Appendix-A3-TerminalB-Safety-Improvements-Project-Manual-Vol3-of-3.pdf

These specifications have been prepared by Azar Design Co. for the exclusive use of ECHDC/ESD for the

Terminal B Safety Improvements project. (Azar Project No. 250136.00)

Buffalo Outer Harbor Terminal B Safety Improvements

ERIE CANAL HARBOR DEVELOPMENT CORPORATION

Erie Canal Harbor Development Corporation Empire State Development 95 Perry Street, 5th Floor Buffalo, NY 14203-3030

PROJECT MANUAL – VOLUME 3 OF 3

Appendices A–E

Issued for Bid: June 29, 2026

Prime Consultant Azar Design Co., Architecture, Landscape Architecture, Engineering and Surveying, P.C.

295 Main St, Ste 200, Buffalo, NY 14203

(716) 856-3933

Structural Engineer

WSP USA

40 La Riviere Dr, Ste 320, Buffalo, NY 14202

Survey Patriot Design & Consulting PLLC 500 Canal View Blvd., Ste 300 Rochester, NY 14623

Lighting Designer Leni Schwendinger Light Projects 41 Union Square W, Studio 619, New York, NY 10003

THIS PAGE INTENTIONALLY BLANK

Appendix A Draft Phase II Environmental Site Assessment (PII ESA)

Terminal B Redevelopment Project Manual Vol. 1 – BLDG-2

LIMITED PHASE II ENVIRONMENTAL

SITE ASSESSMENT

BUFFALO OUTER HARBOR - TERMINAL B

901 Fuhrman Boulevard

City of Buffalo, Erie County, New York

PIN 40-20-118

PREPARED FOR:

Bergmann 280 East Broad Street, Suite 200, Rochester, New York 14604

PREPARED BY:

Ravi Engineering & Land Surveying, P.C.

2110 South Clinton Avenue

Suite 1 Rochester, New York 14618

October 29, 2020

PIN 40-20-118

TABLE OF CONTENTS

Page

1.0 Introduction

2.0 November 2017 Geotechnical Review

3.0 Discussion

3.1 Radiological Survey

4.0 Results

4.1 Soil Investigation

4.2 Soil Results

4.3 Hazardous Characteristics

5.0 Radiological Survey

5.1 Survey Results

6.0 Summary

7.0 Opinion

8.0 Recommendations

TABLES

Table 1 VOCs Table 2 SVOCs Table 3 Metals Table 4 Mercury Table 5 Pesticides

FIGURES

Figure 1 Trowbridge Wolf Site Plan Figure 2 Test Boring Location Plan Figure 3 Sample Location Map Figure 4 BE3 Corp. Gamma Walkover Survey

ATTACHMENTS

Attachment A: Earth Dimension Boring Logs Attachment B: BE3 Corp. Gamma Walkover Survey Report Attachment C: PID Reading Summary Attachment D: Analytical Results

- 1 -

1.0 INTRODUCTION

Ravi Engineering & Land Surveying, P.C. (RE&LS) was retained by Bergmann to perform a Limited Phase II Environmental Site Assessment (ESA) for the Buffalo Outer Harbor – Terminal B project in the City of Buffalo, Erie County, New York (the “Site,” Figure 1). The investigation was conducted concurrently with a Geotechnical Investigation performed by Earth Dimensions Environmental Consultants and Contractors (Earth Dimensions).

The RE&LS investigation included:

Monitoring Earth Dimensions soil borings, Collecting soil samples for laboratory analysis, and Conducting a radiological survey.

Based on the intended use of the Site for active recreational use, soil samples results were compared to New York State Department of Environmental Conservation (NYSDEC) Part 375.6 Restricted Residential Soil Cleanup Objectives (SCOs).

2.0 NOVEMBER 2017 GEOTECHNICAL REVIEW

To familiarize ourselves with Site conditions, RE&LS first reviewed the Encorus Group (Encorus) November 2017 Geotechnical Investigation of the Site. Encorus installed two soil borings and described the following subsurface conditions:

Bedrock was encountered at 71.5 feet beneath ground surface (BGS).

The borings encountered random fill materials to depths of approximately 18 feet BGS.

The fill materials included slag, ash, concrete debris, and brick fragments.

Native soils were described as sand with a traces of silt and organic matter.

3.0 DISCUSSION

As indicated on Figure 2, Earth Dimensions conducted the geotechnical investigation from 8/27 to 9/01/2020 using rotary drilling equipment.

Based on the fill materials described by Encorus in 2017, RE&LS screened the borings for organic vapors with a photoionization detector (PID) meter. As indicated on Figure 3, RE&LS collected eight soil samples and submitted them to Paradigm Environmental Services, Inc.

(Paradigm) for laboratory analysis for:

Volatile organic compounds (VOCs) by USEPA Method 8260, Semivolatile organic compounds (SVOCs) by Method 8270, RCRA metals by Method 6010/7471, and Polychlorinated biphenyls (PCBs) by Method 8082.

- 2 -

3.1 Radiological Survey

Encorus indicated that there is slag present on the Site. Historically, technically-enhanced naturally-occurring radioactive material (TENORM) in the form of rocky slag waste was generated in large quantities in western New York. Radioactive TENORM is of potential concern on the Site.

RE&LS retained BE3 Corporation to conduct a radiological survey with a gamma system to determine if the buried slag has gamma readings indicative of radioactive levels of concern (Figure 4, Attachment B).

4.0 RESULTS

4.1 Soil Investigation

Earth Dimensions installed ten (10) soil borings as indicated on Figure 2; soils encountered during the investigation consisted of the following:

SB-1: fill consisting of gravel, silt, slag, and concrete debris to a depth of 21 feet BGS, native sand and clayey silt to a total depth of 27 feet BGS.

SB-2: fill consisting of gravel, sand, slag, and concrete debris to a depth of 21 feet BGS, native sand and clayey silt to a total depth of 22 feet BGS.

SB-3: fill consisting of gravel, silt, and slag to a total depth of 9.1 feet BGS.

SB-4: fill consisting of gravel, silt, and slag to a depth of 6 feet BGS, native silty sand to a total depth of 16 feet BGS.

SB-5: fill consisting of gravel, silt, and slag to a depth of 6 feet BGS, native silty sand to a total depth of 16 feet BGS, native silty sand and silty clay to bedrock refusal at 65.5 feet BGS.

SB-6: fill consisting of gravel, brick and glass fragments, wood fiber, and slag to a total depth of 14 feet BGS, native silty sand and silty clay to bedrock refusal at 66.4 feet BGS.

SB-7: fill consisting of gravel, silt, slag, and glass fragments to a depth of 6.4 feet BGS, native silty clay to a total depth of 16 feet BGS.

SB-8: fill consisting of gravel, silt, and slag to a depth of 4.5 feet BGS, silty sand and clay to a total depth of 16 feet BGS.

SB-9: fill consisting of gravel, silt, and slag to a depth of 2.3 feet BGS, native silty sand and silty clay to a total depth of 16 feet BGS.

SB-10: fill consisting of gravel, silt, paper fiber, brick fragments, and wood fiber to a depth of 14.1 feet BGS, silty sand to a total depth of 16 feet BGS.

- 3 -

4.2 Soil Results

With the exception of SB10, no significant evidence of impacted soils or elevated levels of organic vapors were noted. In SB10 from 12 to 14 feet BGS, 400 parts per million (ppm) of organic vapors were measured, and 185 ppm of organic vapors registered in SB10 from 14 to 16 feet BGS (Attachment C).

RE&LS collected eight soil samples for laboratory analysis; the results are tabulated below with comparisons to the Restricted Residential SCOs. The Earth Dimensions soil boring (SB) number is indicated along with the depth from which the sample was collected:

Table 1: VOCs

Sample ID SB1, 6-12’

SB4,

6-8.5’

SB5,

6-9’

SB6,

5-8’

SB7,

4-6’

SB8,

6-8’

SB9,

3-5’

SB10,

10-14’

Restricted- Residential Use SCOs

Ethylbenzene ND ND ND ND ND ND ND 340 41

Isopropylbenzene ND ND ND 0.115 ND ND ND 50 100 m,p-Xylene ND ND ND ND ND ND ND 1,050 100

Methylcyclohexane ND ND ND 0.200 ND ND ND 190 100 o-Xylene ND ND ND ND ND ND ND 345 100

Toluene ND ND ND ND ND ND ND 140 100 Units are in milligrams per Kilogram (mg/Kg) or parts per million (ppm).

Bolded values indicate an exceedance of the Restricted-Residential Use SCOs ND = Non-detect

Table 2: SVOCs

Sample ID B1, 6-12’

SB4,

6-8.5’

SB5,

6-9’

SB6,

5-8’

SB7,

4-6’

SB8,

6-8’

SB9,

3-5’

SB10,

10-14’

Restricted- Residential Use SCOs

2-Methylnapthalene ND ND ND 0.553 ND ND ND 10.3 ---

Benzo(a)anthracene ND ND ND 0.751 ND ND ND ND 1

Benzo(a)pyrene ND ND ND 0.733 ND ND ND ND 1

Benzo(b)fluoranthene ND ND ND 0.612 ND ND ND ND 1

Benzo(g,h,i)perylene ND ND ND 0.489 ND ND ND ND 100

Benzo(k)fluoranthene ND ND ND 0.559 ND ND ND ND 3.9

Chrysene ND ND ND 0.765 ND ND ND ND 3.9

Fluoranthene ND ND ND 1.450 ND 0.460 0.351 ND 100

Indeno(1,2,3-cd)pyrene ND ND ND 0.466 ND ND ND ND 0.5

Naphthalene ND ND ND 1.080 ND ND ND 52.5 100

Phenanthrene ND ND ND 1.100 ND ND ND ND 100

Pyrene ND ND ND 1.350 ND 0.408 ND ND 100 Units are in milligrams per Kilogram (mg/Kg) or parts per million (ppm).

Bolded values indicate an exceedance of the Restricted-Residential Use SCOs ND = Non-detect --- = No SCO

- 4 -

Table 3: Metals

Sample ID B1, 6-12’

SB4,

6-8.5’

SB5,

6-9’

SB6,

5-8’

SB7,

4-6’

SB8,

6-8’

SB9,

3-5’

SB10,

10-14’

Restricted- Residential Use SCOs

Arsenic 1.81 1.41 4.45 9.57 2.83 4.52 3.27 35.9 16

Barium 303 10.7 54.0 244 198 60.0 22.7 3,700 400

Cadmium ND 0.350 0.842 6.09 0.311 ND ND 81.8 4.3

Chromium 10.9 6.01 17.9 25.7 13.7 19.3 12.0 77.4 180

Lead 21.5 9.13 20.8 281 14.3 20.7 14.6 7,740 400

Selenium ND ND ND ND ND ND ND 21.9 180 Units are in milligrams per Kilogram (mg/Kg) or parts per million (ppm).

Bolded values indicate an exceedance of the Restricted-Residential Use SCOs or Protection of Ecological Resources SCOs.

SCOs = Soil Cleanup Objectives

Table 4: Mercury

Sample ID B1, 6-12’

SB4,

6-8.5’

SB5,

6-9’

SB6,

5-8’

SB7,

4-6’

SB8,

6-8’

SB9,

3-5’

SB10,

10-14’

Restricted- Residential Use SCOs

Mercury ND ND 0.0900 0.191 ND 0.235 0.0890 0.356 0.81 Units are in milligrams per Kilogram (mg/Kg) or parts per million (ppm).

Bolded values indicate an exceedance of the Restricted-Residential Use SCOs or Protection of Ecological Resources SCOs.

Table 5: Pesticides

Sample ID SB10, 10-14’

Restricted-Residential Use SCOs

Aldrin 0.00785 0.097 alpha-BHC 0.00500 0.48 delta-BHC 0.00367 100 gamma-BHC (Lindane) 0.0336 1.3

Heptachlor 0.0145 2.1 Units are in milligrams per Kilogram (mg/Kg) or parts per million (ppm).

- 5 -

4.3 Hazardous Characteristics

Because of the elevated PID readings measured in SB10 at depths of 10-14 feet BGS this sample was also submitted for hazardous characterization which is required for landfill approval.

No PCBs were detected in soil sample SB10, 10-14’.

No detected herbicides, reactive cyanide, or reactive sulfide in soil sample SB10, 10-14’.

Corrosivity (as pH) = 7.26 @ 23.5 degrees Celsius for soil sample SB10, 10-14’.

Flash Point = 46.5 degrees Celsius for soil sample SB10, 10-14’.

5.0 RADIOLOGICAL SURVEY

BE3 conducted the gamma walkover and boring surveys with a gamma scintillation system linked to a global positioning system (GPS). The Site was traversed and discreet boring locations were scanned to collect gamma radiation readings that were located with a Trimble hand-held GPS.

The gamma radiation was recorded using a Ludlum model 44-10 probe coupled to a Ludlum model 2221 meter that stored values in counts per minute (cpm). The gamma readings and GPS coordinates were uploaded to a computer using mapping software and plotted on a color coordinated figure to illustrate the gamma radiation readings and trends throughout the site.

5.1 Survey Results

As indicated on Figure 4, an area in the vicinity of SB10 exhibits elevated gamma radiation readings, most likely due to the presence of slag and slag-like material.

While the majority of the Site is at background gamma radiation levels or less (i.e., 7,400 cpm), this area exhibited elevated gamma readings up to approximately 17,700 cpm in close proximity to SB10.

6.0 SUMMARY

Soil samples from seven of the eight borings appear to be innocuous, with only one minor exceedance of 6.09 ppm of cadmium in SB6 at depths ranging from 5 feet to 8 feet BGS; the Restricted-Residential Use SCO for cadmium is 4.3 ppm.

The soil sample from SB10 from depths ranging from 10 feet to 14 feet BGS is grossly contaminated.

Petroleum compounds ethylbenzene, mixed Xylenes, and toluene were all detected at concentrations greater than the NYSDEC Restricted Residential Use Soil Cleanup Objective (SCO). The site owner is obligated to report this finding to the NYSDEC.

Several metals were detected in exceedance of the SCO. The most problematic may be 7,740 parts per million (ppm) of lead; the SCO for lead is 400 ppm. This high of a concentration of lead may classify the waste as “hazardous.” A toxicity characteristic leaching procedure (TCLP) analysis will be required to determine whether the soil is “hazardous waste.”

As indicated on Figure 4, an area in the vicinity of SB10 exhibits elevated gamma radiation readings.

- 6 -

7.0 OPINION

A spill must be reported to NYSDEC relative to the contamination detected in BH10.

The spill must be delineated to define the aerial and vertical extent of contamination.

The delineation should include TCLP analysis of the soil to determine the hazardous classification.

The delineation should include sampling and laboratory analysis of the slag that exhibits elevated gamma readings. The slag analysis will be used to determine disposal requirements.

A draft Remedial Action Plan (RAP) must be submitted for NYSDEC approval to address the contamination around SB10.

The spill will require remediation to the extent that NYSDEC closes it with “no further action required.”

8.0 RECOMMENDATIONS

1. The Site owner (or owner’s representative) should report these findings to NYSDEC.

2. A Work Plan should be developed for NYSDEC approval to delineate the aerial and vertical extent of the spill that will require remediation.

3. Based on the delineation a draft Remedial Action Plan (RAP) must be developed to remediate the spill and obtain NYSDEC closure with “no further action required.”

4. For future subsurface disturbance during construction, the activities should be monitored with a radiation control technician (RCT) to maximize safety and waste management. Furthermore, if excess material is anticipated to be removed from the subsurface, then the RCT would allow for requisite sampling and analysis of the material to ensure proper disposal.

Sincerely, Peter S. Morton, P.G., C.P.G.

Project Manager

Figure 1 - Site Plan

Figure 2 – Geotechnical Boring Locations

Figure 3 – Sample Location Map

Figure 4 – Radiological Survey

Attachment A

Earth Dimension Boring Logs

2 0

13E96c

PROJECT

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations 1091 Jamison Road • Elma, NY 14059

HOLE Nq 1l£_f?_~a-1717 • EDI@earthdimensions.com SURF. ELEVA liON 583 + /-

901 Fuhrmann Boulevard LOCATION Terminal B

Citv of Buffalo Erie County NY

CLIENT Ravi Engineering Iii Land Surveying P C DATE START ED 08/28/20 COMPLETED 08/28/20

DEPTH

IN FT

SN

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BLOWS ON

SAMPLER

6/ 12/ 12 18

?R

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'14

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:10

150/3

_18_

43_

N LITH DESCRIPTION AND CLASSIFICATION WATER TABLE AND REMARKS

!~~-~-- Reinforced steel mesh concrete. Note: Sample number 1 taken from v~p:V~

\ 0.5 0 .5 to 2.0 feet.

~· OV. ·

·C?:c:;·C?

Q.oO. Moist gray very gravelly (SAND) fill Steel mesh reinforced concrete

·C?:6·C? with 40 to 60% gravel, trace silt, very floor to 0.5 feet over sand and dense, massive soil structure, gravel fill with trace silt to 1.0 ~.()0. 66 (SW), (GW). feet over sand and gravel fill

·~:c)·~ 1.0 with trace silt, slag, and Q.oO. concrete debris to 16.0 feet over ·~:c:;·~ Moist gray very gravelly (SAND) fill sand and gravel fill with trace ~. ()0 . with 40 to 60% gravel, trace silt, slag, silt, concrete debris, and slag to 56 ·~ :e;;·~ and concrete debris, dense to very 21.0 feet over silty slack water

Q.oO. dense, massive soil structure, ·o· ·.a (SW), (GW).

sediment with little clay, trace

R.:Do. sand, gravel, and organic matter ·0 . to end of boring.

46 ·~:c) ·~ Q.oO. ·o· ·.o ~·:Do .

·0 ' ·~ :c:;·~

40 R".oO.

·Q' ' ·Q p ·:Do.

·0 ' ·C?:e;;·~ 11.0

62 ~.;;0 .

IV·O'-" · Extremely moist to wet gray very l Water level a t 11.2 f eet below ·C?:6·C? gravelly (SAND) fill with 40 to 60% ground surface at completion.

R".oO.

·~ :e;; ·~ gravel, trace silt, slag, and concrete Note: Advanced bore hole with 3 debris, dense to very dense, massive

50 ~.pO . soil structure, (SW), (GW). 1/4" ID x 7" OD hollow stem auger

·C?·6·~ casing with continuous split Q.pO. spoon sampling to 24.0 feet and ·Qc)·Q 5.0-foot interval sampling to end p·:o· · 0 ' of boring at 27.0 feet. Bore

34 ·C?:c)·C? hole was backfilled with cut lings

~.pO. 16.0 and ground surface repaired with .\) .. \) concrete at completion:

IV · O~· Wet gray very gravelly (SAND) fill with a · ·o ~:- . ·D· . 40 to 60% gravel, trace silt, concrete

10 ~. ()0.

·C? :c:;·~ debris, and slag, loose to compac t, ~.()0. massive soil structure, (SW), (GW).

.a · ·.o p<C:b.

14 · 0 .

@:6·~ ·00.

<"".· · A

N=NUMBER OF BLOWS TO DRIVE 2._

LOGGED BY Jason Kryszak (ens)

' SPOON 12. ' WITH HQ. lb. WT. FALLING 3.0_ ' PER BLOW

SHEET 1 OF 2

2 5

3 0

3 5

4 0

13E96c

PROJECT

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations 1091 Jamison Road • Elma, NY 14 059

HOLE Nq1~fi~a-1717 • EDl@earthdimensions.com SURF. ELEVATION 583 +/-

901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Bavi Engineering & Land Surveying P.C. DATE STARTED 08/28/20 COMPLETED 08/28/20

DEPTH

IN FT

SN

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BLOWS ON

SAMPLER

6/ 12/ 12 18 t

18/

N LITH DESCRIPTION AND CLASSIFICATION WATER TABLE AND REMARKS

l~·O~·

·0:6·0 Wet gray very gravelly (SAND) fill with

~· . 1-J · 40 to 60% gravel, trace silt, concrete ~~:~ .. t~/· debris, and slag, loose to compact, ~. ··.~: ::i;. ' ··.~: massive soil structure, (SW), (GW).

21.0

3 ·:· . .,-.· ·.·.: ·.ttr:·. Extremely moist gray (CLAYEY-SILT) ~···.~:::~···.~: with 3 to 7% gravel, trace sand and -: · . .,..··.·.:·.#f'.· '.

organic matter, little clay, very soft to f~.~:~f~:: soft, thinly laminated with very thin f~·<f~:.~. coarse silt lenses, (ML -cu.

. ,<r:··.·.:·.<r:··.

27.0 ·> ..... ·. ··>.~··

Boring comple ted at 27.0 feet.

N=NUMBER OF BLOWS TO DRIVE 2_

LOGGED BY Jason Kryszak (cos)

' SPOON 12. ' WITH H!l. lb. WT. FALLING 3.0. ' PER BLOW

SHEET 2 OF 2

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations 1091 Jamison Road • Elma, NY 14059

13E96c HOLE £.1?1-.~.?;b-1717 • EDI@earthdimensions.com SURF. ELEVATION 583 +/-

PROJECT 901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Ravi Engineering & Land Surveying PC DATE START ED 08/28/20

DEPTH

IN FT

SN

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!i

A

0/

?A

?4

BLOWS ON

SAMPLER

6/ 12/ 12 18

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N LITH DESCRIPTION AND CLASSIFICATION ,. ---- .,. ___

Reinforced steel mesh concrete. V..·OV.. · ·~:6·~ 0.5

R_.()~ .("l' . Moist gray very gravelly (SAND) fill .

1"'7':': :6.~:: I with 40 to 60% gravel, trace silt, ' 0 , · .. < concrete debris, and slag, dense to 0· ·.::06.'·

57 ·:::6:0..-;:2 very dense, massive soil structure, " .. 0 .. ' (SW), (GW).

()_.· .. · .. ~<; .. ·. 2.0 ... <>:Cit

Moist dark gray (SANDY-SILT) fill with 4 t::'_:,_::";:-_:,_= 10 to 20% gravel, little sand, trace slag, very dense, massive soil :.: : :o: .: : ·o ··· .. -~ structure, (ML). p.·-Pc;.'· ... ··o ... 4.5 . ·o·· cx':~

? :0-i/J..·: Extremely moist brown to grayish p?:;E~~ brown (SILTY-CLAY) f ill with trace sand, soft, massive soil structure, ·o.o. .... ·~ (CL).

o··>"·

24 : ... · .. ·.-a<>.··.- 5.3 .Q·. o.· .. <

Moist to extremely moist dark gray

(SANDY-SILT) fill with 10 to 20% p?:fo.~ gravel, little sand, trace clay, concrete debris, and brick and glass 30

0.?-:.eo.~ fragments, loose to compac t, massive

: ·;-\ .. : ·;- soil structure, (ML).

·'.o" '.o ' 12.0 P ,oo' '

Wet dark gray gravelly (SILTY-SAND) 7 . . o .. ,c 9 .0 :9 fill with 20 to 4 0% gravel, little silt, p:· · o·· · . 0 ,. :< trace slag, brick fragments, and wood

- ~. o~~.

fiber, compact, massive soil structure, P. 0 • ;0

9 .o ·9.c (ML).

17 ~:. o ·· . o .. :c

Po ··p q:· · o ·· • . o •. :' ·:~o.P.

P,: · 'O~· .',:

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P.: ' o' ' . . o .. :c ·P o P

P,: · .·,; ~- · . .'c ·P,o~~.

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' SPOON 12. ' WITH I.4Q. lb. WT. FALLING J.Q_ f

COMPLETED 08/28/20

WATER TABLE AND REMARKS

Note: Sample number 1 taken from

0.5 to 2.0 feet.

Steel mesh reinforced concrete to 0.5 feet over sand and gravel fill with trace silt, concrete debris, and slag to 2.0 feet over coarse silty soil f ill with little sand and gravel, t race slag to

4.5 feet over clayey soil fill with trace sand to 5.3 feet over coarse silty soil fill with little sand and gravel, trace clay, brick fragments, concrete debris, and glass fragments to 12.0 feet over sandy soil fill with some gravel, little silt, trace slag, brick fragments, and wood fiber to

22.0 feet over water sorted and

Water level at 8.9 feet below ground surface at completion.

deposited sand with little silt to

25.0 feet over coarse silty slack wat er sediment with lit tle sand, trace clay and organic matter to end of boring.

Note: Advanced bore hole with 3 1/4" 10 x 7" OD hollow stern auger casing with continuous split spoon sampling to 24 .0 feet and 5.0-foot interval sampling to end of boring at 27.0 feet. Bore hole was backfilled with cuttings and ground surface repaired with concrete at completion.

' PER BLOW N=NUMBER OF BLOWS TO DRIVE 2._

LOGGED BY Jason Kryszak (cos) SHEET I OF 2

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations

1091 Jamison Road • Elma, NY 14059 HOLE JJ.1<?f_~_?z1-1717 • EDI@earthdimensions.com SURF. ELEVATION 583 +/-13E96c

PROJECT 901 Fuhrmann Boulevard LOCATION Terminal B

Cjty of Buffalo Erie County NY

CLIENT Rayj Eogjoeerjna & Land Suryeyjng P C DATE STARTED 08/28/20

DEPTH

IN FT

SN 0/

REt 6

11 Q

BLOWS ON

SAMPLER

6/

12/

4 7

1? WI-I

14 ?

18/

_4

N LITH DESCRIPTION AND CLASS! FICA TION

Wet dark gray gravelly (SILTY-SAND) fill with 20 to 40% gravel, little silt, trace slag, brick fragments, and wood fiber, compact, massive soil structure, (ML).

Wet gray (SILTY-SAND) with mostly ... <.:·."·:. ·. ·· .· ~ fine size sand, little silt. very loose, :.-:<;::~_;_:; .'. thinly bedded, (SM) . .... :- .. :; ..

22.0

COMPLETED 08/28/20

WATER I ABLE AND REMARKS

WH: Sampler penetration with weight of rods and hammer.

25-r--~--1---+---~~ .. · .. >~·"".-:.:.: ,-: ~. grades downward to 25.0 .. v-· 0 . . .;. .... - - - - - - - - - - - - - - - - - - - - - - - - - - - -

22 1

30~---r--~--+---r--4

35-r--1---+-~r--+---4

·f .: .'v'·/ .'' ·: ~· 4 : .. · •. :.:;·.:.;_:. :

Extremely moist dark gray (SANDY-SILT) with 3 to 7% gravel, little sand, trace clay and organic matter, very loose, (ML).

Boring completed at 27.0 feet.

27.0

N=NUMBER OF BLOWS TO DRIVE 2.._

LOGGED BY Jason Kryszak (cos)

' SPOON 1.2. ' WITH 1.4.Q_ lb. WT . FALLING 3.0._ ' PER BLOW

SHEET 2 OF 2

2 0

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations

1091 Jamison Road • Elma, NY 14059

13E96c HOLE N<J.'1<£_~_?jb-1 717 • EDI@earthdimensions.com SURF. ELEVATION 584 +/-

PROJECT 901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County. NY

CLIENT Ravj Engjneerjng Iii Land Suryeyjng P C DATE START ED 08/31/20

DEPTH

lN FT

SN

I gee.

t

_2

_4_

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. lA

BLOWS ON

SAMPLER

6/ 12/ 12 18

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~- 0~- Asphalt pavement.

.a· ·-o

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-~:6-~ Moist gray very gravelly (SAND) fill

~-90. with 40 to 60% gravel, trace silt and

-~ -6-~ slag, dense to very dense, massive soil

58 R-oO. structure, (SW), (GW).

-cr ·-o Rt p_-:Do.

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30 Q.oO.

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26 ~-oO.

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Q:oo.

-~:6-~

K/.aO.

33 -~:6-~

Q.oO. -o:,..;.-o 9.1

Boring completed at 9.1 feet.

I SPOON 12. I WlTH lAO.. lb. WT' FALUNG 3.Q_

COMPLETED 08/31120

WATER TABLE AND REMARKS

Note: Sample number 1 taken from

0.5 to 2.0 teet.

Asphalt pavement to 0.4 teet over sand and gravel fill with trace silt and slag to spoon refusal.

Note: Advanced bore hole with 3 1/4" lD x 7" OD hollow stem auger casing with continuous split spoon sampling to spoon refusal at 9.1 teet. Bore hole was backfilled with cuttings to ground surface upon completion.

No water at completion.

I PER BLOW N=NUMBER OF BLOWS TO DRl VE 2_

LOGGED BY Jason Kryszak (cos) SHEET 1 OF 1

Soil and Hydmgeologic Investigations • Wetland Delineations

1091 Jamison Road • Elma, NY 14059 HOLE g1~)_§.??o1717 • EDI@earthdimensions.com SURF. ELEVATION 586 +/-13E96c

PROJECT 901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Ravi Engineering & Land Surveying PC DATE START ED 08/31/20

DEPTH

IN FT

SN 0/

I REC. 6

BLOWS ON

SAMPLER

6/

12/ 18/ 18 24

16 ?(}

? R

20 !')

N LITH

rv_.ov_.

·~ :c;;·~ ~.oO .

·O:c):O ·:6'0·'.9'

12 P.o·¢,-<

P.:· .".;'?.' ";, ... Qo :.p( h · · o'·" r-; .. .; •.. .;

DESCRIPTION AND CLASSIFICATION

Asphalt pavement.

0 .3

Moist gray very gravelly (SAND) fill with 40 to 60% gravel, trace silt and slag, dense to very dense, massive soil structure, (SW), (GW).

2.0

COMPLETED 08/31120

WATER TABLE AND REMARKS

Note: Sample number 1 taken from

0.5 to 2.0 feet.

5~~13~--,_~1r--+--~

9. o ·:~)< v-; . · o · · 7 r-;. o .. ".

Moist gray to grayish brown gravelly (SILTY-SAND) fill with 20 to 40% gravel, trace to little silt, trace slag, wood fiber, and glass fragments, compact, massive soil structure, (SM).

Asphalt pavement to 0.3 feet over sand and gravel fill with trace silt and slag to 2.0 feet over sandy soil fill with some gravel, trace to little silt, trace slag and wood fiber to 6.0 feet over water sorted and deposited sand with trace to little silt to

10.7 feet over coarse silty slack water sediment with little sand, trace to little gravel, trace clay and wood fiber to end of boring.

fl

A fl

18 :l

17 8

10 -+---+---f-------'f-----+-"'-14 6 1 12 1

7 1

5 1

15+-6'--l--+~2..._1---+---1

·:.po ·:P.< ~r,· .• 0 ..

I":· .o ... ci

9 .... ~ >.~· .:~ ·:· .. ~ ... :~. ~-

15 ·::/.- '·"~ :•i .. ~--· .. ... F- .. : ..

.t. ·. ·: ...• : . ·. ·.

: :-·o',a · ::o· : -!!!. ·: . ·. ·.Q·.·.

Extremely moist to wet gray (SILTY- SAND) with mostly f ine size sand, trace to little silt, loose, thinly bedded, (SM).

Wet gray (SILTY-SAND) with mostly fine size sand, trace to little silt, compact, thinly bedded, (SM).

Wet gray (SANDY-SILT) with 5 to 15% gravel, little sand, trace clay and wood fiber, very loose, thinly bedded, (ML).

Boring completed at 16.0 feet.

6.0

8.0

10.7

16.0

Water level a t 12.2 teet below ground surface at completion.

Note: Advanced bore hole with 3 1/4" ID x 7" OD hollow stem auger casing with continuous split spoon sampling to end of boring at 16.0 feet. Bore hole was backfilled with cuttings to ground surface upon completion.

N=NUMBER OF BLOWS TO DRIVE 2_

LOGGED BY Jason Kryszak (ens)

I SPOON 12. I WITH lAQ. lb. WT. FALLING 3.Q. I PER BLOW

SHEET 1 OF 1

1091 Jamison Road o Elma, NY 14059

HOLE t-£71~)-&-?~-1717 o EDI@earthdimensions.com SURF. ELEVATION 579 +/-13E96c

PROJECT 901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Ravi Engineering & Land Surveying. p C DATE START ED 08/31/20

DEPTH

IN FT

SN 0/

I RE:C. 6

t ~~

BLOWS ON

SAMPLER

6/

12/

10 ":10 lfiO/~

19 ?t

18/

24 N LITH DESCRIPTION AND CLASSIFICATION

Concrete.

Moist gray very gravelly (SAND) fill with 40 to 60% gravel, trace silt and slag, very dense, massive soil structure, (SW), (GW).

0.7

4.0

COMPLETED 08/31/20

WATER TABLE AND REMARKS

Note: Sample number I taken from

0.7 to 2.0 feet.

5~~1~1 +-~-L-7~-+--~ Wet gray very gravelly (SAND) fill with 40 to 60% gravel, trace slag, compact, massive soil structure, (SW), (GW).

Concrete to 0. 7 feet over sand and gravel fill with trace silt and slag to 4.0 teet over sand and gravel fill with trace slag to 6.0 feet over water sorted and deposited sand with trace to little silt to 9.6 feet over silty slack water sediment with little to some clay, trace sand to 12.0 teet over clayey slack water sediment with trace sand and gravel to 15.3 feet over silty slack water sediment with little clay, trace sand and organic matter to 18.0 feet over clayey slack water sediment with trace sand to 19.5 feet over water sorted and deposited sand with trace to little silt to 23.0 feet over water sorted and deposited sand with trace to little silt to

28.0 feet over clayey lake sediment with trace sand and gravel to 38.0 feet over water sorted and deposited sand with trace to little silt, trace clay to

43.0 feet over clayey lake sediment with trace sand and gravel to auger refusal.

4 fl

12 t;

fi 4

16 R

10~--+--11----+--+-"'--4 8 2 16 t

7 t/12

8 t/12

15-1-_;1:.:.9-1---1--+--+----l 1/12

9 1/12

20 3

· • ... ·r·: :·-· t~-·::·.--::....,.:::-

1 . ,.'/ , ' •• • •

Extremely moist to wet gray (SILTY-SAND) with mostly fine size sand, trace to little silt, compact, thinly bedded, (SM).

Extremely moist gray (CLAYEY-SILT) with little to some clay, trace sand, firm, thinly laminated with very thin coarse silt lenses, (ML -CU .

6.0.

9.6 grades downward to 12.0

Extremely moist gray (SILTY-CLAY) with 3 to 7% gravel, trace sand, very soft, thinly laminated with very thin coarse silt lenses, (CL).

grades downward to 15.3

Extremely moist dark gray to gray (CLAYEY-SILT) with little clay, trace sand and organic matter, thinly laminated with very thin coarse silt lenses, (ML -CL).

grades downward to

Ex tremely moist gray (SILTY- CLAY) with trace sand, very soft, thinly laminated with very thin coarse silt lenses, (CL).

18.0

Note: Advanced bore hole with 3 1/4" 10 x 7" OD hollow stem auger casing with continuous split spoon sampling to 16.0 feet and 5.0- foot interval sampling to auger refusal at 65.5 feet. Bore hole was backfilled with cuttings to ground surface upon completion.

No water at completion.

N=NUMBER OF BLOWS TO DRIVE 2_

LOGGED BY Jason Kryszak (cos)

' SPOON 12.. ' WITH lAO.. lb. WT. FALLING 3.0. ' PER BLOW

SHEET 1 OF 4

13E96c

Soil and Hydrogeologic Investigations • Wetland Delineations

1091 Jamison Road • Elma, NY 14059 HOLE ~~1<??&_?,ili1717 • EDI@earthdimensions.com SURF. ELEVATION 579 +/-

PROJECT 901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Rayj Engineering & Land Surveying P C DATE STARTED 08/31/20

DEPTH

IN FT

SN 0/

'NC 6

10 WR

BLOWS ON

SAMPLER

6/

12/

24 _WR

18/

24 N LITH

DESCRIPTION AND CLASSIFICATION

Extremely moist gray (SILTY-CLAY) with trace sand, very soft, thinly laminated with very thin coarse silt lenses, (CL).

: ·: ~ ::·: ~:'-::' L _______________________ 19.5

1'-':-'o-..._:~:·i-:f.: ;"'"'. ;r

Extremely moist to wet gray ·.,:: ~<:>.?>:: \ (SIL IY-SAND) with trace to little silt, :,:_, _,·.:~·-:; , \ loose, stratif ied, (SM).

grades downward to 23.0

COMPLETED 08/31/20

WATER TABLE AND REMARKS

WR: Sampler penetration with weight of rods.

25-r--+-~---r--~?~ Wet gray (SILTY-SAND) with mostly fine size sand, trace to little silt, very loose, thinly bedded, (SM).

22 3

30-r--~--+---~~-~4

12 2

35~--+-~--~--+-~1

13 5 14 6

N=NUMBER OF BLOWS TO DRIVE 2._

LOGGED BY Jason Kryszak (cos) grades downward to

Extremely moist gray (SIL IY - CLAY) with 3 to 7% gravel, trace sand, soft to firm, thinly laminated with very thin coarse silt lenses, (CL).

28.0 grades downward to 38.0

Wet gray (SILTY- SAND) with t race to little silt, trace clay , compact, thinly bedded, (SM).

' SPOON 12. ' WITH 1Ml. lb. WI . FALLING 3.0.. ' PER BLOW

SHEET 2 OF 4

13E96c

PROJECT

DIMENSIONS , INC o

Soil and Hydrogeologic Investigations o Wetland Delineations

1091 Jamison Road • Elma, NY 14059 HOLE ~~1<?;2.~_?~-1717 • EDI@earthdimensions.com SURF. ELEVATION

901 Fuhrmann Boulevard LOCATION Terminal B

Cjtv of Buffalo Erie County NY

579 +/-

CLIENT Ravj Engineering & Land Surveying P C DATE START ED 08/31120 COMPLETED 08/31/20

DEPTH

IN FT

SN

'rz.EC.

0/

I

1/12

BLOWS ON

SAMPLER

6/ 12/ 12 18

I

1/12

18/ 24 N

<2

LITH

i

.. '• !·,'1, · . ........ ··

DESCRIPTION AND CLASSIFICATION

Wet gray (SILTY-SAND) with trace to little silt, trace clay , compact, thinly bedded, (SM).

grades downward to 43.0 ~·G-~· ~~~+-----------------------------f.::"'"_ ~;:---~ ~~F-.-:;:

~4:_ £,;:-.;,i &.r~

~5~3 ~~1 ~"'. =\;:-oi:i ~~_F-.s;

~~3 """": i > i ~:.r-~:

o-;.,. =:-;:-":_ i #;..~F-~ ~--='-=---= ~·~_i.

.,......,~=-":i

.,.... .. .z.:::--.z.

~-~_i.

~~5~~2 b:_v-_..:

~-- =:-:=-.- i .,......,_£,;:-.;,_i g;~ ~5~~ ~--. ='::-'". i f.::"'".='=-'". -z:

r:--- ~:_:"'- .. i I#::""": ~ _:;:

t-- ~;:-"'· -z:

Extremely moist gray (SILTY-CLAY) with 5 to 7% gravel, trace sand, soft to firm, very soft below 53.0 feet, thinly laminated with very thin coarse silt lenses, (CL).

WATER TABLE AND REMARKS

N=NUMBER OF BLOWS TO DRIVE 2._

LOGGED BY Jason Kryszak (ens)

' SPOON 1.2. ' WITH 1AQ_ lb. WT. FALLING 3..Q. ' PER BLOW

SHEET 3 OF 4

6 5

7 0

7 5

8 0

13E96c

PROJECT

DIMENSIONS , INC .

Soil and Hydmgeologic Investigations • Wetland Delineations 1091 Jamison Road • Elma, NY 14059

HOLE ~lC£_~_?~-1717 • EDI@earthdimensions.com SURF. ELEVATION 579 +/-

901 Fuhrmann Boulevard LOCATION Terminal 8

City of Buffalo Erie County NY

CLIENT Ravi Engineering & l and Surveying P C DATE START ED 08/3!/20 COMPLETED 08/31120

DEPTH

IN FT

SN

'l2£c:

1R

OJ

WH

BLOWS ON

SAMPLER

6/ 12/ 12 18

WH

WH

18/

WH

N LITH DESCRIPTION AND CLASSIFICATION WATER TABLE AND REMARKS

___a. . cr __.. .

> .=:;;:-•.= Extremely mois t gray (SILTY-CLAY) WH: Sampler penetrat ion with &.r~ with 5 to 7% gravel, trace sand, soft weight of rods and hammer.

:~ ;i-:;=~ i &·~~ to firm, very soft below 53.0 feet, .,... .. =:::::-•=: thinly laminated with very thin coarse

&:·.F=;i silt lenses, (CL).

.,... ... .,...,.,... ... :i

~~ <1

&r-~ :•=:;-•i ~~·.r~ 65.5

Advanced augers to refusal at 65.5 feet.

N=NUMBER OF BLOWS TO DRIVE 2..._

LOGGED BY Jason Kryszak (ens)

' SPOON 12. ' WITH tAll. lb. WT. FALLING J.D._ ' PER BLOW

SHEET 4 OF 4

PROJECT 901 Fuhrmann Boulevard

DIMENSIONS , INC .

Soil and Hydrogeologic lnl!estigations • Wetland Delineations

1091 Jamison Road • Elma, NY 14059

HOLE t-0.'1C£-&_?,!b-1717 • EDI@earthdimensions.com SURF. ELEVATION

LOCATION Terminal B

582 +/-

Cjty of Buffalo Erie County NY

CLIENT Bayj Eogjoeerjog & Land Surveying. p C DATE STARTED 09/01/20 COMPLETED 09/01120

DEPTH

IN FT

BLOWS ON

SAMPLER

SN 0/

~ 6

1 ??

6/

18 ::!4

? _5

12 R

3 4

4 2 8 _1

5 2 13 R

12/

41'1

18/

R

N LITH DESCRIPTION AND CLASSIFICATION

Asphalt pavement.

Moist gray to dark gray very gravelly (SAND) fill with 40 to 60% gravel, trace silt and slag, dense to very dense, massive soil structure, (SW), (GW).

Moist dark gray to brownish gray gravelly (SILTY- SAND) fill with 20 to 40% gravel, trace to little silt, trace brick fragments, glass fragments, and slag, loose to compact, massive soil structure, (SM).

0.4

2.0

4.0

WATER TABLE AND REMARKS

Note: Sample number 1 taken from

0.5 to 2.0 teet.

Asphalt pavement to 0.4 teet over sand and gravel fill with trace silt and slag to 2.0 teet over sandy soil fill with some gravel, trace to little silt, trace brick fragments, glass fragments, and slag to 4.0 teet over sandy soil fill with little gravel and silt, trace wood fiber and slag to 12.0 feet over coarse silty soil fill with little sand and gravel, trace clay to 14 .0 feet over water sorted and deposited sand, trace to

10-+---t--t--+--+-'4"----1

Moist, extremely moist below 10.0 teet, dark gray (SILTY- SAND) fill with 10 to 20% gravel, little silt, trace wood fiber and slag, compact, massive soil structure, (SM).

lit tie silt, trace clay to 19.3 feet over water sorted and deposited sand with little gravel, trace to little silt to 28.0 teet over clayey lake sediment with trace sand and gravel to 38.0 teet over silty slack water sediment with trace sand to 43.0 feet over clayey lake sediment with trace sand to auger refusal.

6 2

18 2

7 5 17 __J

B

8 2

15-+--7-+-- f---..1.,-+--+-----l

9 1 18 2

1"':':: :o"':'::

.<>ii .:c

9 c(.-.69,.·.

ro?f)j/_

Extremely moist gray to dark gray (SANDY-SILT) fill with 15 to 20% gravel, little sand, trace clay, loose, massive soil structure, (ML).

12.0

:,;:, : :: :, : ~: .;,: \ 14.0

~'·~\<:·:/;.. '--W-et-gr_a_y_t_o_d_a_r_k -g-ra-y-(S_I_L_T_Y---SA_N_D_)_ 2 . . ' .. . : th f' . t t :.-. · '· : ·.:. wi mostly 10e srze sand, race o little silt, trace clay, very loose, thinly bedded, (SM).

grades downward to

'.:O,o '.'¢,c See next sheet

19.3

Note: Advanced bore hole with 3 1/4" ID x 7" OD hollow stem auger casing with continuous split spoon sampling to 16.0 teet and 5.0-foot interval sampling to auger refusal at 66.4 teet. Bore hole was backfilled with cuttings to ground surface upon completion.

No water at completion.

N=NUMBER OF BLOWS TO DRIVE 2.._

LOGGED BY Jason Kryszak (cos)

' SPOON 12. ' WITH ~ lb. WT . FALLING 3.0.. ' PER BLOW

SHEET 1 OF 4

PROJECT

DIMENSIONS , INC .

Soil and Hy drogeologic Investigations • Wetland Delineations

1091 Jamison Road • Elma, NY 14059

HOLE J1.1~-~.??o1717 • EDI@earthdimensions.com SURF. ELEVATION 582 +/-

901 Fuhrmann Boulevard LOCATION Terminal B

Cjty of Buffalo Erie County NY

CLIENT Rayj Engineering & Land Surveying. PC DA IE START ED 09/01120 COMPLETED 09/0!/20

DEPTH

IN FT

SN 0/

IR£C. 6

10 5

BLOWS ON

SAMPLER

6/

12/

18/

24 N LITH DESCRIPTION AND CLASSIFICATION

Wet dark gray to gray (SIL IY-SAND) with 10 to 20% gravel, trace to little silt, very loose, stratified, (SM).

WA IER TABLE AND REMARKS

25-r--+-_,---r--+-3~

J1 R

15 3

30-r--+-~---r--+-3~

12 2 16 2

35-r--+-_,---r--+-2~

13 8 16 23 49 . .

26 :.·::. · 40 25

N=NUMBER OF BLOWS TO DRIVE 2.._

LOGGED BY Jason Kryszak (cos) grades downward to 28.0

Extremely moist gray (SILTY- CLAY) with 3 to 7% gravel, trace sand, firm, thinly laminated with very thin coarse silt lenses, (CL).

grades downward to 38.0

Wet gray (SILT) with trace sand, dense to very dense, thinly bedded, (ML) .

' SPOON 1.2. ' WITH !Ml.. lb. WI. FALLING N. ' PER BLOW

SHEET 2 OF 4

PROJECT

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations 1091 Jamison Road o Elma, NY 14059

HOLE JJ.'l~-~.??a1717 o EDI@earthdimensions.com SURF. ELEVATION

901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

582 +/-

CLIENT Ravi Engineering & Land Surveying PC. DATE STARTED 09/01/20 COMPLETED 09/01/20

DEPTH

IN FT

SN 0/

~ 6

14 4

BLOWS ON

SAMPLER

6/ 12/ 12 18

12 :I

18/

24 N LITH

DESCRIPTION AND CLASSIFICATION

Wet gray (SIL Tl with trace sand, dense to very dense, thinly bedded, (ML).

grades downward to

Extremely moist gray (SILTY-CLAY) with trace sand, firm, thinly laminated with very thin coarse silt lenses, (CL).

43.0

WATER TABLE AND REMARKS

WH: Sampler penetration with weight of rods and hammer .

WR: Sampler penetration with weight of rods.

45-+---r--+---r-~-~4

15 1

15 2

50~--+-~---r--+-2~

18 WH

24 WH

WH

55-+---+---!---+----+-"-WIJ..!.....jH

17 WR

24 WH

WH

60 WH -~ ··_....;..._ .

N=NUMBER OF BLOWS TO DRIVE 2._

LOGGED BY Jason Kryszak (ens)

' SPOON 12.. ' WITH 1.40.. lb. WT . FALLING 3.Q. ' PER BLOW

SHEET 3 OF 4

PROJECT

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations 1091 Jamison Road • Elma, NY 14059

HOLE £.1~&..?2b-1717 • EDI@earthdimensions.com SURF. ELEVATION 582 +/-

901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Ravi Engineering & Land Surveying P C DATE START ED 09/01120 COMPLETED 09/01120

DEPTH

IN FT

SN

1R

OJ

WR

BLOWS ON

SAMPLER

6/ 12/ 12 18

WR

WR

18/ LITH

24 N

> :i'.;>:i

Ei~~ <1 :'"":,~;:-.:,:i

WH >~;:-.:,:i

F.-~' "':"'"'"":

r,--:,.,.:;:'"" ·. ,:

DESCRIPTION AND CLASSIFICATION

Extremely moist gray (SILTY-CLAY) with trace sand, firm, thinly laminated with very thin coarse silt lenses, (CL).

66.4

Advanced augers to refusal at 66.4 feet.

WATER TABLE AND REMARKS

WH: Sampler penetration with weight of rods and hammer.

WR: Sampler penetration with weight of rods.

70-r--,_--+-~r--+---1

75-+--~--~--+---r-~

N=NUMBER OF BLOWS TO DRIVE 2.._

LOGGED BY Jason Kryszak (ens)

' SPOON 1.2. ' WITH 1AQ. lb. WT. FALLING 3D_ ' PER BLOW

SHEET 4 OF 4

tc:

2 0

13E96c

PROJECT

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations 1091 Jamison Road • Elma, NY 14059

HOLE Jd.l~_y_?zt1717 • EDI@earthdimensions.com SURF. ELEVATION 581 +/-

901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erje County NY

CLIENT Bavi Engineering & Land Suryeyjog P C DATE STARTED 08/27/20 COMPLETED 08/27/20

DEPTH

IN FT

SN

REC:

.l

0/

Q

I?

WH

WH

BLOWS ON

SAMPLER

6/ 12/ 12 18

B

?R l

1/12

18/ 24 N

1R

<2

<2

~DESCRIPTION AND CLASSIFICATION WATER TABLE AND REMARKS

Asphalt pavement. Note: Sample number 1 taken from

·S::: 0.5 0.5 to 2.0 feet.

<?~/() . S3 Moist gray to brownish gray gravelly Asphalt pavement to 0.5 feet c;. . ·. (SAND) fill with 20 to 40% gravel, over sandy soil fill with some :6 · . S3 trace silt, slag, and glass fragments, gravel, trace silt, slag, and glass

:. · P compact to dense, massive sorl fragments to 6.4 feet over silty

• • . S3 structure, (SW). slack water sediment with trace .o to little clay, trace sand to 11.0 9 ' .

-o:o s::: feet over clayey slack water

<?< ~ . sediment with trace sand and

1·o:o s:::

gravel to end of boring.

<?~.~('\.(';' 6.4 Note: Advanced bore hole with 3

.:,.;.':"::. ::··T~ :::· · Extremely moist gray (CLAYEY-SILT) 1/4" lD x 7" OD hollow stem auger casing with continuous split

~: ·:::>:+ ~/:: with trace to lit tle clay, trace sand, spoon sampling to end of boring very soft to sof t, thinly laminated with at 16.0 feet. Bore hole was very thin coarse silt lenses, (ML-CL).

backfilled with cuttings to ground surface upon complet ion.

;~_: ... ~f':":i:· No water at completion.

. . :::'~\: ::· grades downward to 11.0

WH: Sampler penetration with ·:• ....... :.- ·. ----- - ---- ----- -------------- weight of rods and hammer.

~0~~ :I_:.~ Extremely moist gray (SILTY- CLA Y) ~ . with 3 to 7% gravel, trace sand, very :::i . = sof t, thinly laminat ed with very thin

~~·~ coarse silt lenses, (CL).

~ ;:-_I:~

~~ 16.0

Boring complet ed at 16.0 feet.

N=NUMBER OF BLOWS TO DRIVE 2._

LOGGED BY Jason Kryszak (cos)

' SPOON 12. ' WITH !!til. lb. WT . FALLING 3.0_ ' PER BLOW

SHEET I OF I

13E96c

PROJECT

DIMENSIONS , INC .

Soil and Hy dm geologic Investigations • Wetland Delineations

1091 Jamison Road • Elma, NY 14059 HOLE Jd.1<y_~~?ci1 7 1 7 • EDI@earthdimensions.com SURF. ELEVATION 579 +/-

901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Bavi Engineering & Land Surveying P.C. DATE START ED 08/27/20 COMPLETED 08/27/20

DEPTH

IN FT

SN

-m

."1

0/

IR

I

WR

I

WR

BLOWS ON

SAMPLER

6/ 12/ 12 18

? Q

::l(l

I

1/12

I

WR

1/1?

WH

WH

18/ 24 N

?A

<2

I

<2

I

<I

WH

LITH DESCRIPTION AND CLASSIFICATION WATER TABLE AND REMARKS

·'.Oa ·:.oc Asphalt pavement. Note: Sample number 1 taken from '. 0 ' . 0.5 to 2.0 feet. <:? • o·. 0.3 • o •. :c .ooo.

o'o'' Moist gray to light gray gravelly Asphalt pavement to 0.3 feet • o . :c ··ooo (SILTY- SAND) fill with 20 to 40% over sandy soil fill with some o: . o' · . gravel, trace to little silt, trace slag, •. . o ,. c gravel, trace to little silt, trace ·:.oo ·:p compact to dense, massive soil slag to 4.5 feet over silty slack <:?: . .'o<:? . ·, structure, (SM). water sediment wi th trace to ·:.oo .o o.:·; o·· ; little sand and clay to 14.2 feet ·:o6 ·'o' 4.5

() ·:. over water sorted and deposited ·.o c; . ·.o

Extremely moist to wet gray sand t race to little silt to 15.1 '7'<Q,· ·. : .. --=-.~: -. .

(SAND-SILT-CLAY) with 3 to 7% feet over water sorted and gravel, trace to little sand and clay, deposited sand with some gravel, very soft, thinly laminated to thinly trace silt to end of boring.

~it~~;.

bedded, (ML -CL).

Note: Advanced bore hole with 3 1/4" IO x 7" OD hollow stem auger casing with continuous split

~}.~;[}. spoon sampling to end of boring

~:~;~:f at 16.0 feet. Bore hole was back filled with cu ttings to ground surface upon completion.

No water at completion.

g~:::

WR: Sampler penetration with weight of rods.

<Ltf.::;L~> WH: Sampler penetration with weight of rods and hammer.

4~.:<~~·:f grades downward to 14 .2 . t.' ~ : .. ~· o: ~ : .. --- -- -- - - ----- -- - - - - ---- -- - --. . . ... .... ' ·.• . ' Wet gray (SILTY- SAND) with mostly ::_: ·~·.··.::: . .•, . . . fine size sand, trac e t o little silt,

• f!l":'. I

(SM).

· o:o · ~ I loose, thinly bedded, I . . "'. I 1 grades downward to 15.1 I~ - - ---- --- ------------ -- -- --

Wet gray gravelly (SAND) with 20 to 40% gravel, trace silt, very loose, stra tified, (SW).

16.0

Boring complet ed a t 16.0 f eet.

N=NUMBER OF BLOWS TO DRIVE 2_

LOGGED BY Jason Kryszak (c os)

' SPOON 12. ' WITH lAO.. lb. WT. FALLING 3..0.. ' PER BLOW

SHEET 1 OF I

1091 Jamison Road • Elma, NY 14059 HOLE J?.l~)_~.??ol717 • EDI@earthdimensions.com SURF. ELEVATION 580 +/-13E96c

PROJECT 901 Fuhrmann Boulevard LOCATION Terminal B

City of Buffalo Erie County NY

CLIENT Ravi Engineering & Land Surveying P C DATE STARTED 08/27/20

DEPTH

IN FT

SN 0/

1 REC 6

1 R

BLOWS ON

SAMPLER

6/

12/

12 R

? R

18 R

R

3 5

4 1/18

5 1/12

1/t?

18/

N LITH DESCRIPTION AND CLASSIFICATION

• C)": . Asphalt pavement.

·~:o - ~ ·,., .. . o ..

y · . CJ ••

· ~: o · ~ o .·. ·-o ..

14 :/::;::;\/~:::

Moist brownish gray to brown gravelly (SAND) fill with 20 to 40% gravel, trace silt and slag, compact, massive soil structure, (SW).

://:><>: Moist brown to light brown \ (SILTY- SAND) with mostly fine size

7 . · .. · · · · ', sand, trace to little silt, compact, . . . . 't thinly bedded, (SM) .

\ grades downward to lioi' ·~-;,;..;.4, Extremely moist to wet gray <1 ~'f'::"~<> i ', (SANDY-SILT) with little to some

0.4

2.3

4.5

~i-~~ \ s(~~~: trace clay, loose, thinly bedded, -E..~-r-.:= , ~.- :f.;:-<> ::' ~ ___ __ ~~':d_e_:; _d_o~~~~r_d_ ~ ___ ____ ~-6

<2 &.-r-.:= ~• ~- · i- Extremely moist gray (SILTY-CLAY) ·: ~. ··:i-:~ . ..;... &.r-.:=. with 3 to 7% gravel, trace sand, very

COMPLETED 08/27/20

WATER TABLE AND REMARKS

Note: Sample number 1 taken from

0.5 to 2.0 feet.

Asphalt pavement to 0.4 feet over sandy soil fill with some gravel, trace silt and slag to 2.3 feet over water sorted and deposited sand with trace to little silt to 4.5 feet over silty slack water sediment with little to some sand, trace clay to 6.6 feet over clayey slack water sediment with little clay, trace sand to end of boring.

Note: Advanced bore hole with 3 1/4" ID x 7" OD hollow stern auger casing with continuous split spoon sampling to end of boring at 16.0 feet. Bore hole was backfilled with cuttings to ground surface upon completion.

10-t---+---t--+--t----l ~<> =::=-.;, ::' soft, thinly laminated with very thin

~~~ coarse silt lenses, (CU. 6 1/12

1/12

7 WH

20 WH

WH

WH

8 WH

15-+--22--+--+-"_11"-'--t H_ - -+---l

WH

WH

<2 &._-r.....::;;.

&.-r.....::;;.

~"':F"~ ~-r-

<1 ~ .. .,.:;.,.... .. .,.:

grades downward to 14.0

Extremely moist to wet gray to dark gray (CLAYEY-SILT) with little clay, trace sand, thinly laminated with very thin coarse silt lenses, (ML -CU .

Boring completed at 16.0 feet.

16.0

No water at completion.

WH: Sampler penetra tion with weight of rods and hammer.

N=NUMBER OF BLOWS TO DRIVE 2._

LOGGED BY Jason Kryszak (cos)

' SPOON 1.2. ' WITH 14Q. lb. WT . FALLING 3..0. ' PER BLOW

PROJECT 901 Fuhrmann Boulevard

DIMENSIONS , INC .

Soil and Hydrogeologic Investigations • Wetland Delineations 1091 Jamison Road • Elma, NY 14059 (71C£ }E3-1717 • EDI@earthdimensions.com

HOLE NO. - - 0 SURF. ELEVATION

LOCA TlON Terminal B

City of Buffalo Erie County NY

579 +I-

CLIENT Ravi Engineering & Land Suryeyjng. p C DATE START ED 08/27/20 COMPLETED 08/27/20

DEPTH

IN FT

SN Of 1REt. 6

1 R

? 7

BLOWS ON

SAMPLER

6/ 12/ 12 18

Q

16 4

_fi_

18/

1fl

R

N LITH

. . : ::o~::

26 ~?s~~ [6?.::()6~

10 ', t: . : ~ .

DESCRIPTION AND CLASSIFICA TlON

Moist brown to grayish brown (SANDY-SILT) fill with 10 to 20% gravel, little sand, trace slag and clay, compact, massive soil structure, (ML).

Moist gray (SILTY-SAND) with trace to little silt, compact, thinly bedded, (SM).

1.9

WATER TABLE AND REMARKS

Coarse silty soil fill with tittle sand and gravel, trace slag and clay to 1.9 feet over water sorted and deposited sand, trace to little silt to 5.7 feet

5-r~12~---+-z~r--+--~ 13 over clayey slack water sediment with trace sand to 7.1 feet over water sorted and deposited sand with trace to little sil t, trace organic matter to 11.8 feet over sandy soil fill with little to some silt, trace gravel, paper fiber, brick fragments, and wood fiber to 14.1 feet over water sorted and deposited sand with trace to lit tie silt to end of boring .

R f\

4 2

19 _I

5 WH

23 1 f

10-t---+--i--t---+-.L........Jf

6 WH

15 WH

WH

WH

7 3 16 4

8 3 20 2 15-+..:.:....:..-t---t---"'---t----t----i

•. ·"' : i

<1 . .' ' :.:

t ', r.' , 0 0 · · . 0

15 ~ ~.

~·- ~·:·.·~ o· .;·:·:~

9 .· .• . t

4 >:0::··.··;.' . , .. ' ~ grades downward to 5. 7

Extremely moist gray (SILTY-CLAY) with trace sand, firm, thinly laminated with very thin coarse silt lenses, (CL).

grades downward to

Extremely moist to wet dark gray (SIL TY-SANO) with trace to little silt, trace organic matter, firm, thinly bedded, (CL).

Moist to extremely moist brown (Sll TY -SAND) fill with 3 to 7% gravel, little to some silt, trace paper fiber, brick fragments, and wood fiber, compact, massive soil structure, (ML).

Slight petroliferous odor.

Wet gray (SILTY- SAND) with trace to little silt, compact, thinly bedded, (SM).

Boring completed at 16.0 f eet.

7.1

11.8

14.1

16.0

Note: Advanced bore hole with 3 1/4" 10 x 7" OD hollow stern auger casing with continuous split spoon sampling to end of boring at 16.0 feet. Bore hole was backfilled with cuttings to ground surface upon completion .

No water at completion.

WH: Sampler penetration with weight of rods and hammer.

N=NUMBER OF BLOWS TO DRIVE 2_

LOGGED BY Jason Kryszak (cos)

' SPOON 1.2. ' WITH IA.O.. lb. WT. FALLING 3..0. ' PER BLOW

Attachment B

BE3 Corporation Gamma Walkover Survey Report

September 23, 2020

James D. MacKecknie, P.G.

Project Manager Ravi Engineering & Land Surveying, P.C.

2110 South Clinton Avenue, Suite 1 Rochester, New York 14618

RE: Summary of Findings for Gamma Walkover Survey (GWS) – Terminal B Outer Harbor

Dear Jim, This letter presents a summary of findings for the GWS performed on August 27th through September 2nd, 2020. The survey was performed to assess whether the slag encountered at the site during a previous geotechnical investigation exhibits elevated gamma radiation, and if it does, then what is the significance of the radiation. In parallel with the GWS, additional borings were performed on-site, the material from which were also included in the gamma radiation surveys.

The approximately 10-acre area is located off Fuhrmann Blvd along the Outer Harbor in South Buffalo and consists mostly of open parking lot except for an approximately 100,000 SF building and a few small areas of greenscape (i.e., areas absent of asphalt, concrete, or other hard surface material). The focus area is a portion of a larger approximately 50-acre parcel listed as 901 Fuhrmann Blvd. The survey was performed using gamma scintillation system (GSS) equipped with GPS technology (i.e., Ludlum 2221/44-10 and Trimble Geo7X) to ensure that the results could be accurately mapped and illustrated clearly. The attached figures present the field data and its relation to background gamma radiation and statistical significance (e.g., mean, standard deviation, etc.). The following observations were noted:

• Source checks of the GSS were performed daily using a 1 µCi Cs-137 source. No issues were observed. The Trimble GPS worked without issue until some intermittent readings were observed on days 4 and 5. The communication issues did not affect the data.

• Background gamma radiation was performed daily on hardscape, soil, and gravel. No discernable fluctuations in readings were observed between the different media; therefore, the average site-wide background was calculated at 7400 counts per minute (cpm).

• The final gamma radiation statistics included a maximum of approximately 17,700 cpm, a…