iem daily field report - new york · 11/3/2015 · iem daily field report truck log prepared by:...

IEM Daily Field Report

Prepared By: Eric Thornburg IEM Representative

of 6

Signed In Signed Out Southwest Brooklyn Marine Transfer Station

1824 Shore Parkway Brooklyn, New York 11214

Date: November 3, 2015 Inspector: Eric Thornburg Location /

Description:

Project #: URLI1401 Site Time: 0630 to 1640 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: 50 ºF to 67 ºF

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(1):

Crane

Lull

Front End Loader

Water Tank Truck

Pile Driver

Excavator(s) 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):

Personnel Organization Personnel Organization

Personnel PDC Michael Pokorny URS / LiRo

Andrew Port Louis Berger Donald Menz URS / LiRo

Nelson Mendez EnTech Michael Balarezo URS / LiRo

Joe Incorvaia Total Safety Consultant Yolanda Mendez Professional Touch (Cleaning company)

Steven Lovaglio URS / LiRo Jason Tirado Certified Safety

Personnel Soil Solutions, AEL, Presco, Olympic, Solar Inc.,

JT Cleary Victor Bogatyrev 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:

Time Stamp Details

Time On Site: 6:30 am

6:30 am Four air monitoring stations are being setup 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 6:35 am. The air monitoring station locations are depicted on the Sketch.

6:30 am to 4:00 Presco bending rebar in the northwestern portion of the site.

7:00 am Portion(s) of the silt fence along the southern perimeter of the site observed to be down to accommodate work activities in the area. The CM was notified. See “Issues discussed this date with the Construction Managers”.

Day / Date: Tuesday / November 3, 2015 Client: URS / LiRo H2M Project No.: URLI1401


of 6

7:00 am to 2:30 pm Barges containing JT Cleary crane arrive in Gravesend Bay along the southern perimeter of the site. JT Cleary preparing for work activities in the following weeks.

7:00 am to 4:30 pm Presco installing rebar in the central, southern and eastern portions of the site. Crane and lull utilized to move rebar around the site.

7:00 am to 3:00 pm Olympic Plumbing installing drainage plumbing in the box forms in the central portion of the site.

7:00 am to 3:00 pm Solar Inc. installing sleeves and conduit in the pile caps.

7:00 am to 3:00 pm Box forms constructed in the southern portion of the site. High density foam being installed in the southern portion of the site.

7:05 am to 7:30 am

One truck enters the site through the gate and the Stabilized Construction Entrance on 25th Avenue. The GC utilizes the excavator to load the soil staged in the southeast portion of the site onto the trucks. The trailers are loaded with soil, raise the tarp over the trailers and exit the site through the construction entrance and the gate and Stabilized Construction Entrance on 25th Avenue. According to the CM, the soil is being transported as “Material meeting NJRDCSRS”. According to the CM, the soil is being transported off-site for final disposal at: Impact Reuse & Recovery Center in Lyndhurst, New Jersey (IRRC). Details are provided on the GC-prepared manifests (Attachment A).

7:30 am to 3:00 pm Soil Solutions utilizing welding tools to weld braces inside the 36-inch piles in the eastern portion of the site. Excavator utilized to dig out piles. Pile driver utilized to break up asphalt within the 36-inch piles.

9:35 am to 9:55 am & 12:00 pm to 12:30 pm

Site work stops for a work break.

10:00 am to 2:00 pm Excavator utilized to place select fill around box forms in the southeastern portion of the site. Front end loader utilized to load excavator bucket with select fill. Motorized compactor utilized to compact select fill.

11:00 am to 11:20 am

One truck enters the site through the gate and construction entrance on Bay 41st Street. The GC utilizes the excavator to load the soil staged in the southeast portion of the site onto the trucks. The trailers are loaded with soil, raise the tarp over the trailers and exit the site through the construction entrance and the gate on 25th Avenue. According to the CM, the soil is being transported as “Material meeting NJRDCSRS”. According to the CM, the soil is being transported off-site for final disposal at: Impact Reuse & Recovery Center. Details are provided on the GC-prepared manifests (Attachment A).

12:45 pm to 3:35 pm Concrete trucks enter the site through the gate and the Stabilized Construction Entrance on 25th Avenue. Concrete poured in the southwestern portion of the site into box forms.

1:45 pm to 2:05 pm

One truck enters the site through the gate and the construction entrance on 25th Avenue. The GC utilizes the excavator to load the soil staged in the southeast portion of the site onto the trucks. The trailers are loaded with soil, raise the tarp over the trailers and exit the site through the construction entrance and the gate on 25th Avenue. According to the CM, the soil is being transported as “Material meeting NJRDCSRS”. According to the CM, the soil is being transported off-site for final disposal at: Impact Reuse & Recovery Center. Details are provided on the GC-prepared manifests (Attachment A).

4:35 pm Site work stops for the day. EnTech removes the air monitoring stations.

Time Off-Site: 4:40 pm

General Observations:

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

According to Louis Berger, at approximately 6:15 am Presco began bending rebar in the northwestern portion of the site an additional excavator was delivered to the site via flatbed trailer. Throughout the day, the GC periodically implemented dust suppression at the site by wetting down the ground surface with water from the water tank truck. The water tank truck was observed wetting down the ground surface at an approximate frequency of once every two hours.

Issues discussed this date with Construction Manager: Silt fence along the southern perimeter of the site observed to be taken down to

accommodate work activities. The silt fence along the perimeter of the site is not observed or observed to be in disrepair.

Day / Date: Tuesday / November 3, 2015 Client: URS / LiRo H2M Project No.: URLI1401


of 6

Persons Contacted: Michael Balarezo – URS / LiRo

Status: The reinforced silt fence along the perimeter of the site is not installed / located as per drawing C-013.02, titled Final Site

Grading, Paving and Landscaping Overall Plan, Construction Phase, prepared by Greeley and Hansen, dated September 2012

(revision date) and drawing 1-6, titled Proposed Stormwater Drainage Plan, Final Site Finishes Phase, prepared by Greeley and

Hansen, dated February 2013 (both included in the Project SMP) or was observed to be in disrepair. According to the CM, the silt

fence along the southern portion of the site will not be erected/restored because the concrete wall that is currently being constructed

in the southern portion of the site will extend from the ground surface to an elevation that is higher than the top of the silt fence and

rendering the silt fence useless. The CM has requested the GC review the current plan(s) regarding placement of the silt fence and

adjust the plans, as needed.

Notes: None.


SKETCH


of 6

Approximate Location of Air Monitoring Stations B4.




Approximate location of concrete washout station

Approximate area of electric, rebar, foam and plumping installation

Approximate area of pile brace welding

Approximate area of box form construction

Approximate location of concrete washout station

Approximate area of select fill placement

Approximate area of concrete pouring

Approximate location of soil stockpile


TRUCK LOG


of 6

Load

Counter Time In(1) License Plate No. Truck ID(2) Trucking Company Disposal Facility(3) Permit No.(2) Time Out(1) Notes

1 7:05 am AS199V #63 Munoz Trucking Corp. Impact Reuse & Recovery Center NJ777 7:30 am NA

2 11:00 am AS199V #63 Munoz Trucking Corp. Impact Reuse & Recovery Center NJ777 11:20 am NA

3 1:45 pm AS199V #63 Munoz Trucking Corp. Impact Reuse & Recovery Center NJ777 2:05 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 Impact Reuse & Recovery Center. Details are provided on the manifests (Attachment A).

NA – Not applicable / available.


PHOTOGRAPH LOG


of 6

ATTACHMENT A

MANIFESTS, AS PROVIDED BY THE CM

iem daily field report - new york · 11/3/2015 · iem daily field report truck log prepared by:...

Documents