR 5/4 10YR 3/2 10YR 5/4 10YR 3/2 10YR 5/4 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2; 10YR 6/8 V DK GR BR V DK GR BR DK GR BR YL BR V DK GR BR YL BR V DK GR BR YL BR DK GR LT BR GR; BR YL DK GR LT BR GR; BR YL SI LO SI LO SI LO SI LO SI LO SI CL LO SI LO SI CL LO SI LO SI CL LO SI LO NCM NCM, w/shale, STP is W of several mounds of shale, moist but not wet NCM, w/shale NCM, small amount of shale NCM; shale NCM NCM NCM, w/some shale NCM, w/some shale NCM, fills w/water to 20cm NCM NCM, fill w/water to 20cm SI CL SI LO NCM NCM, fill w/water to 15cm SI CL 10YR 4/1 10YR 6/2; 10YR 6/8 10YR 4/1 10YR 6/2 10YR 6/8 10YR 4/1 10YR 6/2 10YR 6/8 10YR 4/1 10YR 6/2 10YR 6/8 10YR 4/1 DK GR LT BR GR; BR YL DK GR LT BR GR BR YL DK GR LT BR GR BR YL DK GR LT BR GR BR YL DK GR SI LO NCM NCM, fills w/water to 25cm, STP is 3m W of wetland flag W3.26, 5m S of concrete trough C?, 10m S of well SI CL SI LO NCM NCM, fills w/water to 20cm SI CL SI LO NCM NCM, fills w/water to 15cm SI CL SI LO NCM NCM SI CL SI LO NCM NCM B-19 Shovel Test Log for Hamburg Crossings, Phase I Shovel Test Stratum Depth (cm) C8.18 35-45 C9.1 C9.2 C9.3 1 0-12 0-11 0-19 C9.3 C9.4 19-45 0-21 C9.4 C9.5 21-25 0-13 C9.5 C9.6 C9.7 C9.7 C9.8 C9.8 1 2 C9.9 C9.9 C9.10 C9.10 C9.11 Soil Description Comments Munsell Soil Color 10YR 6/2 10YR 6/8 LT BR GR BR YL 13-15 0-10 0-18 18-35 0-13 13-29 10YR 5/2 10YR 4/2 10YR 4/2 10YR 5/2 10YR 6/8 10YR 4/1 10YR 5/2 10YR 6/8 10YR 4/1 10YR 5/2 10YR 6/8 10YR 3/1 10YR 3/1 10YR 3/4 10YR 3/1 10YR 3/4 GR BR DK GR BR DK GR BR GR BR BR YL DK GR GR BR BR YL DK GR GR BR BR YL V DK GR V DK GR DK YL BR V DK GR DK YL BR 2 0-11 11-30 0-16 16-32 0-22 10YR 4/2 10YR 5/4 10YR 3/1 10YR 3/4 10YR 3/1 D GR BR YL BR V DK GR DK YL BR V DK GR SI LO SI LO SI LO SI LO SI LO C9.11 C9.12 C9.12 2 22-38 0-14 14-20 10YR 3/4 10YR 4/1 10YR 5/1 DK YL BR DK GR GR SI LO SI LO S LO C9.13 C9.14 C9.14 C9.15 1 0-10 0-15 15-31 0-21 21-31 0-23 CL LO SI LO NCM NCM C9.16 C9.17 23-33 0-24 CL LO SI LO NCM NCM C9.17 C9.18 C10.1 1 24-34 0-24 0-24 CL LO SI LO SI LO NCM NCM, mixed (gravel) NCM C10.1 C10.2 24-35 0-24 CL LO SI LO NCM, moist soil NCM C10.2 C10.3 24-34 0-21 CL LO SI LO NCM, moist soil NCM, shale in sub C10.3 C10.4 21-35 0-20 CL LO SI LO NCM, moist soil NCM, some shale C10.4 C10.5 20-30 0-18 DK GR DK GR GR DK GR LT BR GR BR YL DK GR LT BR GR BR YL DK GR LT BR GR BR YL DK GR DK GR BR LT BR GR; BR YL DK GR BR LT BR GR; BR YL DK GR BR LT BR GR; BR YL; BL DK GR BR LT BR GR; BR YL V DK GR BR SI LO SI LO SI LO SI LO C9.15 C9.16 10YR 4/1 10YR 4/1 10YR 5/1 10YR 4/1 10YR 6/2 10YR 6/8 10YR 4/1 10YR 6/2 10YR 6/8 10YR 4/1 10YR 6/2 10YR 6/8 10YR 4/1 10YR 4/2 10YR 6/2; 10YR 6/8 10YR 4/2 10YR 6/2; 10YR 6/8 10YR 4/2 10YR 6/2; 10YR 6/8; 10YR 2/1 10YR 4/2 10YR 6/2; 10YR 6/8 10YR 3/2 NCM, seepage at 15cm NCM, not excavated due to standing water NCM, nice, dry humus organic inclusions NCM, slightly more clay w/