iem daily field report - new york · 2015-11-04 · iem daily field report truck log prepared by:...

IEM Daily Field Report

Prepared By: Eric Thornburg IEM Representative

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Signed In Signed Out Southwest Brooklyn Marine Transfer Station

1824 Shore Parkway Brooklyn, New York 11214

Date: November 5, 2015 Inspector: Eric Thornburg Location /

Description:

Project #: URLI1401 Site Time: 0635 to 1600 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: 55 ºF to 67 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 #: 973-445-1118 / 973-715-7537

Equipment and Machinery in Use(1):

Crane

Lull

Front End Loader

Water Tank Truck

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 Michael Balarezo URS / LiRo

Nelson Mendez EnTech Yolanda Mendez Professional Touch (Cleaning company)

Joe Incorvaia Total Safety Consultant Jason Tirado Certified Safety

Steven Lovaglio URS / LiRo Victor Bogatyrev URS / LiRo

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

JT Cleary

(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: 6:35 am

6:35 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.

6:35 am Concrete pump truck on site in the southeastern portion of the site.

6:35 am to 3:00 pm Presco bending rebar in the northwestern portion of the site and installing rebar in the central portion of the site.

7:00 am to 7:45 am Four trucks enter the site through the gate and the Stabilized Construction Entrance on 25th Avenue. The GC utilizes the excavator to load the soil from the northeast 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 Stabilized Construction Entrance and the gate on 25th

Day / Date: Thursday / November 5, 2015 Client: URS / LiRo H2M Project No.: URLI1401


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Avenue. According to the CM, the soil is being transported as “Material meeting PA Clean Fill Standard”. According to the CM, the soil (obtained from Waste Characterization [WC] Grid Number 35 [according to the GC-prepared manifests; Attachment A]) is being transported off-site for final disposal at: Total Recycling Corp. 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 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”.

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

7:00 am to 3:00 pm Presco installing rebar in the 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 2:45 pm Concrete trucks enter the site through the gate and the Stabilized Construction Entrance on 25th Avenue. Trucks poured concrete into concrete pump truck.

7:30 am to 3:20 pm Soil Solutions utilizing welding tools to weld braces inside the 36-inch piles in the eastern portion of the site.

7:20 am to 3:50 pm Concrete pump truck pouring concrete in the southern and central portions of the site.

8:00 am to 3:15 pm JT Cleary dredging Gravesend Bay in the southeastern portion of the site. Containment booms in place around the work area.

8:00 am to 3:00 pm Box forms taken apart in the southern portion of the site.

8:30 am to 9:30 am Trailer with high density foam blocks enters the site through the gate and the Stabilized Construction Entrance on 25th Avenue. Foam unloaded in the southwestern portion of the site.

9:40 am to 10:00 am & 12:00 pm to 12:30 pm

Site work stops for a work break.

10:40 am to 11:00

Three trucks enter the site through the gate and the Stabilized Construction Entrance on 25th Avenue. The GC utilizes the excavator to load the soil from the northeast 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 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”. According to the CM, the soil (obtained from WC Grid Number 35 [according to the GC-prepared manifests; Attachment A]) is being transported off-site for final disposal at: TRC via IRRC. Details are provided on the GC-prepared manifests (Attachment A).

1:35 pm to 2:20 pm

Three trucks enter the site through the gate and the Stabilized Construction Entrance on 25th Avenue. The GC utilizes the excavator to load the soil from the northeast 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 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”. According to the CM, the soil (obtained from Waste Characterization [WC] Grid Number 35 [according to the GC-prepared manifests; Attachment A]) is being transported off-site for final disposal at: Total Recycling Corp. in Danielsville, Pennsylvania (TRC) via Impact Reuse & Recovery Center in Lyndhurst, New Jersey (IRRC). Details are provided on the GC-prepared manifests (Attachment A).

4:00 pm Site work stops for the day. EnTech removes the air monitoring stations.

Time Off-Site: 4:00 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 6:00 am Presco began installing bending rebar in the northwestern portion of the site.

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.

Day / Date: Thursday / November 5, 2015 Client: URS / LiRo H2M Project No.: URLI1401


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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.

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


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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 concrete pouring

Approximate location of concrete washout station

Approximate area of dredging

Approximate area of soil removal live loading


TRUCK LOG


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Load

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

1 7:00 am AR438F #1 IDROVO Trucking Inc. TRC NJ777 7:30 am

Truck leased to Munoz Trucking

Corp.

2 7:00 am AM248W #52 Munoz Trucking Corp. TRC NJ777 7:35 am NA

3 7:00 am AP346O #5 Munoz Trucking Corp. TRC NJ777 7:40 am NA

4 7:00 am AS137K #55 Munoz Trucking Corp. TRC NJ777 7:45 am NA

5 10:40 am AR438F #1 IDROVO Trucking Inc.

TRC NJ777 10:50 am


Corp.

6 11:00 am AP346O #5 Munoz Trucking Corp. TRC NJ777 10:55 am NA

7 11:00 am AS137K #55 Munoz Trucking Corp. TRC NJ777 11:00 am NA

8 1:35 pm AR438F #1 IDROVO Trucking Inc.

TRC NJ777 1:35 pm


Corp.

9 1:40 pm AP346O #5 Munoz Trucking Corp. TRC NJ777 1:55 pm NA

10 2:05 pm AS137K #55 Munoz Trucking Corp. TRC NJ777 2:20 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.


PHOTOGRAPH LOG


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ATTACHMENT A

MANIFESTS, AS PROVIDED BY THE CM

iem daily field report - new york · 2015-11-04 · iem daily field report truck log prepared by:...

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