IEM Daily Field Report

Prepared By: Derrick Luu IEM Representative

Page 1 of 5

Signed In Signed Out Southwest Brooklyn Marine Transfer Station

1824 Shore Parkway Brooklyn, New York 11214

Date: April 8, 2015 Inspector: Derrick Luu Location /

Description:

Project #: URLI1401 Site Time: 0620 to1530 Assigned by: SPD

Day Weather General Site Conditions

Monday Thursday Clear Snow Warm Clear

Tuesday Friday Overcast Fog Hot Muddy

Wednesday Rain Cold Temperature Range: 30 ºF to 50ºF

General Contractor: Prismatic Development Corporation (PDC) Construction Manager: URS / LiRo

G/C Name: Richard Tonnensen CM Name: Michael Balarezo / Donald Menz

S/C&S/C Supervisor: NA CM Phone #: 973-445-1118 / 973-715-7537

Equipment and Machinery in Use:

PDC D5G Bulldozer (Bulldozer)

PDC Excavator 324E with bucket (Excavator)

Soil Solutions 320C excavator (Excavator)

PDC CAT 318E with hammer attachment (Excavator)

Soil Solutions Pile Driver

Impact Environmental (IE) Geoprobe® (Geoprobe)

Water Tank Truck

Personnel on Site(1):

Personnel Organization Personnel Organization

Super, laborer(s), teamster, operator(s), surveyors, project manager

PDC Michael Balarezo URS / LiRo

Joe Sbarra Louis Berger Yolanda Mendez Professional Touch (Cleaning company)

Joanne Matamoro Certified Safety Ramon See Atlantic Engineering Laboratories

Pavlos Kominakos Total Safety Consultant Nabil Saadin URS / LiRo

Super, operator(s), laborers, surveyor Soil Solutions Victor Bogatyrev URS / LiRo

Project manager DDC Xin Yuan and Blake IE

PDA Urkkada Notes:

(1) List of personnel on site is based on field observations and is not inclusive of every personnel that may have been present at the site.

Observations:

Time Stamp Details

Time On Site: 6:20 am

6:15 am GC opens the gates, providing access to the site.

6:30 am EnTech begins setting up four air monitoring stations at perimeter locations specified by the CM, forming a quadrangle around the anticipated work area. The air monitoring station locations are depicted on the Sketch.

Day / Date: Wednesday / April 8, 2015 Client: URS / LiRo H2M Project No.: URLI1401

Prepared By: Derrick Luu IEM Representative

Page 2 of 5

Time Stamp Details

7:00 am One trailer containing 6 piles that are conic, 20-inch diameter at the top to 10-inch diameter at the bottom arrived on site. The GC installs the braces in the concrete pit located near the center of the site. GC utilizes the Excavator to hammer the concrete and uncover the concrete boxes.

7:00 am to 2:15 pm (work stopped during breaks)

IE sets up for hazardous lead delineation in the western portion of the site. IE conducted soil borings in the western portion of the site utilizing a Geoprobe. Soil samples were collected continuously into 5-foot long, 2-inch diameter dedicated acetate sleeves (macro-core samplers) to the final depth. Decontamination prior to sampling and in between soil boring locations included, but was not limited removing adherent material(s) with bristle brush(es) and washing sampling equipment / tools with detergent. Soil samples were collected by IE personnel wearing nitrile gloves, placed in glassware that was labeled and placed in cooler(s) with ice. After sample collection, soil borings were backfilled to grade with FilPro® sand and gravel. In-situ soil samples were collected from the following waste characterization (WC) grid locations: Grid #: WC52 and WC56 (soil boring IDs: WC52D1, WC52D2, WC52D7, WC56D1, WC56D2, WC56D3, WC56D4, WC56D5, WC56D6, WC56D7, WC56D8, and WC56D9). Boring locations are provided in Attachment A (Hazardous Lead Delineation Plan [Figure 10] obtained from the Proposed Delineation Plan for Supplemental Borings, Tests of Soil for Lead, prepared by URS / LiRo and dated March 13, 2015 [March 2015 Pb Delineation Plan]). Soil samples were submitted to Phoenix Laboratories, Inc. in Manchester, Connecticut (Phoenix Labs). Composite samples were collected with TerraCore© samplers and submitted to Phoenix Labs. The following composite samples were submitted for total lead and lead via Toxicity Characteristics Leaching Procedure (TCLP): WC56D2, WC56D5, WC56D4, and WC52D2. The remaining composite samples were submitted to Phoenix Labs and placed on hold, pending analytical data from other composite samples. The following is a summary of the hazardous lead delineation conducted at the site and is based on field observations and/or sampling documents (chain of custody [COC], soil boring logs and sampling plan; Attachment A) prepared and provided by IE: Soil borings were completed to a depth ranging between 7.5 and 9 feet below ground surface (bgs). Ground surface cover included asphalt and/or gravel that ranged in thickness between 6 and 12 inches. Subsurface soil generally consisted of fill (e.g., sand, gravel, brick, wood, glass, “concrete / rock”, and coal ash). “Trace coal ash” was identified from 0.5 to 4 feet bgs in the soil boring identified as WC56D5 (completed within

WC56). Where detected, groundwater was encountered at depths ranging between 7 and 8 feet bgs. One composite sample was collected from each boring.

It should be noted that IE completed soil borings WC52D1, WC52D2, WC52D7, WC56D1, WC56D2, WC56D3, WC56D4, WC56D5, WC56D6, WC56D7, WC56D8, and WC56D9 at the site. Soil borings WC52D7, WC56D7, WC56D8, and WC56D9 were not included in the Hazardous Lead Delineation Plan provided in the March 2015 Pb Delineation Plan. Composite samples collected from these borings were submitted to Phoenix Labs and placed on hold.

7:00 am to 12:00 pm Soil Solutions is removing the weights on failed pile test.

7:57 am to 2:30 pm Soil Solutions utilizing the pile driver to install piles into the ground. A total of 32 piles were driven into the ground at the site.

9:30 am Site work (excluding Soil Solutions) stops for work break.

9:35 am to 12:00 pm GC utilizes the Excavator to hammer the concrete and uncover the concrete boxes. The concrete is staged at the site, pending off-site disposal.

12:00 pm Site work (excluding Soil Solutions) stops for work break.

2:15 pm IE completed a total of 12 soil borings for hazardous lead delineation.

12:30 pm to 3:00 pm Soil Solutions begins loading weights on pile 673 for load test to begin tomorrow.

Day / Date: Wednesday / April 8, 2015 Client: URS / LiRo H2M Project No.: URLI1401

Prepared By: Derrick Luu IEM Representative

Page 3 of 5

Time Stamp Details

12:30 pm to 3:15 pm GC utilizes the Excavator to hammer the concrete and uncover the concrete boxes. The concrete is staged at the site, pending off-site disposal.

3:15 pm Site work stops for the day

3:20 pm EnTech removes the air monitoring stations.

Time Off-Site: 3:30 pm

General Observations:

The subsurface soil generally consists of brown coarse sand with varying amounts of fill (e.g., brick, glass, metal fragments, metal pipes, paper, and plastic).

According to EnTech, particulate matter and total organic vapors were not detected at concentrations greater than the action levels.

Non-Compliant activity reported this date to CM: None.

Persons Contacted: NA

Status: NA

Notes: NA

IEM Daily Field Report

SKETCH

Prepared By: Derrick Luu IEM Representative

Page 4 of 5

Approximate work area

Approximate Location of Air Monitoring Stations (B1, B2, B3, and B4)

B4

B3

B1

B2

IEM Daily Field Report

PHOTOGRAPH LOG

Prepared By: Derrick Luu IEM Representative

Page 5 of 5

ATTACHMENT A

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