EPA WORK ASSIGNMENT NUMBER: 028-2L16 EPA CONTRACT NUMBER: 68-W8-0110 EBASCO SERVICES INCORPORATED 5" ^ & 3 3
DRAFT STAGE 1A CULTURAL RESOURCES SURVEY OLEAN WELLFIELD SITE OLEAN. NEW YORK
JUNE 1992
NOT1CE
The information in this document has been funded by the United States Environmental Protection Agency (USEAP) under ARCS H Contract No. 68-W8-0110 to Ebasco Services Incorporated (Ebasco). This document has been formally released by Ebasco to the USEPA. This document does not, however, represent the USEPA position or policy, and has not been formally released by USEPA.
201015 E1239.LYN EBASCO
June 2, 1992 ARCSII-92-028-025
Mr. Thomas Taccone Remedial Project Manager U.S. Environmental Protection Agency 26 Federal Plaza 7th Floor, Room # 747 New York, New York 10278
SUBJECT: ARCSII PROGRAM - EPA CONTRACT NO. 68-W8-0110 OLEAN WELLFIELD SITE - WA. NO. 028-2L16 RESULTS OF STAGE 1A CULTURAL RESOURCES SURVEY AT THE OLEAN WELLFIELD SUPERFUND SITE
Dear Mr. Taccone:
Ebasco is pleased to submit the results of the Stage 1A Cultural Resources Survey for the Olean Wellfield site in Olean, Cattaraugus County, New York.
If you have any questions or comments, please contact me at (201) 460-6434 or Mark Moese at (201) 460-5920.
Very truly yours,
Dev R. Sachdev, Ph.D., P.E. ARCSII Program Manager
DRS:hm Enclosure
> IKON\II-M\I I /).-..: 160 CH1BB A\ FNL f • LYNDHIRST. N I 301016 EPA WORK ASSIGNMENT NUMBER: 028-2L16 EPA CONTRACT NUMBER: 68-W8-0110 EBASCO SERVICES INCORPORATED
DRAFT STAGE 1A CULTURAL RESOURCES SURVEY OLEAN WELLFIELD SITE OLEAN, NEW YORK
JUNE 1992
PREPARED BY: REVIEWED BY:
Mark D. Moese Ph.D. Ming Kuo Ph.D., P.E. Site Manager Technical Support Manager Region II Ebasco Services Incorporated Ebasco Services Incorporated
APPROVED BY:
Dev R. Sachdev, Ph.D., P.E. ARCO H - Program Manager Ebasco Services Incorporated
E12391.YN 301017 TABLE OF CONTENTS
SECTION PAGE
1.0 INTRODUCTION 1
2.0 PREHISTORIC AND HISTORIC CONTEXT 1
2.1 Prehistory 1
2.2 Historic Period 4
2.3 Previously Recorded Sites 9
2.4 Previous Archeological Investigations 14
3.0 WALK-OVER RECONNAISSANCE AND SITE VISIT 15
4.0 CONCLUSION AND RECOMMENDATIONS 31
5.0 REFERENCES 34
Appendix I: Soil Borings
E1239.LYN 301018 LIST OF FIGURES
FIGURE PAGE
FIGURE 1: Project location and soil boring locations 2
FIGURE 2: U.S.G.S. Topographic Quadrangle, 1898 8
FIGURE 3: Geils' Map of Olean, 1856 10
FIGURE 4: Town of Olean, from Beers' Atlas, 1869 11
FIGURE 5: U.S.G.S. Topographic Quadrangle, 1938 12
FIGURE 6: U.S.G.S. Topographic Quadrangle, 1961 13
E1239.LYN 301019 LIST OF PLATES
PLATE
PLATE 1: Plan of culvert on Genesee Valley Canal, showing cross section of canal, west of project area 6
PLATE 2: 1872 map of section of Genesee Valley Canal, west of project area 7
PLATE 3: Alcas Cutlery, front of building, viewed from E. State St. 16
PLATE 4: Alcas Cutlery, rear of building; canal/berm abuts fence 16
PLATE 5: Clean Tile Company, 1913 section of building, on E. State St. 18
PLATE 6: Olean Tile Company, rear of building; river to left of photo 18
PLATE 7: Map showing Olean Tile Company buildings, ca. 1917-1918; note sanitary sewer line and old railroad tracks/canal ROW 19
PLATE 8: Olean Clean All, rear view from old railroad berm/canal ROW 20
PLATE 9: Olean Clean All, old railroad berm/canal ROW 20
PLATE 10: Olean Clean All, area behind building; note manhole adjacent to old railroad berm/canal 21
PLATE 11: Mastel Ford Lincoln Mercury, front of building viewed from E. State St. 21
PLATE 12: Mastel Ford, area behind building 22
PLATE 13: Campbell (Griffin) Oil, viewed from E. State St.22
PLATE 14: Sandburg Oil, view of area behind buildings 24
PLATE 15: Sandburg Oil, area behind buildings; view eastward along old railroad berm/canal 24
PLATE 16: Plowed field, south of Sandburg Oil 25
PLATE 17: Residential area 25
E1239.LYN 111 301020 LIST OF PLATES (Cont'd)
PLATE PAGE
PLATE 18: View of railroad berm near residential area. 26
PLATE 19: Olean Wholesale Grocery Co-op, front of building, viewed from Haskell Road 26
PLATE 20: Olean Steel 28
PLATE 21: Olean Steel 28
PLATE 22: McGraw Edison, view facing east from Dugan Road; lawn area 29
PLATE 23: McGraw Edison, view facing east from Dugan Road 29
PLATE 24: Private dump; note wetland with standing water, fill in foreground 30
PLATE 25: Private dump, note barrel lying in wetland area 30
PLATE 26: AVX, view facing south from Seneca Ave. 32
PLATE 27: Borrow pit; note large excavated area (view north toward river) 32
PLATE 28: Borrow pit, view toward south; note pond in background, concrete feature 33
PLATE 29: Borrow pit; close-up view of feature 33
E1239I.YN iV 301021 1.0 INTRODUCTION
The Olean Superfund site lies south and southeast of East Olean, New York (Figure 1). The site actually comprises 13 separate areas, including factories, oil storage facilities, a private dump, a borrow pit and a residential area. The U.S. Environmental Protection Agency (USEPA) is conducting a remedial investigation of contaminated soils and groundwater in these areas. To comply with provisions of Section 106 of the National Historic Preservation Act, USEPA is obligated to conduct a Stage 1A cultural resources survey. The aim of this study is to determine whether cultural resources (archeological sites or standing structures) which are listed or are potentially eligible for the National Register of Historic Places and may be affected by remedial activities, exist in the project area. This study, performed by Ebasco cultural resource specialists in April, 1992, entailed: examination of historic maps and archival materials in the files of the New York State Office of Parks and Recreation, Historic Preservation Division (which functions as the New York State Historic Preservation Office [SHPO]), the New York State Museum (NYSM), the Cattaraugus County Historical Society in Little Valley, and the Assessor's and Engineer's Offices of the City of Olean; review of relevant literature and previous cultural resources surveys in the region; and on-site reconnaissance. These procedures are in accordance with guidelines in the CERCLA/SARA Environmental Review Manual (January 1988).
2.0 PREHISTORIC AND HISTORIC CONTEXT
2.1 Prehistory
The Olean site is located along the northern bank of the Allegheny River, east of East Olean. This location is near the northern edge of the unglaciated Allegheny Plateau; thus, the southern front of the Laurentian continental ice sheet lay a short distance away at the glacial maximum, ca. 18,000 BC (uncalibrated C14 years). As observed by Lantz (1984:211), "The upper Allegheny River Valley from Warren County up river to Olean, New York, is probably the most culturally prolific region in western New York and northwestern Pennsylvania....The broken mountain country was not easily traversed by man, whereas, the river valley with its glacial outwash terraces, although not necessarily direct, was level and afforded a fairly dry passage. Thus, it funneled people through the valley corridor. Geographically, the 'Allegheny Corridor' is connected to far reaching stream valley systems. The Allegheny River valley and connecting valley systems provided favorable geological features for trail camps as well as for hunting and fishing stations".
E1239.LYN 301022 is IIif* *• --~J
•orness ~ '•Park ' PRIVATE DUMP» , • • JT'-^SM^yL **8*&&^: m^ •NAFFCT *OM>
CAMPBELL OIL*
AREA ALONO -*«
Landing Strip
'/• i& 30
I 1 I . AREAS EXAMINED DURING STAGE 1A CULTURAL ' —— ' V. I Ji. ,V.\ ENVIRONMENTAL PROTECTION AGENCY e till C _ X . SOIL BORING (TENTATIVE LOCATIONS) 0 • PRP LEAD CLEAN SOURCE CONTROL RI/FS
© > MONITORING WELL BORING (EW-SERIES) 3000 -PRP LEAD J ® . SOIL BORING TO BE PERFORMED BY EBASCO PROJECT LOCATION -. DURING ARCS N PROGRAM KILOMETER < MONITORING WELL BORING TO BE PERFORMED BY EBASCO DURING ARCS II PROGRAM ERVSGO Cattaraugus County yielded numerous prehistoric finds to 19th century collectors, but few sites have been rigorously excavated in recent times. Parker (1922) lists six principal archeological centers in the county; one of these is "the Allegheny valley from Vandalia running through Olean to Carroll on the east".
The earliest known human inhabitants of the region were the Paleo-Indians, who probably arrived about 9500 BC (calibrated date, ca. 11,500 BC). Their most characteristic implements were fluted points. As elsewhere, Paleo-Indian material is scarce; in nearby western Pennsylvania, there is only one site per 186 km2 (Lantz 1984:218). Ritchie (1965:4) mapped three fluted point finds in Cattaraugus County; the one well-defined locality on his map is between Elkdale and Great Valley. Lantz (1984:211,224) reports another 16 fluted point loci along the Allegheny, southwest of Salamanca. Curiously, no Paleo-Indian material is reported from McKean County, Pennsylvania, nor from eastern Cattaraugus County. Paleo-Indians may have traversed the Allegheny River Valley en route to mine outcrops of Onondaga chert in western New York.
Few Early (8000-6000) or Middle (6000-4000) Archaic artifacts or sites are known in western New York. Population seems to have increased throughout the region during the Late Archaic (4000-1700 BC). Parker (1922) noted the presence of sites in Cattaraugus County with "implements similar to those termed Eskimoan"; this presumably refers to Laurentian Late Archaic assemblages. Ritchie (1965:42) mapped a concentration at the western edge of the county of beveled adzes, characteristic of the Lamoka phase (ca. 2500-2000 BC). Parker also mentioned an occupation of the region that "yields large notched flints and soapstone fragments"; this would be termed today a Frost Island or Susquehanna tradition occupation, dating from the Terminal Archaic or Transitional period (1700-1000 BC, uncalibrated).
A third phase recognized by Parker comprised sites with mounds, "which yield notched flint spears, arrowheads, knives, celts and occasionally a grooved axe, copper implements, gorgets, banner stones, bird stones and gouges. Pipes are occasionally found of the platform-monitor type". These elements can be ascribed to a peripheral Hopewellian culture, referred to later by Ritchie (1965) as the Squawkie Hill phase. This phase dates from around 400 BC-AD 200. Ritchie examined material from the Cain Mound, about a mile north of Cattaraugus Creek in Erie County. It contained bundle burials of five adults and three children, accompanied by diverse grave goods, which included corner-notched points, a stone elbow pipe, a slate pendant, celts, leaf-shaped blades, a copper bead, and remnants of a turtle-shell rattle.
Parker attributed some later earthworks to the Erie, an Iroquoian-speaking people. They were destroyed by the Iroquois confederacy in 1654.
301024 E1239.LYN Spurred by pending construction of a reservoir, in 1958 Dragoo and Ritchie surveyed the Allegheny River valley between Warren, Pa. and Salamanca, N.Y. This resulted in discovery of a number of Archaic and Middle Woodland sites. In 1965, Dragoo began excavation of an Iroquoian site, exposed by erosion near the former town of Kinzua. Numerous Late Woodland sites were subsequently discovered in the Allegheny River valley. "The bottomlands of the upper Allegheny from the now removed town of Kinzua, Pennsylvania upriver to Olean, New York was the scene of intensive occupation for a period of 500- 600 years prior to A.D. 1400 (Dragoo and Lantz 1975:82)". For example, 13 villages were located within a 1.5 mile stretch of the north bank east of Steamburg, New York. As Dragoo and Lantz (1975:82) note, "similar site densities may be present on other bottomlands in the valley but these areas are covered with silt and the sites are not exposed in the eroded river bank as they are at Steamburg Rats". All the Late Woodland villages are located on the flood plain; silt deposits in pits indicate periodic inundation of the villages. Meager evidence shows that corn, beans, and squash were cultivated, and deer was hunted. The Kinzua village consisted of three houses, each 50 feet long, four small circular houses, and another round structure, ringed by a 120 foot diameter palisade. The Onoville site in Cattaraugus County dates from a little later, ca. AD 1350. Here, a 200 ft. diameter stockade surrounded three longhouses (100 ft. long). The storage pits at Kinzua were oval to squarish in outline, but at Onoville and other post-1350 sites, pits are circular. About 1500, there may have been a break in occupation; the few sites that may date from this time are on hilltops, surrounded by earth rings suggesting concern for defense. Dragoo (1977:45) observes that Owasco ceramic types were present at Kinzua, along with Glen Meyer (early Ontario Iroquois) ceramic types. Pickering ceramic types were present at the later site of Onoville (in Ontario, the Picketing Branch seems to have conquered or absorbed the Glen Meyer Branch around 1300). Some shell- tempered Monongahela and McFate pottery was also found in the Allegheny River villages. The Ontario-derived types may relate to an intrusive movement of Ontario Iroquois into western New York around AD 1250 (Niemczycki 1987:35).
In the Olean vicinity proper, Parker reported that "there are abundant traces of Indian occupations". The canal had passed through a 10 foot high burial mound; a group of small mounds had stood at the confluence of Olean Creek and the Allegheny River, but these had been destroyed before 1920.
2.2 Historic Period
Following their defeat of the Erie, the Seneca settled in the region of Cattaraugus County in the late 17th century. The Seneca and most of their confederates among the Five Nations allied themselves with the British during the Revolutionary War. England had attempted to restrict colonization of western Indian lands, but after the British defeat, white settlers pressed on Iroquois territory. The Seneca ceded large tracts in western New York to the Holland Land
E.239LYN 4 301025 Company in 1797. The first white settlers in the Olean area were Adam and Robert Hoops, who arrived in 1804. Olean was initially important because it lay on the emigration and trade routes to the west However, this route was bypassed by the Erie Canal, slowing growth and development of the Olean area. Cattaraugus County was formed from Genesee County in 1808. The first county courts convened in Olean in 1817. In 1810, the census recorded 458 inhabitants of the county. There were 4090 inhabitants in 1820, 8643 in 1825, 16,724 in 1830, and 43,158 in 1865. Olean contained 2701 residents in 1865 (Beers, Goodhue and Sanford 1869).
Economic growth and development occurred gradually during the 19th century, spurred by the local timber industry. Lumbering cleared large tracts of land, which stimulated agricultural growth and expansion. The population expansion of the mid-19th century was correlated with development and improvements to the transportation systems.
The state legislature approved funds for the Genesee Valley Canal in 1836, and construction began in 1837. The project was intended to connect the Allegheny River in Olean to the Erie Canal in Rochester (Holton 1970, Drago 1972). By the time it was finished, the canal had become superfluous because the Erie Railroad already connected Olean to the major transportation networks in the state (Drago 1972:208-209). Despite assured financial losses, political forces prevailed and, after many delays, the canal was completed in 1862, at a cost of $5,500,000. During its brief operation, a total of $852,164.06 was collected in tolls, or about one seventh of the construction costs. The canal was abandoned in 1878 (Drago 1972:209, 214-215; Whitford 1906:1066-1067). At completion the Genesee Valley Canal was 107 miles long- the ninth longest in the United States (Waugh 1980). Although its dimensions varied somewhat from section to section, the canal was generally 42 feet wide at surface level, 26 feet wide at the bottom, and four feet deep (Plates 1 and 2). It had 104 locks, made of stone, wood, and composite materials; each had an available width of 15 feet The gates were made of wood, and water was admitted and discharged manually. The difference in total elevation of the canal terminals was 911.89 feet (Whitford 1906:1066-7, 1467). The boats that were used on the canal reached a maximum length of 75 feet; they could be 12 feet at the beam, with a 3.5 foot draft. Their maximum cargo capacity was 75 tons. These boats were hauled by draft animals, using a towpath adjacent to the canal (Whitford 1906:1467).
Following the demise of the canal in 1878, the right-of-way was acquired by the Central New York Railroad, which laid a railroad berm on top of the old canal bed. (The town engineer of Olean (Williams 1992) reports that a recent cut through the canal bed revealed a fill deposit). On the 1898 USGS quad map (Figure 2), railroad tracks are shown running along the former canal route.
E1239LYN 5 301026 PLATE Is Plan of culvert on Genesee Valley Canal, showing cross section of canal,, west of project area
3< PLATE 2s 1872 map of section of Genesee Valley Canal, west of project area ._ •!... • • T. ^ '. - --- ',-• -•-
I
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•H rJ » / ainel D.T O \ \\ t/i
-> .... ~~" •'..>!-•••jv-:•':•'"^-'••'^^"•|; r v / .# .. ,, •,' ' •v-'^VX^ .; ••-A * isiar:,'^v -,..-;-. :"'A: ^- -^y^r1'^ FIGURE 2 U.S.G.S. TOPOGRAPHIC QUADRANGLE, 1898
301029 During the mid- to late 19th century, the project area was largely undeveloped except for the presence of the Genesee Valley Canal and a few farmsteads along East State Street, shown on the 1856 Geils map (Figure 3) and 1869 Beers Atlas map (Figure 4). Development in this area did not begin until the 1920's and 1930's, when the large farms were replaced by residential and small scale commercial structures (Dean 1983:14-15, referencing maps on file at Cattaraugus County Clerk's Office). The modern layout of structures can already be seen on the 1938 U.S.G.S. Quadrangle (Figure 5) and additional buildings appear on the 1961 U.S.G.S. quad (Figure 6).
2.3 Previously Recorded Sites
There are no previously recorded prehistoric sites located within the proposed project area. Five prehistoric sites are located within four miles of the project area. One historic feature, the Genesee Valley Canal, was located within the project area. The canal was destroyed or significantly modified in the late 19th century, and was replaced in portions by the construction of a railroad. Today, an abandoned railroad grade occupies the former canal right-of-way within the project area. These cultural resources are briefly discussed below:
1. Forness Park Site (UB-1502, SHPO# A009-40-0036) Prehistoric, Woodland component Distance from project area: 2200 feet west Source: Dean and Trubowitz (1976)
2. Olean Mound Group/possible Iroquoian settlement (UB-96) Prehistoric mound (60 ft. x 40 ft. x 10 ft.) bisected by construction of Genesee Valley Canal. Site reportedly destroyed during construction. Distance from project area: 4000 feet northwest Source: Larkin (1880:31), McCauley (1829:713), and Ellis (1879:13)
3. Site ACP CATT-25 (SM 2886) Prehistoric mounds and occupation, possible campsite Distance from project area: 2500 feet northwest Source: NYS Museum files, Parker (1922)
4. Site ACP CATT-24 (SM 2885) Prehistoric burial mound. Distance from project area: 10,650 feet west Source: NYS Museum files, Parker (1922)
9 301030 ....__.. .__)*>..*..*/•-
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2 i '/ j '/ .1 •• »_ /... ^^^^^B^B1 * ^ M^K^ * • w J ^ \ / 1 - • ' 1 • t A* ' . r,,tm. B«».l/:Xtt««/^,.iUiZ» ' j .• .1 ~:':,: '
FIGURES GEILS'MAP OF OLEAN, 1856
301031 FIGURE 4 TOWN OF OLEAN 1869, BEERS ATLAS
301032 FIGURE 5 U.S.G.S. TOPOGRAPHIC QUADRANGLE, 1938
301033 WestW .i;..MilI.s
FIGURE 6 U.S.G.S. TOPOGRAPHIC QUADRANGLE, 1961
301034 5. Kent site (UB-602, SM 1665) Prehistoric Distance from project area: 15,000 feet north Source: NYS Museum files
6. Genesee Valley Canal Historic feature, completed 1862, abandoned 1878. Filled and railroad track built on or adjacent to canal. Distance from project area: within project area Source: Beers (1869), USGS topo maps 1890, 1938, 1961, Drago (1972), Williams (1992), and Dean (1983)
2.4 Previous Archeological Investigations
Two cultural resource investigations were conducted in or near the project area (Dean 1983; and Dean and Trubowitz 1976). No cultural resources were identified in the proposed project area, with the exception of sections of the Genesee Valley Canal. The Forness Park Site, approximately 2200 feet west of the project area, was discovered during the 1976 reconnaissance survey.
The 1983 survey directed by Robert Dean (1983) entailed shovel testing within or adjacent to the project area along the following streets: East State (5600 feet), Dugan Road (5000 feet), Seneca Ave. (2800 feet), Goodrich (2800 feet), Butler (400 feet), Fay (200 feet), and Andrews (900 feet). A total of 17,770 linear feet was surveyed within or in the general vicinity of the proposed project area. No cultural resources were identified except a feeder or extension of the Genesee Valley Canal at the end of Fay Street, and a find spot located at the intersection of Dugan Street and Seneca Ave. The prehistoric find spot is located well outside the project area and was determined not to be significant. The remnant of the canal appears to be in the project area.
A clay quarry and brick factory was also reported in the vicinity of the present quarry site north of Goodrich Road (Dean 1983), well outside the project area.
Dean (1983:22-29) further states that although the area tested was intially considered of moderate to high sensitivity, the area's sensitivity was lowered due to evidence of low swampy sections referred to as muck soils, and severe disturbance from residential and commercial development. Shovel testing and interviews with local residents documented eposodes of filling and poorly drained soils along the north and south sides of East State Street and Dugan Road.
E1239.LYN 14 301035 3.0 WALK-OVER RECONNAISSANCE AND SITE VISIT
The properties included in the Olean site are (Figure 1):
1) Alcas Cutlery Corporation 2) American Olean Tile 3) Olean Clean All 4) Mastel Ford 5) Campbell Oil 6) Sandburg Oil 7) Residential area along State and Fay Streets 8) Olean Wholesale 9) Olean Steel 10) McGraw Edison 11) Private dump 12) AVX Ceramic Division 13) Borrow pit
Ebasco cultural resource specialists inspected each of these localities. Their observations are summarized below.
1) Alcas Cutlery Corporation (Plates 3, 4)
Location: South side of East State Street, west of Dugan Road. Status: Manufacturer of professional cutlery and sport knives. Description: Modem structure built in 1948-9, with new addition in 1991 (City of Olean Assessor's Office). Asphalt parking lot in front and west side of building; asphalt paved and gravel area behind building, used for parking and storage. Chain link fence abuts old railroad berm and Genesee Valley Canal ROW. Area has been filled and severe disturbance from prior construction is evident Recommendation: There is a minimal possibility of extant prehistoric deposits near surface due to filling and prior construction disturbance. No further surface inspection or shovel testing is recommended in this area. Deeply buried cultural deposits may be present and should be addressed if deep trenching is required. The old canal ROW and railroad berm abuts the southern boundary of the property, behind the building. Any excavations or well-drilling within this feature would affect the resource and would necessitate archeological investigation, possibly by backhoe trenching to expose the canal's construction.
E1239.LYN is 301036 I P I I AAICAS I I I I I PLATE 3: Alcas Cutlery, front of building, viewed from E. State St I I
I
I I I PLATE 4: Alcas Cutlery, rear of buildinq; oanai/berm abuts fence I 301037 I
2) American Olean Tile (Plates 4-7) p Location: South side of East State Street and east of Clark Street Status: Manufacturer of ceramic tile I Description: The original red brick structure was built in 1913; sections were added in 1928, 1947, 1951, and 1956-7. A chain link fence along the southern property line abuts the old canal I ROW and the Allegheny River. Portions of the property have been filled and severely disturbed by prior construction. I Recommendation: (Same as (1)). 3) Olean Clean AU (Plates 8-10) I Location: South side of East State Street Status: Dry cleaning facility I Description: Modern one-story structure and gravel parking area. Evidence of filling and severe disturbance. The building is not shown on the 1938 topo map, but is probably shown on the 1961 map. The canal ROW/railroad berm abuts the southern edge of the property. A manhole I was observed adjacent to the berm. The Allegheny River flows behind the property. A few ceramic sherds of probable 19th century date, and a piece of fire-cracked quartzite, were found I just above the riverbank. Recommendation: Because of prior disturbance and filling, no further investigation of the property is recommended. However, if the area along the river is to be affected by remedial activity, shovel testing should be conducted. If the railroad berm/canal ROW is to be affected, I additional investigations of this feature would be advisable. 4) Mastel Ford (Plates 11 and 12) 1 Location: North side of East State Street and south of Conrail tracks. Status: Automotive sales dealership and service facility. Description: Large modern one-storey structure and asphalt and gravel parking areas. Severe I prior disturbance by construction, filling and grading. Soil borings indicates presence of about one foot of fill; brown silts extend to a depth of seven feet, underlaid by brown sand to nine feet, I and grey sand and gravel to 12 feet Recommendation: Because of disturbance, no further investigations are recommended unless I deep excavations are required as part of remedial activity. 5) Campbell Oil (Griffin Ofl) (Plate 13) I Location: North side of East State Street Status: Wholesale and retail distributor of oil. I Description: Nondescript structure and asphalt and gravel parking lot Structures are present in this area on the 1938 topo map, but there is no certainty that the extant building is depicted. r A soil boring indicates that three feet of fill overlie nine feet of silts and clays. Gravels are i E1239JLYN 17 301038 I I I I I I I I
I PLATE 5: Olean Tile Company, 1913 section of building, on East I State Street I
I I I
I PLATE 6: Olean Tile Company, rear of building; river to left of I photo I 301039 I I I I I I I I I I I
PLATE 7: Map showing Clean Tile Company buildings, ca. 1917-1918; I note sanitary sewer line and old railroad tracks/canal ROW I I I I 1 301040 I I I I I I I I I I PLATE 8: Olean Clean All, rear view from old railroad berm/>:^ I
PLATE 9: Olean Clean All, old railroad berm/canal ROW
301041 I p I I I I I I
I PLATE 10: OLean Clean All, area behind building; note manho I adjacent to old railroad berm/canal I 1 I I I I
I PLATE 11: Mastol Ford Lincoln Merc; rv, f ront of bu11dinq viewud I from E. State St. I 301042 PLATE 12: Maste1 Ford, area behind building
PLATE 13: Campbell (Griffin) Oil, viewed from E. State St. 301043 present at 12 to 18 feet depth, and brown sand lies below the gravel. The surface here has been severely disturbed by previous construction activities. Recommendation: This property has low cultural resource sensitiviity, due to prior disturbance and poorly drained soils. No additional investigations are recommended.
6) Sandburg Oil (Plates 14-16) Location: South side of East State Street, across from Campbell (Griffin) Oil. Status: Wholesale and retail oil distributor. Description: Nondescript structure, storage area, and tanks, and parking area. Structures are shown in this area on the 1938 map, but not on earlier maps. The northern part of the site is severely disturbed by previous construction. Borings indicate three to six feet of fill in this area. The canal ROW/railroad berm bisects the site. South of the berm lies a relatively undisturbed, previously plowed agricultural field. Because of its gentle slope and location near the river, the field is considered to have a moderate potential to contain prehistoric remains. However, no artifacts were observed during a cursory surface inspection. Recommendation: The section north of the berm is severely disturbed, and has low cultural resource sensitivity. Unless trenching is planned below six feet, no further investigations are recommended here. If any remedial excavations are proposed in the vicinity of the old railroad * berm/canal ROW, archeological field investigations should be conducted to assess remains of the canal. Stage IB survey of the agricultural field on the south side of the berm is recommended. This would entail re-plowing of the field and a surface walk-over. If deep trenching is planned as a remedial action in this area, archeological deep testing should be considered.
7) Residential zone along State and Fay Streets (Plates 17 and 18) Location: South side of State Street, east of Dugan Road and west of Fay Street. Status: Residential area of private homes. Description: Residential structures and storage/dump areas that have been filled. No structures are shown in this area on maps from 1856 through 1938. Soil borings indicate clayey silty soils, silty clays and gravel to a depth of eight feet. Recommendation: In general, the area has a low potential to contain prehistoric resources. Therefore, based on soil conditions and prior disturbance, no further investigations are recommended, except in the area of the railroad berm/canal ROW at the southern edge of the site.
8) Clean Wholesale Grocery Co-op (Plate 19) Location: West side of Haskell Road, north of Conrail tracks. Status: Wholesale grocery distributor.
23 301044 I I I I I I I I I I PLATE 14: Sandburg Oil, view of area behind buildings I 1 I I I I PLATE 15: Sandburg Oil, area behind buildings; view eastward along I old railroad berm/canal I 301045 I p I I I I I I I PLATE 16: Plowed field, south of Sandburg Oil L I I I I I I I I PLATE 17: Residential area 301046 I I I I I I I I I
I PLATE 18: View of railroad berrn near residential area I I I
PLATE 19: Olean Wholesale Grocery Co-op, front of building, viewed from Haskell Road
301047 Description: Large modern industrial warehouse structure, asphalted parking area, and some landscaped area. No structures are shown at this location on 1898, 1938, or 1961 maps. Severe disturbance is evident from construction activity. Soil borings indicate that silt is present down to about eight feet below surface; underlying that is a gravel layer. Recommendation: Prior to disturbance, this area would have been of moderate to high sensitivity for prehistoric resources. However, because of extensive disturbance, no further work is recommended. If asphalt is removed during remedial actions and trenching is required, archeological monitoring is recommended.
9) Olean Steel (Plates 20 and 21) Location: North side of East State Street, adjacent to Conrail railroad tracks. Status: Scrap metal facility. Description: Severe prior disturbance; grading and filling documented by two borings that show 0.5 to 1.6 feet of fill, overlying sand and silt. No structures are shown in this vicinity on 1898 and 1938 maps, but three buildings are present on the 1961 quad map. Recommendation: No further work is recommended, due to severe disturbance.
10) McGraw Edison (Plates 22 and 23) Location: East side of Dugan Road and north of Conrail railroad tracks Status: Manufacturer of protective equipment for electrical power distribution lines. Description: Large modern industrial structure with asphalt parking area and landscaped, manicured lawns, surrounded by chain-link fence. Severe disturbance from prior construction. No structures are shown in this area on the 1856 through 1938 maps, but a large industrial building is shown on the 1961 quad map. Recommendation: In the absence of evident disturbance, this location would have a moderate to high probability of containing prehistoric resources. The area of manicured lawns—a small portion of the total area—should be investigated by shovel testing to determine the extent of prior disturbance. If remedial action involves excavations and trenching, archeological monitoring should be considered to determine whether deeply buried archeological deposits are present
11) Former private dump area (Plates 24 and 25) Location: South of Butler and Andrews Streets and north of Conrail tracks. Status: Former dumping area in undeveloped part of town. Description: The northern section of the site is lowlying, with standing water, while the adjacent area, a former roadbed, is filled. The southern section contains a large garden plot. No structures are shown in the area on historic maps. Recommendation: No testing is recommended in the northern section. The garden area should be plowed and surface-inspected if remedial actions are planned there. If trenching is planned here, archeological monitoring should be considered.
E1239J.YN 27 301048 PLATE 20: Olean Steel
PLATE 21: Olean Steel
I 301049 I I I I I I I I I PLATE 22: McGraw Edison, view facing east from Dugan Road; lawn I area I 1
PLATE 23: McGraw Edison, view facing east from Dugan Road
301050 I I I I I I I J I PLATE 24: Private dump; note -.vet land with standing water, fill I foreground I
I I I I I PLATE 25: Private dump; note barrel lyir.g in wetland area I 301051 I I 12) AVX Ceramic Division of AVX Corporation (Plate 26) Location: South side of Seneca Avenue and north of Conrail railroad tracks. Status: Manufacturer of electric and electronic components. I Description: Large modern industrial structure with asphalt parking lot; severely disturbed by prior construction. No structures are shown on maps dated 1856-1938, but the building does I appear on the 1961 map. Recommendation: The plant grounds are severely disturbed, but portions of the area outside the I property may be relatively undisturbed. Stage IB level investigations in these areas is advisable if impact is anticipated there from remedial actions. No further investigations are recommended I for the plant property, although monitoring should be condsidered if deep tranching is planned. 13) Borrow pit (Plates 27-29) I Location: South side of East Riverside Drive and south of Allegheny River. Status: Approximately two to three acres, of which one third is ponded water, currently becoming filled with construction debris. I Description: Severe disturbance caused by gravel mining. Some areas are poorly drained. The borrow pit is surrounded by relatively undisturbed agricultural fields. Three structures, no longer I extant are shown several hundred feet northwest of the pit location on the 1856 Geils map (Figure 3). There is a concrete and rusted steel feature in the center of the pit, which probably I functioned in the gravel removal process (Plate 29). Recommendation: Due to severe disturbance and removal of potentially culture-bearing soils, no further investigation of the borrow pit site is recommended. However, if remedial activities I should extend into the surrounding fields, Stage IB survey is advisable. This would entail _ replowing and surface inspection. Impact to the concrete and rusted steel feature (Plate 29) should be avoided if possible; if not, it should be evaluated and documented.
4.0 CONCLUSIONS AND RECOMMENDATIONS
No prehistoric sites were identified in the project area. Due to prior disturbance and low-lying, poorly drained muck soils identified in portions of the project area, the area's sensitivity can be considered low to moderate for prehistoric resources (Dean 1983). However, as noted by Dragoo and Lantz (1975), there is some potential for locating deeply buried archeological sites, due to numerous episodes of silting that have occurred when the Allegheny River flooded the area over the last several thousand years.
Historically, the area was settled late and assumed its present structural configuration by the late 1930s. However, portions of the 19th century Genesee Valley Canal are present in the project area and potentially could be impacted.
E1239XYN 31 301052 I r i i i i i i i PLATE 26: AVX, view facinq south from Seneca Ave i i i i i i PLATE 27: Borrow pit; :iote larqe excavated area north toward i river) i 301053 I I I I I I I I I PLATE 28: Borrow pit, view toward south; note pond in backqround, concrete feature I I I I I I I I PLATE 29: Borrow pit; close-up view of feature I 301054 Previous field investigations by Dean (1983) yielded no significant cultural remains along East State Street and Dugan Road, within the project area. His work also showed that the underlying soils were poorly drained, perhaps indicative of a former marsh. However, Dean's testing did not extend through the entire project area with which EPA is now concerned. Testing should be conducted in additional areas, away from the street, to confirm that these areas are also poorly drained and/or previously disturbed. Previous archeological investigations in the Allegheny River valley have shown that Late Woodland villages usually were located in the floodplain, even in sections that were periodically inundated. Therefore, poor drainage alone cannot be regarded as precluding the presence of prehistoric sites. It will probably be necessary to conduct deep testing with a backhoe, at locations where remediation will entail soil removal, in order to determine the depth and age of alluvial sediments, and their potential to contain cultural material. If remediation activities impinge on the approximate location of the Genesee Valley Canal, trenching may be necessary to document the configuration of the canal and towpath. If the canal is present, appropriate documentation and assessment of NRHP eligibility should be conducted. Specific investigations appropriate to each locality within the project area are detailed in Section 3.0.
5.0 REFERENCES
Beauchamp, W. M. 1900 Aboriginal occupation of New York. Bulletin of the New York State Museum. No. 32, Vol. 7. University of the State of New York, Albany.
Beers, D. G., J. H. Goodhue, and E. F. Sanford 1869 Atlas of Cattaraugus County. New York. Beers and Co., New York.
Dean, R. 1983 Stage I Cultural Resource Investigations, Town of Olean, Cattaraugus County, New York, Wastewater Facilities Planning Project, C-36-772-01-0.
Dean, R., and N. Trubowitz 1976 Cultural Resource Investigations for the City of Olean; Forness Park Improvement Area. ARMS/NY AC Contract 76-67.
Drago, H. S. 1972 Canal days in America. Bramhall House, New York.
301055 E1239.LYN 34 Dragoo, D. 1977 Prehistoric Iroquoian occupation in the Upper Ohio Valley. In Current perspectives in Northeastern archeology, ed. R. E. Funk and C. F. Hayes, pp. 41-47. New York State Archeological Association, Rochester and Albany.
Dragoo, D., and Stanley W. Lantz. 1975 Archaeological salvage of selected sites in the Allegheny reservoir in New York 1973- 1974. Carnegie Museum of Natural History, Pittsburgh.
Ellis, F. 1879 History of Cattaraugus County. New York. L. H. Everts, Philadelphia.
Geils 1856 Map of Olean, New York.
Hahn, T. F., (editor) 1980 The best from American canals. Number I. American Canal and Transportation Center, York, Pa.
Holton, G. R. 1970 The Genesee Valley Canal. Webster, N.Y. Distributed by Canal Society of New York.
Keyser, S. 1992 Personal Communication, County Historian, Cattaraugus County.
Lantz, S. W. 1984 Distribution of Paleo-Indian projectile points and tools from western Pennsylvania: implications for regional differences. Archaeology of Eastern North America 12:231-247.
Larkin, F. 1880 Ancient Man in America. Miles A. Davis, privately printed, Jamestown, N.Y.
Niemczycki, M. 1987 Late Woodland settlement in the Genesee. Bulletin of the New York State Archaeological Association 95:32-39.
McCauley, J. 1829 History of New York. New York.
E1239.LYN 35 301056 Parker, A. C. 1922 The archeological history of New York. New York State Museum Bulletins 235-8. Albany.
Quilian, W. 1992 Personal Communication, Town Assessor's Office, Olean.
Ritchie, W. A. 1965 The archeology of New York State. Natural History Press, Garden City.
Shank, W. H. 1982 Towpaths to tugboats: a history of American canal engineering. American Canal and Transportation Center, York, Pa.
U.S.G.S. Topographic Quad. Maps 1898 Olean, New York, 7.5 minute series quadrangle. 1938 Olean, New York, 15 minute series quadrangle. 1961 Olean, New York, 7.5 minute series quadrangle. 1961 (photo revised 1980) Olean, New York, 7.5 minute series quadrangle.
Waugh, R. G., Jr. 1980 Canal development in early America (Parts I and II). In Hahn, op. cit., pp. 3-6.
Whitford, N. E. 1906 History of the Canal System of the State of New York- together with brief histories of the canals of the United States and Canada, Vol. n. Supplement to Annual Report of the State Engineer and Surveyor of the State of New York. 1905. Brandow Printing Company, Albany.
Williams, G. 1992 Personal Communication, Engineering Office, City of Olean.
E1239.LYN 36 301057 APPENDIX I
SOIL BORINGS
301058 Appendix I
Key to Boring Log with Elevation
SOIL BORING LOCATION ELEVATION
1 Olean Wholesale 1445.18 2 1442.60 3 1448.11 4 1444.63 5 Olean Steel 1444.54 6 tt it 1442.16 7 1442.68 8 1444.76 9 Olean Clean All 1422.32 10 1423.00 11 1421.33 12 II II M 1423.30 13 Olean Tile 1424.88 14 it ii 1433.72 15 M M 1429.06 16 Mastel Ford 1421.15 17 ii ii 1420.38 18 ti ii 1419.43 19 Schaffer Road 1421.47 20 ii ii 1415.01 21 Griffith Oil 1422.55 22 n n 1421.53 23 Sandburg Oil 1421.04 24 Griffith Oil 1422.04 25 Olean Private Dump 1431.58 26 11 11 1432.46 27 Olean Tile 1440.27 28 Borrow Pit 1410.27 29 Background Borings 1433.24 30 1435.53
E12391YN 301059 Ebasco Services, Inc. Log of Boring Boring Nunber: MW01 Location: S W OF CLEAN WHOLESALE Project: OLEAM WELLFIEU) Project Nwfcer: EPA 8310.543 ~,vate tarted: 11/04/91 Date Completed: 11/12/91 Field Geologist: S. STOWE Elevation: GU Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sanple Depth Blows Recovery Pro- uses Material Collection Cements ID (feet) per 6" Feet file Class Description Tine Date HNu (ppn) 0 NS 6 1.6 OL Brown Organic SILT, Dry 11/04/91 BG 1 7 10 2 12 OWS- 11 1.4 OL Brown Organic SILT, trace cobbles, 11:51 11/04/91 BG MW01- 3 20 dry 01 25 4 23 OWS- 15 1.5 GM Brown GRAVEL and SILT, dry, loose 13:43 11/04/91 BG MW01- 5 25 02 23 N 6 23 OWS- 24 1.7 GM Brown GRAVEL and SILT, dry, loose 13:47 11/04/91 BG MU01- 7 18 _• 03 17 8 17 NS 32 0.8 GM Brown GRAVEL and SILT, dry, loose 11/04/91 BG 9 24 17 10 18 NS 26 1.3 GM Brown GRAVEL and SILT, dry, loose 11/04/91 BG 11 21 17 12 12 NS 12 1.5 GP Brown GRAVEL, little c-f sand. 11/04/91 BG 13 8 silt 10 14 7 OWS- 20 1.1 GP 0-0.8' Brown GRAVEL, little c-f 14:20 11/04/91 BG MW01- 15 16 sand, dry 04 7 SU 0.8-1.1' Brown Fine SAND, saturated 16 8 NS 14 0.2 SP 0-0.1' Brown f SAND, saturated. 11/04/91 0.2 17 8 little gravel, trace silt 7 18 10 ows- 12 1.6 SU Brown Fine SAND, saturated 14:30 11/04/91 BG MU01- 19 4 05 5 20 7 NS 3 1.8 SU Brown Fine SAND, saturated 11/04/91 BG 21 4 5 22 4 ows- 6 2.0 SU Jrown Fine SAND, saturated 14:48 11/04/91 BG MW01- 23 a 06 10 24 7 NS 7 1.6 SU 0-0.3' Brown f SAND, saturated 11/04/91 BG 25 8 0.3-1.0' Grey Clayey SILT, some 13 Pebble, little c-f sand, dry 26 11 27 28 Motes: i ——————————————————————————————————————————————————————————————————————————————————— Sheet: 1 of 4
301060 Ebasco Services, Inc. Log of Boring Boring Number: KW01 Location: S U OF OLEAN WHOLESALE Project: OLEAN WELLFIELO Project Number: EPA 8310.543 Date Started: 11/04/91 Date Completed: 11/12/91 Field Geologist: T. ROLLER; P. MOSS Elevation: GW Depth: Sampling Method: 2" ID SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: DRIVE & WASH Sample Depth Blows Recovery Pro- uses Material Collection Carmen ts ID (feet) per 6M Feet file Class Description Time Date HNu (ppm) 26 NS 26-28' No Spoons 11/07/91 27 28 NS 17 0.8 ML 0.0-0.4' Broun SILT, little pebble 14:15 11/07/91 BG 29 19 0.4-0.8' Grey SILT, little pebble 19 30 21 NS 30-33' No Spoons 11/07/91 31 V 32 NS 33 9 0.7 GU 0.0 - 0.7' GRAVEL, little f-c sand 145:5 11/7/91 (Lost water from 34 20 inner casing) NS 22 35 19 35-38' No Spoons 11/07/91 36 • NS 37 (Second aquifer 3 38 •pprox. 34.0 Ft.) NS 10 0.9 GW 0.0 - 0.9' GRAVEL, some to little 15:45 11/07/91 39 15 m-c Sand, trace cobble 17 40 13 NS 40-43' No Spoons 11/07/91 41 42 43 NS 7 0.1 GM Brown Silty GRAVEL, rounded, hard, 10:47 11/08/91 BG 44 17 wet 15 45 18 45-48' No Spoons 11/08/91 46 NS 47 48 NS 13 0.1 GM Brown Sandy GRAVEL, very stiff, 13:24 11/08/91 BG 49 8 wet 10 50 12 NS 50-53' No Spoons 11/08/91 51 52 53 54 Notes:
Sheet: 2 of 4
301061 Ebasco Services, Inc. Log of Boring Boring Nunber: MW01 Location: S U OF OLEAN WHOLESALE Project: OLEAN UELLFIELD Project Number: EPA 8310.543 Date Started: 11/04/91 Date Completed: 11/12/91 Field Geologist: T. ROLLER Elevation: GW Depth: Sampling Method: 2" ID SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: DRIVE ft WASH Sample Depth Blows Recover Pro- uses Material Collection C carmen ts ID (feet) per 6" Feet file Class Description Time Date HNu (ppm) 53 NS 13 0.1 GM Brown Silty GRAVEL, hard, angular, 14:20 11/08/91 BG 54 19 poorly sorted, wet 15 55 12 NS 55-58' No Spoons 11/08/91 56 57
58 v NS 16 0.1 GM Brown Sandy GRAVEL, angular, 15:25 * 11/08/91 BG 59 30 hard, well sorted, wet 27 60 45 • NS 60-63' Mo Spoons 11/08/91 61 62 63 OVA (ppm) NS 29 0.6 GM 0.0-0.3' m-c GRAVEL, 12:00 11/11/91 BG 64 13 0.3-0.6' f-c GRAVEL, little sand, 20 trace silt 65 14 NS 65-68' No Spoons 11/11/9 66 67 68 NS 20 0.7 GM 0.0 - 0.7' f-c GRAVEL, some to 13:45 11/11/9 BG 69 10 little f-c brown Sand, trace 15 silt 70 13 NS 70-73' No Spoons 11/11/91 71 72
NS 73 30 1.7 GW 0.0-1.0' f-c GRAVEL, some f-c 14:20 11/11/91 BG 50 sand 1.0-1.7' f-c GRAVEL, little 74 28 f-c sand 34 NS 75 75-78' No Spoons 11/11/91 76 77 78 NS 20 1.4 SW 0.0-1.4' f-n Brown SAND 15:07 11/11/91 BG 79 10 15 80 18 80-83' No Spoons 11/11/91
Notes:
I. Sheet: 3 of 4
301062 Ebasco Services, Inc. Log of Boring Boring Umber: MW01 Location: S W OF OLEAN WHOLESALE Project: OLEAN WELLFIELD Project Nunber: EPA 8310.543 ,Jate Started: 11/04/91 Oat* Completed: 11/12/91 Field Geologist: T. ROLLER Elevation: GW Depth: Sampling Method: 2" ID SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: DRIVE I WASH Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date 83 OVA (ppm) NS 30 1.3 SW 0.0-0.3' «-c Brown SAND 15:50 11/11/91 BG 84 28 GW 0.3-1.3' GRAVEL, some f-c 31 Sand 85 24 NS 85-88' No Spoons 86 87 88 ^ NS 25 0.8 GW 0.0-0.3' f-B GRAVEL 09:55 11/12/91 8G 89 35 0.3-0.8' GRAVEL, some f-c 24 Sand 90 26 NS 90-93' No Spoons 91 92 93 NS 17 1.7 ML 0.0-1.5' Brown SILT, some f Sand 10:38 11/12/91 BG 94 23 1.5-1.7' Brown SILT, little to trace 27 brown sand 95 19 NS 35 1.7 ML 0.0-1.7' Brown SILT, trace f 11:02 11/12/91 BG 96 34 brown sand 29 "— " 97 38 NS 97-98' No Spoons 98 NS 15 2.0 ML 0.0-0.7' Grey SILT, trace sand 11:35 11/12/9 BG 99 10 0.7-2.0' Grey SILT a 100 14 End of Boring at 100 Feet.
Notes:
•^ — -Sheet. : 4 of 4
301063 Ebasco Services, Inc. Log of Boring Boring Ncnfcer: MU-02 Location: OLEAN WHOLESALE Project: OLEAN UELLFIEU) Project Nmfcer: EPA 8310.543 Date Started: 11/06/91 Date Completed: 11/06/91 Field Geologist: P. MOSS Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Tine Date HNu CppnO 0 NS 3 1.9 ML Brown SILT, little f sand, stiff. 08:21 11/06/91 No HNu reading 1 6 dry, non plastic, well sorted 6 2 8 NS 2-5' No spoons 11/06/91 3 U NS No HNu reading 5 v 14 1.1 GW Brown Sandy GRAVEL, hard, 08:30 11/06/91 6 30 dry, poorly sorted NS 25 7 22 7-10' No spoons 11/06/91 8 NS 9 10 NS 6 GW Brown Sandy GRAVEL, rounded, 08:53 11/06/91 BG 11 5 dry, hard, poorly sorted 12 12 12 NS 12-15' No spoons 11/06/91 13
14 NS 15 4 1.2 GW Brown Sandy GRAVEL, hard, 09:03 11/06/91 BG 16 6 poorly sorted NS 6 17 7 17-20' No spoons 11/06/91 18 MS 19 20 NS -- 1.1 SP Brown f SAND, wet, 09:15 11/06/91 BG 21 2 loose, well sorted 2 22 3 NS 22-24' No spoons 11/06/91 23 24 NS -- .... SP Brown c-g SAND, very loose, 09:25 11/06/91 BG 25 -- wet, well sorted 1 26 1 27 28 Notes: Water table between 17 to 20 feet.
-I. Sheet: 1 of 1
301064 ' Ebasco Services, Inc. Log of Boring Boring Number: MU-03 Location: OCEAN WHOLESALE Project: CLEAN UELLFIELO Project Nunber: EPA 8310.543 Date Started: 11/14/91 Date Completed: 11/19/91 Field Geologist: T. ROLLER Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H. S. A. Sample (Depth Blows Recovery Pro- uses Material Collection Conmcnts ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS 0-5' No spoons BG=1 1 2 NS 3 4 NS 5 \ 21 0.9 OH-GU 0-.15 Broun SILT, ton* Pebble, 10:01 11/14/91 4 6 23 saturated 0.15-0.9 GRAVEL NS 49 little brown. silt, dry 7 100/2" 7-10' No spoons 8 NS 9 10 NS 17 0.9 GH-ML 0-0.7 GRAVEL, some brown Sand, 10:40 11/14/91 100 11 19 dry, 0.7-0.9 Grey SILT, moist 24 12 5 NS 12-15' No spoons 13 14 NS 15 6 1.2 SW 0-1.2 Brown f SAND, some to 10:58 11/14/91 3 16 10 little Gravel, wet NS 10 17 7 17-20' No spoons 18 NS 19 20 NS 3 2.0 SW Jrown m-f SAND, saturated 11:15 11/14/91 2 21 3 4 22 3 NS 22-25' No spoons 23 24 NS 25 6 0.6 SW-HL 0-0.4 Same as above 11:30 11/14/91 BG 26 8 0.4-0.6 Brown clayey SILT, 10 trace pebble, tight 27 11
Notes: i —————————————————————————————————————————————————————————————————————————————————————————— Sheet: 1 of 4
301065 Ebasco Services, Inc. Log of Boring Boring Nmfcer: MU-03 Location: OLEAN, N. Y. Project: OLEAN WELLFIELD Project Nunber: EPA 8310.5*3 Date Started: 11/14/91 Date Completed: 11/19/91 Field Geologist: T. ROLLER; B. LUTZ Elevation: GW Depth: Sampling Method: Split Spoon Driller: EMPIRE SOILS INC. Dri 1 1 ing Method: H.S.A.; Rotary Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Tine Date OVA (ppm) 27 NS 11 2.0 SW-ML 0-0.7 Brown «-f SAND, 0.7-1.7 11:45 11/14/91 BG 28 13 Brown SALT, trace pebble. 21 saturated, 1.7-2 Brown SILT, some 29 20 Gravel, tight, moist NS 6 0.8 SW-ML 0-0.15 n-f Brown SAND, 0.15-0.8 13:05 11/14/91 BG 30 9 Brown SILT, little to trace 12 pebble, tight 31 17 NS 31-34' No spoons 32 \ 33 NS 34 35 44 0.2 GU 0-0.15 GRAVEL, little sand 11/14/91 BG NS 30 36 30 36-39' No spoons (at 36' change 37 to rotary) NS 38 39 NS 55 1.0 GW 0-1.0 GRAVEL, little sand, moist. 10:15 11/18/91 7.0 (0.3 40 50 brown over BG) 39 41 48 NS 41-44' No spoons 42 43 NS 44 19 0.8 GU 0-0.8 GRWEL, some brown 10:45 11/18/91 6.9 (0.2 45 17 Sand, moist to wet. over BG) NS 25 46 24 46-49' No spoons 47 NS 48 49 NS 19 1.2 GU 0-1.2 GRAVEL and SAND, 11:10 11/18/91 0.4 (0.7 50 17 wet, brown. over BG) 15 51 12 NS 51-54' No spoons 11:35 11/18/91 BG 52 53 54
Notes:
Sheet: 2 of 4
301066 Ebasco Services, Inc. Log of Boring Boring Ninber: MU-03 Location: OCEAN, N. Y. Project: OCEAN UELLF1ELD Project Number: EPA 8310.543 Date Started: 11/14/91 Date Completed: 11/19/91 Field Geologist: B. LUTZ Elevation: GU Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: WASH I DRIVE Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Tine Date OVA (ppnO 54 NS 11 0.5 GW 0-0.5 GRAVEL and SAND, 11:35 11/18/91 BG 55 9 wet, brown. 14 56 14 NS 56-59' No spoons 57 58 NS 59 % 18 0.5 GW 0-0.5 GRAVEL with some 14:35 11/18/91 BG 60 19 sand, brown, saturated. NS 18 61 17 * 61-64' No spoons 62 NS 63 64 NS 20 1.4 GU 0-1.4 GRAVEL and SAND, 15:00 11/18/91 BG 65 16 brownish grey, wet. K 66 22 NS 66-69' No spoons 67 68 NS 69 33 1.4 GU 0-1.4 GRAVEL and SAND, 70 31 trace organ ics, wet, brown NS 30 71 27 71-74' No spoons 72 NS 73 74 NS 23 0.8 GW 0-0.8 GRAVEL, some f-m brown 09:30 11/19/91 BG 75 24 Sand, saturated (change of 20 geologist- 76 23 T. ROLLER) NS 76-79' No spoons 77 78 NS 79 37 0.60 GW 0-0.6 GRAVEL, some f-m brown 09:55 11/19/91 BG 80 43 sand, saturated 50 81 41
Notes:
Sheet: 3 of 4 - 301067 Ebasco Services, Inc. Log of Boring Boring Nutter: KU-03 Location: OCEAN, N. Y. _ Project: OLE AM UELLFIELD Project Mutter: EPA 8310.543 Date Started: 11/14/91 Date Completed: 11/19/91 Field Geologist: T. ROLLER Elevation: GU Depth: Sampling Method: 2" SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: DRIVE t WASH Sample Depth Blows Recover Pro- uses Material Collection Coaments ID (feet) per 6" Feet file Class Description Time Date OVA Sheet: 4 of 4 301068 Ebasco Services, Inc. Log of Boring Boring Number: MW-04 Location: CLEAN STEEL Project: OLEAN WELLFIELD Project Number: EPA 8310.543 Date Started: 11/11/91 Date Completed: 11/11/91 Field Geologist: S. SYOWE Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EHPIRE SOILS INC. Drilling Method: M.S. A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6M Feet file Class Description Time Date OVA (ppnt) 0 NS 2 0.1 .... Nothing in spoon, piece of 11/11/91 BG 1 16 metal stuck at end 11 2 15 NS 22 0.3 ML Broun to black Clayey 11/11/91 BG 3 8 SILT, little cobble, saturated. 6 loose 4 11 OWS- 9 1.3 GW Brown COBBLE and SILT, 10:35 11/11/91 2.6 MW04- 5 22 ML dry, loose X 01 18 6 30 NS 50 1.6 ML-GU Brown SILT, some Cobble, 11/11/91 BG 7 50 mottling, dry, loose 37 8 43 OWS- 20 1.2 GU-ML Brown COBBLE, some Silt, 10:50 11/11/91 2.6 MW04- 9 32 dry, loose 02 35 10 23 OWS- 4 0.4 ML-GU 0-0.2 Brown SILT, some Cobble, 11:00 11/11/91 6.2 MW04- 11 5 moist, loose 0.2-0.4 Blue Clayey 03 4 SILT, some Cobble 12 9 NS 16 2.0 ML 0-0.6 Blue Clayey SILT, trace 11:20 11/11/91 350 13 20 pebble, cobble, moist, medium 26 dense 0.8-2.0 Brown SILT, little 14 12 cobble NS 3 2.0 SP 0-0.6 Brown c SAND, some Granules, 11/11/91 100 15 5 moist, loose 0.6-1.0 Brown COBBLE, 9 ML 1-1.6 Grey f SAND, saturated 1.6-2.0 16 14 Bluegrey SILT, some c-f Sand, ows- 7 1.8 SP Blue grey f SAND, wet. 11:40 11/11/91 3.5 HU04- 17 8 loose 04 10 18 10 NS 3 1.7 SP Broun f SAND, wet, loose 11/11/91 1.5 19 4 4 20 4 OWS- 3 1.4 SP Brown f SAND, wet, loose 11:55 11/11/91 1.0 MW04- 21 1 05 3 22 5 NS 7 1.8 SP Brown f SAND, wet, loose 11/11/91 0.2 23 7 7 24 8 OWS- 1 2.0 SP Brown f SAND, wet, loose 13:45 11/11/91 0.6 MW04- 25 5 06 7 26 8 NS 7 2.0 SP Brown f SAND, little silt, 11/11/91 0.5 27 11 trace granules. Medium to 14 dense 28 15 Notes: Sheet: 1 of 2 301069 Ebasco Services, Inc. Log of Boring Boring Number: MW04 Location: OLEAN STEEL Project: OLEAN UELLFIELD Project Nuifcer: EPA 8310.543 Date Started: 11/11/91 Oat* Completed: 11/11/91 Field Geologist: S. STOUE Elevation: GU Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comnents ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 28 NS 1 0.8 SP 0-0.5 Brown f SAND, little silt, 11/11/91 BG 29 3 ML 0.5-0.8 Brown SILT, little 11 granules, noist, loose 30 16 NS 4 1.0 ML Brown Clayey SILT, little granules, 11/11/91 BG 31 4 trace cobble, moist, tight 12 32 17 NS 27 1.8 ML Brown SILT, some Granules, 11/11/91 BG 33 32 little cobble, c-f sand, dry, * 30 loose 34 45 35 End of Boring at 31.5 Feet. 36 37 38 39 40 I 41 -' 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 Notes: i Sheet: 2 of 2 301070 Ebasco Services, Inc. Log of Boring Boring Member: S8-01 Location: CLEAN WHOLESALE Project: OLEAN UELLFIELD Project Number: EPA 8310.543 Date Started: 11/15/91 Date Completed: 11/15/91 Field Geologist: S. STOWE Elevation: CW Depth: Sampling Method: Split Spoon Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery uses Material Collection Comments ID (feet) per 6" Feet Profile Class Description Time Date OVA (ppm) 0 7 GU-HL 0-0.8 Brown SAND and GRAVEL, little 11:30 11/15/91 BG NS 1 12 1.5 silt, dry, loose, 0.8-1.5 Broun SILT 8 moist, dense, trace organics 2 7 17 SP Brown f SAND, some Silt, little 11/15/91 0.2 NS 3 21 2.0 pebble, trace cobble 30 4 23 17 SP Brown f SAND, some Pebble, 11:50 11/15/91 BG NS 5 30 2.0 Granules, little silt, trace cobble \ 28 6 34 28 SP Brown f SAND, some Pebble , 12:00 11/15/91 BG NS 7 28 2.0 Granules, little silt, trace cobble. 30 very moist, loose, wet at 1.7 ' 8 32 9 SP 0-1.6 Brown f SAND, some to little 12:15 11/15/91 BG NS 9 19 2.0 Pebble, Granules, little silt, trace 33 ML cobble, 1.6-2.0 Brown SILT, little 10 41 sand, moist, medium dense 21 ML Brown SILT, some Gravel, little 11/15/91 0.3 OWS- 11 38 2.0 pebble, trace f sand, dry SB01- 35 01 12 27 SU Brown c-f SAND, some Pebble, 14:00 11/15/91 2.0 NS 13 50/4" 0.5 Granules, little cobble, silt, dry. (not enough reco- loose to medium dense -very for sample) 14 18 su Brown c-f SAND, some Pebble , 14:15 11/15/91 0.8 OWS- 15 18 2.0 Granules, little silt, cobble SB01- 24 02 16 26 36 SU 0-1.6 Brown c-f SAND, some 11/15/91 4.8 OWS- 17 30 2.0 Pebble Granules, little silt. SB01- 25 cobble, moist, loose, 1.6-2.0 Br. 03 18 24 SILT, wet, medium dense 39 sw 0-0.4 COBBLE, dry, 0.4-1.4 Brown 11/15/91 0.1 NS 19 38 1.4 c-f SAND, some Pebble, little 29 granules, trace cobble, silt, moist 20 17 to wet, loose 11 sw SAME AS ABOVE, wet. 11/15/91 BG NS 21 23 1.5 loose 40 22 36 38 sw SAME AS ABOVE, saturated 11/15/91 BG NS 23 35 1.5 23 24 14 25 End of Boring at 24 Feet. 26 27 28 Notes: Sheet: 1 of 1 301071 Ebasco Services, Inc. Log of Boring • Boring Number: SB-02 Location: CLEAN WHOLESALE Project: OLEAM WELLFIELO Project Umber: EPA 8310.543 Date Started: 11/18/91 Date Completed: 11/18/91 Field Geologist: S. STOWE Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Tine Date OVA (ppm) 0 NS 9 1.0 ML Brown SILT, trace organics, noist. 11/18/91 BG 1 12 medium dense 15 2 13 OWS- 11 2.0 ~ SU 0-1.5 Brown SAND, little silt, 10:15 11/18/91 5.0 SB02- 3 14 pebble, trace cobble, noist to wet. 01 16 ML 1.5-2.0 brown SILT, little pebble, 4 16 trace f sand, cobble, noist NS 12 2.0 ML Brown SILT, little pebbles, trace 10:30 11/18/91 BG 5 26 cobble, noist, nediun dense \ 30 6 25 NS 7 1.0 GU Brown COBBLES, some c-f 11/18/91 0.1 7 22 Sand, little silt, dry, loose 18 8 20 NS 14 1.2 SU Broun c-f SAND, some 10:45 11/18/91 1.4 9 17 granular pebbles, little silt, 18 pebble, dry to noist, medium dense 10 23 NS 18 1.0 SU Brown c-f SAND, some granular 10:55 11/18/91 1.4 (Not enough 11 18 Pebble, little, silt, cobble, noist, recovery to take 18 medium to loose geotech sample) 12 21 NS 10 0.3 SU SAME AS ABOVE 11/18/91 0.4 13 40 50 14 45 OWS- 19 '1.2 SU SAME AS ABOVE, dry 11:20 11/18/91 5.0 SB02- 15 20 02 19 16 17 OWS- 20 1.2 SU SAME AS ABOVE 11:30 11/18/91 2.2 SB02- 17 18 03 26 18 94 NS 27 1.3 SU SAME AS ABOVE, moist 11/18/91 1.8 19 30 to wet 30 20 39 NS 25 1.3 ML Brown SILT, some Pebble, little 11/18/91 2.2 21 50/5" gravel, sand, trace clay. moist, medium dense 22 NS 7 0.4 ... SHELBY TUBE 11/18/91 (Shelby tube was 23 10 crushed at end 19 only 0.4 ft. 24 37 recovery) 25 End of Boring at 24 Feet. 26 27 28 Notes: Sheet: 1 of 1 ' 301072 1 Ebasco Services, Inc. Log of Boring Boring X tuber: SB-03 Location: N. OF OLEAN WHOLESALE Project: OLEAN WELLFIELO Project Umber: EPA 8310.543 Date Started: 11/04/91 Date Completed: 11/04/91 Field Geologist: P. MOSS Elevation: GU Depth: 25.5 FT. Sampling Method: Split Spoon Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID Sheet: 1 of 1 301073 Ebasco Services, Inc. Log of Boring Boring Number: SB-04 Location: N. OF GARAGE KEHIND OLEAN Project: CLEAN UELLFIELD Project Number: EPA 8310.543 Date Started: 11/06/91 Date Completed: 11/06/91 Field Geologist: S. STOWE Elevation: GU Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date HNu (ppm) 0 NS 10 1.2 FILL 0-0.5 Fill (loose, dry SAND), 11/06/91 BG 1 17 OL 0.5-1.2 Brown SILT (organic), 8 some Gravel, little sand 2 5 NS 6 1.9 ML 0-1.1 Brown SILT, some Sand, little 11/06/91 BG 3 8 SM gravel, dense, Moist, 1.1-1.9 Brown 13 f SAND, little silt, trace granules 4 15 NS 4 1.5 ML Brown SILT, sane black and rust 11/06/91 BG 5 9 mottling, little f sand, trace \ 13 gravel, Moist, loose 6 15 OWS- 21 1.8 ML 0-0.4 Brown SILT, trace clay loose. 11:00 11/06/91 0.2 SB04- 7 35 SU moist 0.4-0.7 Brown m SAND loose, 01&02 50/2" CM moist, 0.7-1.8 Brown GRAVEL and 8 SILT, some-little f sand NS 29 1.5 CM Brown subangular GRAVEL, little 11/06/91 BG 9 19 silt, loose, dry 30 10 27 OWS- 36 1.6 CM Brown angular to subangular 11:30 11/06/91 0.2 SB04- 11 44 GRAVEL and SILT, little c-f sand. 03 40 trace gravel, loose, dry 12 44 NS 20 0.7 ML Jrown SILT, some Gravel, granules. 11/06/91 BG 13 22 little c-f sand, loose, dry 14 14 15 NS 23 0.9 ML SAME AS ABOVE 11/06/91 BC 15 25 27 16 31 OUS- 29 1.4 ML-GM Brown SILT and GRAVEL, dense, dry 11:55 11/06/91 BG SB04- 17 27 04 25 18 31 NS 20 0.4 HL Broun SILT, moist, medium dense. 11/06/91 BG 19 22 little gravel, granules, sand 17 20 15 NS 6 0.4 ML Brown SILT, moist, loose, little 11/06/91 BG 21 13 gravel, granules, sand 7 22 8 NS 8 2.0 ML 0-0.3 Brown SILT, moist, loose. 11/06/91 BG 23 8 SU little gravel, granules, sand 7 0.3-2.0 Brown f SAND (W), 24 12 saturated 25 End of Boring at 24 Feet. 26 27 28 Notes: Sheet: 1 of 1 301074 ^^ i ____ Ebasco Services, Inc. Log of Boring Boring Number: SB-OS Location: CLEAN STEEL Project: OLEAM WELLF1ELD Project Number: EPA 8310.543 Date Started: 11/12/91 Date Completed: 11/13/91 Field Geologist: S. STOUE Elevation: GU Depth: Stapling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Tine Date OVA (ppm) 0 NS 25 0.8 ML Brown SILT, trace pebble, wet, 11/12/91 0.2 1 28 mediin dense 38 2 35 NS 18 2.0 CM Brown SILT and COBBLES, some 16:00 11/12/91 BG 3 42 Granules, little f-c sand. 45 moist, loose 4 36 NS 31 1.6 GM SAME AS ABOVE 16:3,5 11/12/91 BG 5 32 37 6 32 NS 26 2.0 GM SAME AS ABOVE 16:45 11/12/91 2.6 7 28 32 8 42 NS 24 1.4 GM 0-1.0 Brown SILT, some Cobble, 09:25 11/13/91 2.6 9 24 moist, medium dense, 1.0-1.4 Brown 21 c-f SAND and GRAVEL, little silt, 10 25 trace cobble OWS- 10 1.8 SU 0-1.4 Brown c-f SAND and GRANULES, 09:40 11/13/91 2.8 SB05- 11 13 little silt, trace cobble, 1.4-1.8 01 13 Brown SILT, little c-f sand, cobble, 12 22 moist, medium dense NS 19 1.8 SW Brown c-f SAND and GRAVELS, little 11/13/91 BG 13 22 silt, cobble, moist, medium dense 29 14 30 ows- 19 1.7 SM Brown c-f SAND and SILT, some 09:55 11/13/91 3.2 SB05- 15 27 Granules, little cobble, moist. 02 33 loose 16 32 NS 32 2.0 SU Brown c-f SAND and GRANULES, some 11/13/91 BG 17 49 to little cobble, little to trace 33 silt, moist, loose 18 24 OUS- 18 1.6 SU 0-1.2 Brown c-f SAND and GRANULES, 10:55 11/13/91 6.2 SB05- 19 14 little cobble, trace silt, moist. 03 13 loose 1.2-1.6 Brown SILT, 20 11 saturated, loose NS 17 0.1 SM Brown c-f SAND, some Silt, 11/13/91 4.8 21 19 saturated, medium dense 22 22 16 NS 16 1.2 SP Brown f SAND, saturated, loose 11/13/91 BG 23 17 17 24 16 End of Boring at 24 Feet. 25 26 27 28 Notes: 301075 Ebasco Services, Inc. Log of Boring Boring Number: SB-06 Location: OCEAN Project: OLEAN UELLFIELD Project Number: EPA 8310.543 (Date Started: 11/07/91 Date Completed: 11/07/91 Field Geologist: P. MOSS Elevation: GW Depth: 17.5 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS 22 1.2 CM Brown Sandy Silty GRAVEL, 13:20 11/07/91 0 1 26 rounded, dry, hard, poorly 28 sorted 2 29 NS 45 0.7 CM SAME AS ABOVE 13:25 11/07/91 0 3 50/4" (Auger Refusal) 4 NS 11 1.2 GM Gravelly SILT, dry, very stiff, 13:51 11/07/91 0.6 5 14 poorly sorted S 11 6 10 NS 8 2.0 SM brown Silty SAND, wet, dense, well 13:55 11/07/91 0.3 7 8 sorted 7 8 6 OWS- 8 1.2 GM Silty Sandy GRAVEL, dry, hard, 14:10 11/07/91 3.5 S806- 9 22 poorly sorted 01 39 10 29 ows- 10 1.6 GM Silty Sandy GRAVEL, noist, hard, 14:17 11/07/91 3.4 SB06- 11 17 poorly graded 02 16 12 16 NS 14 0.8 GM Silty Sandy GRAVEL, noist. hard, 14:23 11/07/91 0.1 13 8 angular to subangular, poorly 7 sorted 14 6 NS 4 1.9 GM 0-1.0 Same as Above, 1.0-1.4 Brown 14:32 11/07/91 1.2 15 9 SW SAND, moist, well sorted 6 16 6 OWS- 6 2.0 SW Brown f-g SAND with f Gravel at the 14:39 11/07/91 2.7 SB06- 17 5 top, wet, dense 03 4 18 11 NS 2.0 SW f-g SAND, wet, very loose, well 14:52 11/07/91 0 19 sorted 20 End of Boring at 20 Feet. 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301076 Ebasco Services, Inc. Log of Boring Boring Ninber: SB -07 Location: CLEAN STEEL Project: CLEAN WELLFIELD Project Ninber: EPA 8310.543 Date Started: 11/H/91 Date Completed: 11/H/91 Field Ceologist: S.STOWE Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection C owner, ts ID ' (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS 5 0.9 ML 0-0.2 Brown SILT, trace organics, 11/14/91 BG 1 18 SW moist, loose, 0.2-0.9 Brown SAND 15 and GRAVEL, littlt *ilt,a»ist 2 7 to wet, loose, NS 4 0.0 - .... No Sample 11/14/91 ... 3 6 14 4 18 NS 14 1.6 GW 0-1.2 Brown c-f SAND and Pebble, 14:25 11/14/91 BG 5 23 little silt and gravel, dry, loose * 25 1.2-1.6 COBBLE 6 38 NS 25 1.4 GU 0-1.0 Browrj c-f SAND, some 14:30 11/14/91 0.4 7 40 Pebble, little cobble, silt, dry. 40 loose, 1.0-1.4 COBBLE 8 32 OWS- 16 1.8 CM 0-1.8 Brown SILT and COBBLE, little 14:42 11/14/91 4.2 SB07- 9 18 c-f sand, moist, loose to mediun 01 20 dense OWS- 10 20 SB07- 25 1.7 CM Brown SILT, come to little Cobble, 14:55 11/14/91 4.6 02 11 33 little granules, c-f sand, moist, 16 loose to medium dense 12 15 NS 12 1.6 sin Brown c-f SAND, some Silt, little 15:05 11/14/91 1.2 13 27 pebble, trace cobble, moist, mediin 12 to loose dense 14 12 NS 10 1.1 SU irown c-f SAND, some Granules, 15:14 11/14/91 1.8 15 23 trace silt, moist, loose 16 16 14 OWS- 11 0.8 SW Brown c-f SAND, some Granules', 15:20 11/14/91 2.8 SB07- 17 13 little silt, trace cobble, wet. 03 10 loose 18 16 NS 9 1.6 SW Jrown c-f SAND, some Granules, 11/14/91 BG 19 5 little silt, trace cobble, wet, 9 loose 20 14 NS 3 1.2 SW Brown c-f SAND, some Granules, 11/14/91 0.7 21 9 trace pebble, little silt, wet, 12 loose 22 10 End of Boring at 22 Feet. 23 24 25 26 27 28 Notes: Sheet: 1 of 1 - 301077 Ebasco Services, Inc. Log of Boring Boring Number: SB-08 Location: CLEAN STEEL Project: OLEAN WELLFIELO Project Number: EPA 8310.543 Date Started: 11/14/91 Date Completed: 11/U/91 Field Geologist: S.STOUE Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Tiae Date OVA (ppm) 0 OVS- 27 1.6 FILL Brown SILT, six pieces of 09:30 11/14/91 410 SB08- 1 20 ceramic tile, mist, loose 01 20 to Medium dense OUS- 2 15 SB08- 7 1.6 SP Brown f SAND, moist, loose 09:45 11/14/91' 220 02 3 12 22 it 25 NS ...... SHELBY TUBE SAMPLE 09i50 11/14/91 .... 5 6 NS 20 1.7 GH Brown COBBLE, some Silt, little c-f 11/14/91 3.0 7 28 sand, granules, moist, loose to 30 medium dense 8 21 NS 15 1.6 GM Brown SILT and to some Cobble, 10:15 11/14/91 3.2 9 26 little c-f sand, moist, loose 22 10 25 NS 28 1.4 CM SAME AS ABOVE, noist, loose 11/14/91 1.8 11 28 22 12 26 NS 25 1.8 SW Brown c-f SAND, some Gravel, little 11/14/91 0.8 13 20 silt, granules, moist, loose 22 14 17 NS 19 1.4 SW SAME AS ABOVE 11/14/91 0.8 15 17 22 16 31 NS 26 2.0 SW SAME AS ABOVE 11/14/91 0.5 17 30 32 18 29 NS 13 2.0 SH Brown c-f SAND, some Silt, little 11:35 11/14/91 3.8 19 11 cobble 11 20 11 OWS- 8 1.8 SM Brown c-f SAND, some Silt, little 11:50 11/14/91 6.0 SB08- 21 13 pebble, granules, cobble, silt, 03 11 moist till 1.2, 1.2-1.8 saturated 22 12 23 End of Boring at 22 Feet. 24 25 26 27 28 " Notes: Sheet: 1 of 1 301078 1 Ebasco Services, Inc. Log of Boring Boring Number: SB-09 Location: CLEAN STEEL Project: OLEAN UELLFIELD Project Number: EPA 8310.543 Date Started: 12/03/91 Date Completed: 12/04/91 Field Geologist: A. WARNER Elevation: GW Depth: 6-8 FT. Sampling Method: 3" 00 Split Spoon, HO Ib hammer Driller: EMPIRE SOILS INC. Drilling Method: 4.25" ID H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS 16 1.2 FILL Brown and Black GRAVEL, some 13:33 12/03/91 5 1 17 301079 Ebasco Services, Inc. Log of Boring Boring Number: SB-10 Location: OLEAN Project: OLEAN WELLFIELO Project Number: EPA 8310.543 Date Started: 12/02/91 Date Completed: 12/03/91 Field Geologist: A. UARNER Elevation: GU Depth: 26.0 FT. Sampling Method: 3" 00 Split Spoon, HO Ib hammer Driller: EMPIRE SOILS INC. Drilling Method: 4.25* ID H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS NA FILL 0-0.25 Asphalt. 0.25-2.0 Broun NA NA (Observations 1 GP GRAVEL, some f-c Sand and from cuttings) clayey Silt, damp 2 OWS- 30 1.4 ML Mottled grey brown black and 13:40 12/02/9 50 SB10 3 20 orange-brown Clayey SILT, little 01 16 gravel, trace f-c sand, damp 4 12 NS 2 0.7 CL Mottled grey and black Silty 13:49 12/02/9 6 5 4 CLAY, little gravel and f-c \ (no geotech 6 sand, moist sample taken) 6 7 OUS- 3 1.8 CL Mottled grey .brown and rust-brown 14:02 12/02/9 3 SB10 7 20 Silty CLAY, some Gravel, trace f-c 02 23 sand, moist a 7.8 ft 8 30 ous- 20 1.8 CL Mottled brown and rust-brown 14:18 12/02/9 1 S810 9 36 GP Silty CLAY and GRAVEL, little f-c 03 28 sand, damp 10 38 NS 18 1.8 CL Brown Silty CLAY and GRAVEL, 14:28 12/02/9 1.5 11 34 GP little little f-c sand, damp 35 12 41 NS 24 1.7 CL light Brown Silty CLAY 14:44 12/02/9 0 13 26 GP and GRAVEL, trace f-c sand, damp 32 14 18 NS 12 1.5 CL Grey-brown Silty CLAY and 14:56 12/02/9 0 15 13 GP GRAVEL, trace f-c sand, moist 17 16 23 NS 12 1.2 CL light Grey brown Silty CLAY and 15:12 12/02/9 0 17 14 GP GRAVEL, trace f-c sand, damp (one geotech 17 sample taken) 18 21 NS 9 0.9 CL light Grey brown Silty CLAY, some 15:31 12/02/9 0 19 12 Gravel, trace f-c sand, moist (one geotech 17 sample taken) 20 21 NS 9 0.5 CL Grey brown Silty CLAY, some Gravel 15:41 12/02/9 0 21 12 trace f-c sand, moist (no geotech 110 sample taken) 22 22 NS 6 0.7 CL Grey brown Silty CLAY, some Gravel 16:03 12/02/9 0 23 7 trace f-c sand, moist (no geotech 8 sample taken) 24 11 NS 6 1.4 CL light Brown Silty CLAY, some 08:55 12/03/9 0 25 7 Gravel, trace f-c sand, moist at 9 26 ft 26 21 NS 6 1.8 SP light Brown f-m SAND, little silt, 09:05 12/03/9 0 27 7 trace c sand and gravel, saturated (no sample 7 taken) 28 7 End of Boring at 28 Feet. " otes: End of borina at 28 fe«t. water first encountered at 26 feet. Sheet: 1 of 1 301080 Ebasco Services, Inc. Log of Boring Boring Number: SB-11 Location: CLEAN CLEAN ALL Project: CLEAN WELLFIELD Project Number: ERA 8310.543 Date Started: 12/04/91 Date Completed: 12/04/91 Field Geologist: A. WARNER Elevation: GU Depth: 13 ft. Sampling Method: 3" CD Split Spoon, 140 Ib hammer Driller: EMPIRE SOILS IKC. Drilling Method: 4.25" ID M.S. A. Sample Depth Blows Recover Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppre) 0 NS 42 1.5 Fill Brown GRAVEL, little silty 14:43 12/04/91 0-0.2 1 35 (CO clay and f-s sand, damp 30 damp. 2 18 _ NS 18 1.6 Fill Grey and black Silty CLAY, 14:50 12/04/91 80 3 9 (CL) some f-s Sand and Gravel, 8 noist 4 4 4 CL 15:00 12/04/91 8 OWS- 0.9 Mottled grey and brown % SB11- 5 3 Silty CLAY, little gravel, trace 01 10 f-c sand, moist 6 7 OVS- 9 1.6 CL Mottled grey- and brown 15:08 12/04/91 100 SB11- 7 3 Silty CLAY, some gravel, trace 02 11 f-c sand, moist to wet, not 8 24 saturated ous- 24 0.4 CL Mottled grey and brown Silty 15:20 12/04/91 10 SB11- 9 29 CLAY, little f-c sand and 03 31 gravel, moist 10 38 NS 15 2.0 CL tight Brown Silty CLAY and 15:32 12/04/91 6 11 21 GC GRAVEL, trace f-c sand, damp 23 12 28 NS 25 2.0 CL-GC Grey-brown Silty CLAY and GRAVEL, 15:43 12/04/91 20 13 30 SW damp 1.2-1.8 Brown f SAND, (No samples- 34 with SILT and GRAVEL, saturated in water table) 14 46 1.8-2.0 Grey-brown Silty CLAY and GRAVEL, dense 15 END OF BORING AT 14.0 FEET. 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Corrected for VGA's only; Water table from 12.2 to 13.8 feet. Sheet: 1 of 1 301081 Ebesco Services, Inc. Log of Boring Boring Number: SB- 12 Location: OLEAN, N. Y. Project: OLEAN UELLF1ELD Project Number: EPA 8310.543 Date Started: 12/05/91 Date Completed: 12/05/91 Field Geologist: A. WARNER Elevation: GW Depth: 27 ft. Sampling Method: 3" 00 Split Spoon, HO Ib hammer Driller: EMPIRE SOILS INC. Drilling Method: 4. 25" ID H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (pprn) 0 NS 6 1.2 Fill Brown Silty CLAY, little 12:49 12/05/91 0 1 3 gravel, trace f-c sand and 3 organic natter, moist 2 2 NS 6 0.8 Fill light Brown to brown Silty CLAY, 12:53 12/05/91 0 3 10 little gravel, cinders, trace f-c 10 sand, moist 4 12 NS 7 1.1 ML Mottled light brown and rust-orange 13:01 12/05/91 5 5 6 Clayey SILT, damp \ 8 6 9 NS 5 1.6 ML Mottled light brown, grey and rust 13:04 12/05/91 10 7 3 -orange Clayey SILT, trace f sand 6 and organic matter, moist 8 9 NS 12 1.8 CL Mottled dark brown and rust-orange 13:16 12/05/91 6 9 15 Silty CLAY, some Gravel, damp. 23 trace f-c sand 10 23 OWS- 12 1.5 CL-GC light Brown Silty CLAY and 13:29 12/05/91 1000 S812- 11 21 GRAVEL, trace f-c sand, damp 01 26 12 29 OUS- 25 2.0 CL-GC light Brown Silty CLAY and 13:43 12/05/91 100 S812- 13 30 GRAVEL, trace of f-c sand, damp 02 18 U 44 NS 21 2.0 GC-CL light Grey brown GRAVEL and 14:05 12/05/91 1000+ 15 26 Silty CLAY trace f-c sand, damp (Begin level 29 C respiratory) 16 43 NS 100/5" 0.4 GC-CL light Grey brown Silty CLAY and 14:12 12/05/91 700 17 GRAVEL, trace f-c sand, Siltstorj fragment at end 18 NS 16 1.6 CL-GC light Grey brown Silty CLAY and 14:36 12/05/91 4 19 24 GRAVEL, trace f-c sand, damp 28 20 30 ous- 14 1.4 CL-GC light Grey brown Silty CLAY and 14:48 12/05/91 0 SB12- 21 15 GRAVEL, trace f-c sand, damp 03 21 22 24 NS 25 1.0 CL-GC light Grey brown Silty CLAY and 14:55 12/05/91 8 23 27 GRAVEL, trace f-c sand, damp 100/5" 24 NS 13 0.0 Cl-GC Ho recovery 15:25 12/05/91 (No recovery) 25 12 23 26 26 NS 28 0.9 CL light Brown Silty CLAY, 15:31 12/05/91 6 27 34 some gravel, little f-c sand. 38 saturated 28 52 End of boring at 28.0 ft. Notes: Groundwater encountered at 27 ft. Sheet: 1 of 1 301082 Ebasco Services, Inc. Log of Boring Boring Hunker: SB-13 Location: CLEAN. N. Y. Project: OCEAN UELLFIELD Project Number: EPA 8310.543 Date Started: 11/20/91 Date Completed: 11/20/91 Field Geologist: S. STOUE Elevation: CW Depth: Sampling Method: SPLIT SPOON Dri Her: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 MS 5 2.0 FILL 0-0.5 Br SILT, loose, *»ist, trace 09:35 11/20/91 0.3 1 7 org. 0.5-1.4 dark Br SILT(ash) SILT, 10 little silt, pebble, tile, 1.4-2 Br 2 13 SILT, some pebble, Uttle c-f sand OWS- 20 2.0 ML-GP Brown SILT, some course and fine 09:55 11/20/91 >20 SB13- 3 11 gravel, moist 01 18 4 24 OUS- 4 1.6 ML-GP 4-5 SAME AS ABOVE 10:10 11/20/91 2.2 SB13- 5 7 SP 5-6 Brown f SAND, saturated. \ 02 8 loose 6 9 OWS- 6 1.2 SP Brown f Gravelly SAND, 10:30 11/20/91 21 SB13- 7 10 saturated. 03 22 8 23 MS 9 2.0 GM-HL Brown Gravelly SILT, moist 11/20/91 BG 9 19 22 10 27 NS 8 1.4 GH-HL SAME AS ABOVE 11/20/91 0.4 11 18 30 12 30 NS 18 1.2 GM-HL SAME AS ABOVE 11/20/91 BG 13 38 50/4" 14 NS 10 1.5 GM-ML 14-15 Same as above 11/20/91 0.6 15 15 15-16 Brown f Gravelly Silty SAND, 25 saturated 16 28 NS 16 1.3 SP 16-17.2 Brown f Gravelly SAND, 11/20/91 BG 17 25 GM-ML saturated 17.2-18 Brown Gravelly i:8 SILT, saturated 18 34 19 End of Boring at 18 Feet. 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301083 Ebasco Services, Inc. Log of Boring Boring Murber: SB-14 Location: OLEAN TILE-WEST PARKING, CLEAN Project: OLEAN WELLFIELD Project Number: EPA 831 0.543 Date Started: 11/21/91 Oat* Completed: 11/21/91 Field Geologist: T. ROLLER Elevation: GW Depth: 17 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS .... FILL No split spoon, asphalt ---- 11/21/91 .... 1 2 NS 49 1.5 ML Brown SILT, some-little Gravel, 12:57 11/21/91 BG 3 51 dry (3 in. spoon) 54 4 56 NS 22 1.6 ML SAME AS ABOVE 13:08 11/21/91 BG 5 38 \ 44 6 99 ous- 50 1.2 ML SAME AS ABOVE 13:20 11/21/91 0.2 SB14- 7 25 (2 in. spoon) 01 26 8 25 NS 54 1.8 ML SAME AS ABOVE 13:30 11/21/91 0.1 9 126 (3 in. spoon) 64 10 39 OWS- 14 1.7 ML Brown SILT, little pebble, moist 13:36 11/21/91 0.6 SB14- 11 20 (2 in. spoon) 02 20 12 21 OWS- 18 1.8 ML-SM 0-0.7 dark Brown SILT, little 13:52 11/21/91 2.0 SB14- 13 26 pebble, moist 0.7-1.8 Brown (3 in. spoon) 03 28 median SAND, some to little 14 38 silt, wet NS 9 1.1 SH 0-0.5 Brown • SAND, some to 14:00 11/21/91 BG 15 15 little silt, moist, 1.0-1.1 Brown (2 in. spoon) 18 SILT, wet 16 21 NS 8 1.7 SM Brown SAND, some Silt, 14:09 11/21/91 BG 17 13 saturated (3 in. spoon) 17 18 22 19 End of Boring at 18 Feet. 20 21 22 23 24 25 26 27 28 Notes: — Sheet: 1 of 1 ' Ebasco Services. Inc. Log of Boring Boring Number: SB- 15 Location: AMERICAN OLEAN TILE ., Project: OLEAN WELL FIELD Project Number: EPA £510.543 Date Started: 11/20/91 Date Completed: 11/20/91 Field Geologist: S. STOUE Elevation: GU Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments 10 (feet) per 6" Feet file Class Description Time Date OVA (ppn) 0 NS 1 1.6 FILL 0-0.5 Brown SILT, trace organics. 14:30 11/21/91 BG 1 10 moist, 0.5-1.3 Brown SILT, little 14 pebble, trace gravel, dry, medium 2 17 dense, 1.3-1.6 Crushed Tile (fill) NS 17 1.5 ML Brown SILT, little pebble, trace 14:40 11/21/91 BG 3 19 gravel, dry, Medium dense 25 4 30 NS 15 1.3 ML 0-0.8 Sane a* above, 0.8-1.3 14:50 11/21/91 BG 5 25 GU GRAVEL, dry, loose V 30 6 47 OWS- 19 0.8 ML Brown SILT, Uttle pebble. 15:00 11/21/91 0.2 SB15- 7 16 trace gravel, dry, medium dense 01 21 8 17 NS 10 2.0 ML SAME AS ABOVE 15:10 11/21/91 0.1 9 12 14 10 17 OWS- 9 1.2 ML Brown SILT, little pebble, little 15:20 11/21/91 4.0 SB15- 11 21 to trace gravel, dry, medium 02 17 dense 12 14 ' NS 15 1.4 ML SAME AS ABOVE 11/21/91 BG 13 21 22 14 21 NS 10 1.5 ML Brown SILT, little pebble, trace 11/21/91 0.1 15 12 clay, gravel, moist, medium dense 13 16 17 NS 24 1.15 ML SAME AS ABOVE 11/21/91 0.1 17 17 28 18 47 NS 6 0.5 ML SAME AS ABOVE 15:45 11/21/91 BG 19 11 20 20 18 NS 6 1.1 ML Brown SILT, little pebble, trace 15:50 11/21/91 0.1 21 10 clay, gravel, moist, medium dense (duplicate sample 12 taken) 22 13 OUS- 26 1.6 ML SAME AS ABOVE 16:05 11/21/91 1.0 SB15- 23 17 (duplicate sample 03 18 taken) 24 21 NS 2 0.9 ML SAME AS ABOVE 11/21/91 0.1 25 8 10 26 11 NS 15 .... ML SAME AS ABOVE, saturated 11/21/91 0.1 27 13 27 28 19 End of Boring at 28 Feet. I Notes: Sheet: 1 of 1 301085 Ebasco Services, Inc. Log of Boring Boring Number: SB-16 Location: MASTER FORD, OLEAN Project: OLEAN WELLFIELD Project Number: EPA 8310.543 Date Started: 11/19/91 Date Completed: 11/19/91 Field Geologist: S. STOUE Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS 6 0.9 FILL Broun SILT, some Pebble, little 11/19/91 0.4 1 6 gravel, trace organics, moist, 2 medium dense, (Fill) 2 3 OWS- 2 1.8 ML 0.0-1.0 darkbrown SILT, trace 01:55 11/19/91 BG SB16- 3 2 organics, loose, moist, 1-1.8 01 6 Brown SILT, little pebble. 4 13 moist, dense OWS- 20 1.7 ML 0-1.7 Brown SILT , little pebble 02:20 11/19/91 BG SB16- 5 31 granules, moist to dry, dense s 02 34 6 50 NS 50/5" 0.5 ML Brown SILT, little pebble. 11/19/91 1.2 7 c-f sand, moist, medium dense (not enough recovery to take 8 sample) OVS- 7 2.0 SU Brown c-f SAND, some Granules, 02:30 11/19/91 20 SB16- 9 24 little silt, gravel, moist to wet. 03 24 loose 10 11 NS 10 1.6 SW 0-0.9 Grey c-f SAND and GRAVEL, 11/19/91 2.6 11 15 some Pebble, little granules, silt. 27 saturated, loose 12 34 13 End of Boring at 12 Feet. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301086 Ebasco Services, Inc. Log of Boring Boring Nunber: SB-17 Location: OLEAN WELL FIELD Project: OLEAN WELLFIELD Project Number: EPA 8310.543 Date Started: 11/21/91 Date Completed: 11/21/91 Field Geologist: S. STOWE Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: M.S. A. Sample Depth (Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 OWS- 9 1.3 FILL Broun SILT, some to little Pebble, 13:50 11/21/91 0.5 SB17- 1 10 broken tile, little c-f sand, (no geotech 01 10 moist, medium dense sample 2 13 taken) MS 10 0.3 ML Brown SILT, little pebble, broken 11/21/91 0.3 3 50/3" ceramic, c-f sand, noist. medium sand 4 OWS- 10 2.0 ML Grey SILT, rust colored, mottling, 14:00 11/21/91 0.2 SB17- 5 12 trace pebble, clay, moist, medium «, 02 14 dense 6 20 OUS- 21 2.0 ML Grey SILT, rust colored, mottling, 14:20 11/21/91 2.2 SB17- 7 34 little f sand, moist to wet, loose 03 34 8 48 MS 24 1.8 SP Grey f SAND, little silt, saturated, 11/21/91 2.6 9 40 loose 38 10 48 11 End of Boring at 10 Feet. 12 13 i 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 '01087 Ebasco Services, Inc. Log of Boring Boring Number: SB-18 Location: MASTER FORD, OLEAN Project: OLEAN UELLFIELD Project Number: EPA 8310.543 Date Started: 11/22/91 Date Completed: 11/22/91 Field Geologist: S. STOWE Elevation: GU Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: M.S. A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA(ppn) 0 ows- 4 1.0 ML 0-0.3 dark Brown SILT, little 09:05 11/22/91 14 SB18- 1 4 or g., 0.3-0.6 dark brown black SILT, 01 6 moist, loose, strong petroleum smell 2 8 0.6-1 Br SILT, tr. clay, moist OUS- 8 2.0 ML Brown SILT, trace clay, mottled. 09:10 11/22/91 10 SB18- 3 6 petroleum smell, moist, (duplicate sample 02,020 8 medium dense taken) 4 7 NS 4 2.0 ML Brown SILT, some c-f Sand, 09:20 11/22/91 3.2 5 6 little gravel, saturated, loose V 7 6 10 NS 10 1.2 ML Brown SILT, some c-f sand. 11/22/91 1.2 7 12 little gravel, saturated, loose 9 8 9 NS 4 2.0 ML 0-0.5 SAME, 0.5-1.0 Brown SILT, c-f 09:30 11/22/91 9.2 9 7 sand, little gravel, granules, 6 aebble, moist, medium dense, 1-2 Br 10 8 SILT, little gravel, moist, medium NS 3 1.3 ML SAME AS ABOVE 11/22/91 2.1 11 6 9 12 13 OWS- 10 0.8 ML SAME AS ABOVE 09:40 11/22/91 42 SB18- 13 15 , °3 19 14 14 NS 5 1.0 ML SAME AS ABOVE, saturated 11/22/91 7.9 15 8 12 16 14 17 End of Boring at 16 Feet. 18 19 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301088 Ebasco Services, Inc. Log of Boring Boring Number: SB-19 Location: FAY AVE., CLEAN Project: OLEAN UELLFIELO Project Member: EPA 8310.543 Date Started: 12/02/91 Date Completed: 12/02/91 Field Geologist: P. MOSS Elevation: GU Depth: 7.5 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA(ppm) 0 NS 5 0.9 CM Brown GRAVELLY SILT, pocnded 10:08 12/02/91 25 1 6 gravels, trace wood fragments, (no 16 oz. jar 50/3" moist sampled) 2 OWS- 4 1.0 CM Brown GRAVELLY SILT, moist, 10:27 12/02/91 15 SB19- 3 3 trace wood fragments, brick (no 16 oz. jar 01 2 sampled) 4 2 OUS- 4 1.6 CH Brown CLAYEY SILT, trace 10:30 12/02/91 28 SB19- 5 3 sand and gravel, high plasticity \ 02 2 trace wood fragments 6 3 OWS- 3 2.0 CH Grey-Black SILTY CLAY, high 10:50 12/02/91 250 SB19- 7 2 plasticity, oil smell, wet 03 2 8 2 9 End of Boring at 8 Feet. 10 11 12 13 U 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301089 Ebasco Services, Inc. Log of Boring Boring Number: SB-20 Location: FAY AVE., CLEAN Project: CLEAN WELLFIELD Project Number: EPA 8310.543 Date Started: 12/03/91 Date Completed: 12/03/91 Field Geologist: P. MOSS Elevation: GU Depth: 2.0 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Garments ID (feet) per 6" Feet file Class Description Time Date OVA(pprn) 0 OUS- 2 2.0 CL Dark to light Broun SILTY CLAY, 11:17 12/03/91 2 SB20- 1 5 mod plasticity, iron oxide 01 6 staining 2 4 NS 6 2.0 CL Yellow brown Silty CLAY, high 11:20 12/03/91 BG 3 4 plasticity, wet 8 4 6 5 End of Boring at 4 Feet. s 6 7 ; a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301090 Ebasco Services, Inc. Log of Boring Boring Murker: SB-21 Location: GRIFFITH OIL Project: OLEAN WELLFIELD Project Number: EPA 8310.543 Date Started: 11/25/91 Date Completed: 11/25/91 Field Geologist: A. WARNER Elevation: GU Depth: 1.1 ft. Sampling Method: 3" 00 Split Spoon, 140 Ib hammer Driller: EMPIRE SOILS INC. Drilling Method: 4.25" ID H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Garments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) ows- 0 6 SB21- 15 1.5 FILL 0-0.25 ft. TOPSOIL; 0.25-1.5 Brown 10:27 11/25/91 0.6 01 1 9 GRAVEL, little cilty clay and f-c (some rocks/ 6 sand, multicolored tiles, moist (Fill) yellow) OWS- 2 4 to wet SB21- 3 1.4 FILL 2-2.5 ft. Browny Black ROCK/TILE , 10:31 11/25/91 3.5 02 3 3 little cilty clay, moist to wet, 4 CL 2.5-4 ft Mottled Grey brown and rust 4 orange Silty CLAY, moist 5 End of Boring at 4 Feet. \ 6 7 ' 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Water first encountered 3 2.5 ft: water level after spooning 1.1 ft. -I- Sheet: 1 of 1 301091 I Ebasco Services, Inc. Log of Boring Boring Number: SB-22 Location: GRIFFITH OIL, OLEAN Project: OLEAN WELLFIELD Project Nuifcer: EPA 8310.543 Date Started: 11/25/91 Date Completed: 11/26/91 Field Geologist: A. WARNER Elevation: GU Depth: 18.5 FT. Sampling Method: 3" 00 Split Spoon, 140 Ib hammer Driller: EMPIRE SOILS INC. Drilling Method: 4.25" ID H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 NS 5 1.6 CL/FILL light Brown Silty CLAY, some Gravel, 15:28 11/25/91 0 1 8 trace f-c sand, brick t tile, 10 moist (fill) 2 9 OWS - 5 0.5 GP/FILL Grey brown GRAVEL, tome silty 15:31 11/25/91 1.0 SB22- 3 8 Clay, trace f-c (and, wood I nail 8 (no geotech 01 50/3" 3.3 ft, moist (fill) sample taken) 4 NS 5 1.5 ML - SM light Orange brown Clayey SILT, 15:42 11/25/91 0.2 5 6 some f-c sand and gravel, moist \ 10 6 12 NS 35 1.9 ML 0-1' light Brown Clayey SILT, some 15:50 11/25/91 0 7 36 GP f-m Sand, little c sand and gravel, 37 moist, 1-2 Yellow red brown GRAVEL, 8 50 little f-c sand, silty clay, moist ovis- 10 2.0 GP Yellow & red brown GRAVEL, little 16:08 11/25/91 1 S822- 9 49 f-c sand, silty clay, moist 02 37 10 43 OWS- 26 1.7 GP Yellow & red brown GRAVEL, little 16:30 11/25/91 16 SB22- 11 35 f-c sand, silty clay, moist -03 32 12 30 NS 25 1.8 GP Yellow & red brown GRAVEL, little 09:02 11/26/91 0 13 24 f-c sand, trace silty clay, moist (no sample 20 taken) i 14 20 NS 19 1.7 GP Yellow brown GRAVEL, little 09:19 11/26/91 0 15 32 f-c sand, trace silty clay, moist (no sample 22 taken) 16 24 NS 32 1.8 GP Yellow brown GRAVEL, some 09:30 11/26/91 0.8 17 27 f-c sand, trace silty clay, moist 14 last 0.1 wet 18 12 NS 3 1.3 SP Brown f SAND, trace gravel and 09:47 11/26/91 0 19 5 silt, saturated 2 20 8 21 End of Boring at 20 Feet. 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301092 I Ebasco Services, Inc. Log of Boring Boring Number: SB-23 Location: GRIFFITH OIL.OLEAN Project: CLEAN WELLFIELO Project Nuifcer: EPA 8310.543 Date Started: 11/26/91 Date Completed: 11/26/91 Field Geologist: A. UARNER Elevation: GU Depth: 3. OFT. Sampling Method: 3" X Split Spoon, 140 Ib banner Driller: EMPIRE SOILS INC. Drilling Method: 4.25" ID H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (in ppm) 0 OWS- 4 1.6 FILL 0-0.3 TOPSOIL 0.3-2 Brown GRAVEL, 13:56 11/26/91 0 SB23- 1 5 some silty Clay, Tile, little 01 9 f-c sand, moist 2 11 OVIS- 14 1.2 FILL 0-0.6 Biege Tile DEBRIS; 0.6-1.7 14:04 11/26/91 7 SB23- 3 12 CL Black GRAVEL, little f-c sand, trace (one geotech 02 5 silt, wet, odor 1.7-2.0 Dark Grey sample taken) 4 3 Silty CLAY, moist OWS- 5 1.3 CL Mottled Grey and rust orange Silty 14:28 11/26/91 250 SB23- 5 4 CLAY, moist, odor \ 03 8 6 11 7 End of Boring at 6 Feet. 8 9 10 11 12 I 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Ground water encountered at 3.0 feet; perc Sheet: 1 of 1 301093 Ebasco Services, Inc. Log of Boring Boring Nurfcer: SB-24 Location: GRIFFITH OIL, OLEAN Project: OLEAN WELLFIELD Project Nunber: EPA 8310.543 Date Started: 11/25/91 Date Completed: 11/25/91 Field Geologist: A. WARNER Elevation: GU Depth: 3.6 FT. Sampling Method: 3" 00 Split Spoon, 140 Ib hammer Driller: EMPIRE SOILS INC. Drilling Method: 4.25" ID H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 OUS- 4 1.4 FILL 0-0.3 TOPSOIL 0.3-2 Brown GRAVEL, 13:24 11/25/91 0.6 SB24- 1 7 little silty clay, trace sand, moist 01 7 2 6 OWS- 5 0.7 FILL Brown GRAVEL, little silty clay. SB24- 3 5 trace sand, moist 13:27 11/25/91 12 02 5 (one geotech 4 4 sample taken) OUS- 5 0.5 FILL Dark Grey Tile DEBRIS, little silty 13:41 11/25/91 650 SB24- 5 5 sand and f-c "sand", saturated. N (no geotech 03 3 water level a 3.6 ft. sample taken) 6 4 7 End of Boring at 6 Feet. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 i Notes: Sheet: 1 of 1 301094 Ebasco Services, Inc. Log of Boring Boring Nuifcer: SB-25 Location: PRIVATE DUMP, OLEAN Project: CLEAN WELLFIELD Project Nunber: EPA 8310.543 Date Started: 12/02/91 Date Completed: 12/02/91 Field Geologist: P. MOSS Elevation: GW Depth: 6 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Col lection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 OWS- 6 2.0 ML Brown Clayey SILT, moist, low 15:03 12/2/91 BG SB25- 1 9 plasticity 01 6 2 14 ows - 21 1.9 GM Brown Clayey Gravelly SILT, moist, 15:12 12/2/91 1 SB25- 3 40 low plasticity 02 65 4 75/4" OWS - 19 2.0 CM Brown Silty and Sandy GRAVEL, moist 15:20 12/2/91 10 SB25- 5 25 \ 03 23 6 23 NS 18 2.0 GM SAME AS ABOVE, wet 15:25 12/2/91 16 7 13 16 8 19 9 End of Boring at 8 Feet. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: -1. Sheet: 1 of 1 301095 Ebasco Services, Inc. Log of Boring Boring Nurfcer: SB-26 Location: PRIVATE DUMP, OLEAN Project: OLEAN UELLFIELD Project Umber: EPA 8310.543 Date Started: 12/02/91 Date Completed: 12/02/91 Field Geologist: P. MOSS Elevation: GW Depth: 6.0 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blous Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 OWS- 11 0.9 GM Brown Gravelly Sandy SILT, 13:40 12/02/91 10 SB26- 1 13 non-plastic, poorly sorted. (no 16 oz. jar 01 14 some asphalt, dry sampled) 2 18 ovs- 27 1.0 CM Brown Gravelly Sandy SILT, 13:50 12/02/91 70 SB26- 3 19 poorly sorted, dry (no 16 oz. jar 02 28 sampled) 4 6 OWS- 4 2.0 GM black grey and brown Gravelly 13:55 12/02/91 30 S826- 5 10 Sandy SILT, poorly sorted, wet V 03 18 6 18 7 End of Boring at 6 Feet. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 1 Ebasco Services, Inc. Log of Boring Boring Winter: SB-27 Location: CLEAN TILE Project: OLEAN WELLF1ELD Project Number: EPA 8310.543 Date Started: 11/22/91 Date Completed: 11/22/91 Field Geologist: T. ROLLER Elevation: GW Depth: 20.0 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Dri 1 1 ing Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date (OVA in ppm) 0 NS 4 1.3 OL 0-0.5 dark Brown SILT, some Sand 13:35 11/22/91 0.2 (3» spoon) 1 8 ML 0.5-1.3 Brown SILT, tight, dry 15 2 21 NS 10 0.6 ML light Broun SILT, wist 13:39 11/22/91 0.4 (2" spoon) 3 11 17 4 21 ows- 21 1.3 ML Brown SILT, some to little 13:45 11/22/91 1.1 (3" spoon) SB27- 5 24 Gravel, tight, dry \ 01 31 6 44 MS 12 1.1 ML Brown SILT, some to little 13:52 11/22/91 0.3 (2" spoon) 7 18 gravel, trace sand 24 8 20 NS 17 1.7 ML Brown SILT, some to little 14:02 11/22/91 BCD (3" spoon) 9 16 gravel, trace sand 21 10 24 NS 31 1.1 ML Brown SILT, some to little Gravel, 14:08 11/22/91 BCD (2" spoon) 11 44 trace sand 30 12 20 OUS- 12 0.6 ML 3rown SILT, some Gravel, moist 14:24 11/22/91 1.8 (2" spoon) SB27- 13 14 02 18 H 19 NS 12 1.8 ML 0-1.5 Brown SILT, some Gravel, 14:35 11/22/91 BCD (3" spoon) 15 14 SM moist, 1.5-1.8 Brown tn-f SAND, 18 some Silt, moist 16 7 NS 16 1.7 HL 0-0.8 Brown SILT, moist 14:39 11/22/91 0.4 (2" spoon) 17 21 SM 0.8-1.7 Brown w-f SAND, 29 some to little silt 18 30 NS 51 1.5 SM 0-0.25 Brown n-f SAND, some 14:52 11/22/91 0.4 (3" spoon) 19 64 to little Silt; 0.25-1.5 Brown Grey 89 SILT, little sand, saturated 20 110 OUS- 57 1.3 GUI Grey m-c SAND and GRAVEL 15:00 11/22/91 0.8 (2" spoon) SB27- 21 67 03 45 22 20 23 End of Boring at 22 Feet. 24 25 26 27 28 Notes: Sheet: 1 of 1 301097 Ebasco Services, Inc. Log of Boring Boring Ninfcer: SB-28 Location: OLEAN Project: OLEAN UELLFIELD Project Nuifcer: EPA 8310.543 Oate Started: 12/03/91 Date Completed: 12/03/91 Field Geologist: P. MOSS Elevation: GW Depth: 3.5 FT. Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. S ample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 OWS- 2 2.0 GU Brown Sandy GRAVEL, moist, 14:32 12/03/91 0.5 SB28- 1 19 poorly sorted 01 23 2 75 OWS- 30 2.0 GW Brown Sandy GRAVEL, wet 14:45 12/03/91 0.2 SB28- 3 37 (3.5 ft), rounded, iron 02 31 oxide staining 4 32 5 End of Boring at 4 Feet. V 6 7 - 8 9 - 10 11 12 13 x~- 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: Sheet: 1 of 1 301098 Ebasco Services, Inc. Log of Boring Boring Number: SB-29 Location: PARK, CLEAN Project: OLEAN UELLFIELD Project Murker: EPA 8310.543 {Date Started: 12/04/91 Date Completed: 12/04/91 Field Geologist: P. MOSS Elevation: GU Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA (ppm) 0 OUS- 4 1.3 CM Brown Sandy GRAVEL, moist 11:15 12/04/91 BG SB29- 1 5 01 9 2 4 ows- 5 1.3 CM SAME AS ABOVE 11:20 12/04/91 BG SB29- 3 4 02 19 4 28 OUS- 10 2.0 CL Brown Clayey Gravelly 11:30 12/04/91 BG SB29- 5 14 SILT, noist, low plasticity \ 03 15 6 20 NS 15 2.0 CL SAME AS ABOVE, wet 11:50 12/04/91 BG 7 22 45 8 49 9 End of Boring at 8 Feet. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Notes: — - Sheet: 1 of 1 • 301099 Ebasco Services, Inc. Log of Boring Boring Number: SB-30 Location: OLEAN WHOLESALE Project: OLEAN WELL FIELD Project Number: EPA 8310.543 ,..ate Started: 12/04/91 Date Completed: 12/04/91 Field Geologist: P. MOSS Elevation: GW Depth: Sampling Method: SPLIT SPOON Driller: EMPIRE SOILS INC. Drilling Method: H.S.A. Sample Depth Blows Recovery Pro- uses Material Collection Comments ID (feet) per 6" Feet file Class Description Time Date OVA Cppm) 0 NS 4 1.5 GM Brown to red brown Gravelly 13:45 12/04/91 BG 1 6 SILT, moist, low plasticity 7 2 8 NS 14 1.7 GM Brown Sandy GRAVEL, noist 13:50 12/04/91 BG 3 16 18 4 20 NS 15 1.9 GM SAME AS ABOVE 14:04 12/04/91 0.4 5 25 \ 28 6 28 ows- 30 1.7 SU Brown f-g SAND with GRAVEL 14:14 12/04/91 BG SB30- 7 20 lenses, moist 03 26 8 30 NS 11 1.6 GH Broun Sandy GRAVEL, moist 14:34 12/04/91 2.4 9 26 35 10 63 OWS- 11 1.8 GM 0-1 SAME as above, 1-2 14:51 12/04/91 2.0 SB30- 11 38 ML Brown Clayey SILT, moist. 01 29 low plasticity 12 32 OUS- 20 2.0 SM Brown Silty f-g SAND, trace 15:05 12/04/91 4.5 SB30- 13 23 gravel, moist 02 23 f H 29 NS 25 0.9 GU Srown Sandy c GRAVEL, moist 15:27 12/04/91 BG 15 75/5" Auger Refusal 16 17 End of Boring at 15 Feet. 18 19 20 21 22 23 24 25 26 27 28 Notes: ----Sheet: 1 of 1 301100