Ambient ConditionsPage 1 of 6
Transfer Station
1824 Shore Parkway
Brooklyn, New York 11214 Date: January 5, 2016 Inspector: Eric Thornburg
Location /
Description:
Project #: URLI1401 Site Time: 0640 to 1530 Assigned by: TC
Day Weather General Site Conditions
Monday Thursday Clear Snow Warm Clear
Tuesday Friday Overcast Fog Hot Muddy
Wednesday Rain Cold Temperature Range: 10 ºF to 30 ºF
General Contractor: Prismatic Development Corporation (PDC) Construction Manager: URS / LiRo
G/C Name: Richard Tonnensen CM Name: Michael Balarezo / Michael Pokorny
S/C&S/C Supervisor: NA CM Phone #: 917-983-5608 / 917-983-5616
Equipment and Machinery in Use (1)
:
Compact Roller
Elevating Work Platforms Notes: (1) List of equipment and machinery is based on field observations and is not inclusive of every equipment and machinery that may have been present at the site.
Personnel on Site (1)
Joe Sbarra Louis Berger Yolanda Mendez Professional Touch (Cleaning company)
Nelson Mendez EnTech Victor Bogatyrev URS / LiRo
Joe Incorvaia Total Safety Consultant Donald Menz URS / LiRo
Joanne Matamoros Certified Safety Michael Balarezo URS / LiRo
Personnel AEL, Presco, JT Cleary, Stonebridge, M and
H Nabil Saadi URS / LiRo
Steven Lovaglio URS / LiRo (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:
6:40 am
Four air monitoring stations are set up at perimeter locations specified by the CM, forming a quadrangle around the
anticipated work area. According to EnTech, air monitoring is occurring at the four air monitoring stations
beginning at 6:43 am. The air monitoring station locations are depicted on the Sketch.
7:00 am to 7:35 am
One truck enters the site through the gate and the Stabilized Construction Entrance on 25th Avenue. The GC
utilizes the excavator to load soil from the northwestern portion of the site onto the truck. The trailer is loaded with
soil, the tarp raised over the trailer and exits the site through the Stabilized Construction Entrance and the gate on
Day / Date: Tuesday / January 5, 2016
Client: URS / LiRo
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25th Avenue. According to the CM, the soil is being transported as “Material Meeting Pa Clean Fill Standard”, and
being transported off-site for final disposal at:
Total Recycling Corp., TRC – Walnut Cut in Danielsville, Pennsylvania (TRC) via Impact Reuse &
Recovery Center in Lyndhurst, New Jersey (IRRC).
Details are provided on the GC-prepared manifests (Attachment A).
7:00 am to 3:00 pm GC utilizing excavator to dig around the piles in the northwestern portion of the site and stockpile the soil. The
stockpiled soil was covered with poly sheeting at the end of the day.
7:00 am to 1:00 pm
Trailers containing gravel enter the site through the gate and the Stabilized Construction Entrance on 25 th
Avenue.
The gravel was dumped in the northern portion of the site on the ramp. GC utilized front end loader and bulldozer
to spread the gravel. A compact roller was used to stabilize the gravel in the ramp area.
7:00 am to 1:00 pm
Trailers containing select fill enter the site through the gate and the Stabilized Construction Entrance on 25 th
Avenue. The select fill was dumped in the southwestern portion of the site. GC utilized bulldozer to spread the
select fill in the area.
7:00 am to 3:30 pm GC installing wooden formwork on the ramp located in the northern portion of the site.
7:10 am to 2:40 pm M and H bending and installing rebar for ramp supports in the eastern portion of the site. Box forms constructed
around installed rebar.
8:00 am to 9:15 am Flatbed trailer containing rebar enters the site through the gate and the Stabilized Construction Entrance on 25
th
Avenue. GC utilizes forklift to unload the rebar in the northern portion of the site.
8:15 am to 2:30 pm JT Cleary preparing king piles for wall installation in the southeast portion of the site in Gravesend Bay.
8:15 am to 3:00 pm Stonebridge utilizing crane to move and position structural steel onto the concrete slab in the northern portion of
the site. Steel beams fastened into place.
9:30 am to 3:00 pm GC utilizing crane to install MSE walls for the ramp in the northern portion of the site.
9:40 to 10:00 am &
12:00 pm to 12:30 pm Site work stops for a work break.
9:45 am to 2:15 pm Presco bending rebar in the northwestern portion of the site.
10:00 am to 10:25 am
One truck enters the site through the gate and the Stabilized Construction Entrance on 25th Avenue. The GC
utilizes the excavator to load soil from the northwestern portion of the site onto the truck. The trailer is loaded with
soil, the tarp raised over the trailer and exits the site through the Stabilized Construction Entrance and the gate on
25th Avenue. According to the CM, the soil is being transported as “Material Meeting Pa Clean Fill Standard”, and
being transported off-site for final disposal at:
Total Recycling Corp., TRC – Walnut Cut in Danielsville, Pennsylvania (TRC) via Impact Reuse &
Recovery Center in Lyndhurst, New Jersey (IRRC).
Details are provided on the GC-prepared manifests (Attachment A).
10:50 am to 11:30 am Flatbed trailer containing metal box forms enters the site through the gate and the Stabilized Construction Entrance
on 25 th Avenue. GC utilizes forklift to unload the forms in the northern portion of the site.
1:00 pm to 1:20 pm
One truck enters the site through the gate and the Stabilized Construction Entrance on 25th Avenue. The GC
utilizes the excavator to load soil from the northwestern portion of the site onto the truck. The trailer is loaded with
soil, the tarp raised over the trailer and exits the site through the Stabilized Construction Entrance and the gate on
25th Avenue. According to the CM, the soil is being transported as “Material Meeting Pa Clean Fill Standard”, and
being transported off-site for final disposal at:
Total Recycling Corp., TRC – Walnut Cut in Danielsville, Pennsylvania (TRC) via Impact Reuse &
Recovery Center in Lyndhurst, New Jersey (IRRC).
Details are provided on the GC-prepared manifests (Attachment A).
3:20 pm Site work stops for the day. EnTech removes air monitoring stations.
Time Off-Site: 3:30 pm
General Observations:
According to EnTech, particulate matter and total organic vapors were not detected at concentrations greater than the action levels.
Due to limited vehicle traffic and non-dust generating site conditions, dust suppression was not required to be implemented.
Day / Date: Tuesday / January 5, 2016
Client: URS / LiRo
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Persons Contacted: None
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Approximate location of concrete washout station
Approximate area of soil excavation
Approximate area of gravel placement
Approximate area of steel construction
Approximate area of select fill placement
Approximate area of soil stockpile
IEM Daily Field Report
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Trucking Company Disposal Facility (3)
Permit No. (2)
Time Out (1)
Notes
1 7:00 am AN132Z #27 Munoz Trucking Corp. TRC via IRRC NJ777 7:35 am NA
2 10:00 am AN132Z #27 Munoz Trucking Corp. TRC via IRRC NJ777 10:25 am NA
3 1:00 pm AN132Z #27 Munoz Trucking Corp. TRC via IRRC NJ777 1:20 pm NA
(1) Time In / Out are approximate and based on field observations.
(2) As displayed on the truck.
(3) Soil being transported off-site for final disposal at TRC via IRRC. Details are provided on the manifests (Attachment A).
NA – Not applicable / available.
IEM Daily Field Report
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