iem daily field report - new york · pdf fileusing excavator 345c with hammer and ... soil...

IEM Daily Field Report

Prepared By: Jude Elie IEM Representative

of 6

Signed In Signed Out Southwest Brooklyn Marine Transfer Station

1824 Shore Parkway Brooklyn, New York 11214

Date: February 03, 2015 Inspector: Jude Elie Location /

Description:

Project #: URLI1401 Site Time: From: 0600; 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: 18ºF – 23ºF

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: Russo – Anthony Russo CM Phone #: 973-445-1118 / 973-715-7537

Equipment and Machinery in Use:

A. Russo Wrecking 345B L with hammer (Excavator 345B L with hammer)

A. Russo Wrecking 345B L with crusher (Excavator 345B L with crusher)

A. Russo Wrecking 345C with hammer (Excavator 345C with hammer)

Russo M22 Excavator with bucket (Excavator M22 with bucket)

Geoprobe Systems® 6600, Model # GA3000, Serial # GA230Z3 (Geoprobe® 6600)

Personnel on Site:

Personnel Organization Personnel Organization

Workers PDC Renee Palmer PDC

Workers Russo Margerit Butler Alante Security Group, Inc. (ASG)

Donald Menz URS / LiRo Xin Yuan Impact Environmental Consulting Inc. (IE)

Nabil Saadi URS / LiRo John Herbig IE

Viktor Bogatyrev URS / LiRo Blake Kimbro IE

Steven Lovaglio URS / LiRo Rob Sprint Poenix Laboratories, Inc.

Andrew Port Louis Berger Armando Rodriguez G&H (Design Liaison)

Nelson Mendez EnTech Yolanda Mendez Professional Touch ( Cleaning company)

Pavlos P. K. Total Safety Consultant (TSC) Peter Bostrom McCUTCHEON Associates P.A

Observations:

Time Stamp Details

Time On Site: 06:00 am

06:35 am GC opens the gates, providing access to the site.

06:45 am EnTech sets up four air monitoring stations at perimeter locations specified by the CM, forming a quadrangle around the anticipated work area.

07:00 am GC continues with demolition of the concrete slab, footings and asphalt-cover in the central and western portions of the site using Excavator 345C with hammer and Excavator 345B L with hammer.

07:50 am Conducted a walk-through of the site with Andrew, Nabil, Mike, and Pavlos. Mike asked Pavlos to performed maintenance on silt fence located in the northern and eastern portions of the site.

Day / Date: Tuesday / February 03, 2015 Client: URS / LiRo H2M Project No.: URLI1401


of 6

Time Stamp Details

07:00 am – 03:00 pm

IE conducted soil borings in the eastern portion of the site utilizing a Geoprobe® 6600. Soil samples were collected continuously into 5-foot long, 2-inch diameter dedicated acetate sleeves (macro-core samplers) to the final depth. In-situ soil samples were collected from the following waste characterization (WC) grid locations: Grid #: WC14, WC15, WC16, WC17, WC18, WC19, WC20, WC27, WC29, WC32, WC35, and WC40. Grid locations are provided in the Sampling Sketch. 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. Soil samples were submitted to Phoenix Laboratories, Inc. in Manchester, Connecticut (Phoenix Labs). Grab samples were collected with TerraCore© samplers and submitted to Phoenix Labs for volatile organic compounds (VOC) analysis via United States Environmental Protection Agency (EPA) Method 8260. Composite samples were submitted for “RCRA characteristics and full TCLP”, “TCLP Metals & TPH” and priority pollutants metals, semivolatile organic compounds (SVOC), polychlorinated biphenyls (PCB) / pesticides, and herbicides “to match all NJ DCSRS & NY Part 375 parameters and detection limits.” Soil sampling details provided below are based on field observations and/or sampling documents (COC and soil boring log; Attachment A) prepared and provided by IE: One soil boring was completed in each of the following waste characterization grids: WC14, WC15, WC16, WC17,

WC18, WC19, WC20, WC27, WC29, WC32, WC35, and WC40. Soil borings were completed to a depth ranging between 10 and 12 feet below ground surface (bgs). Where present, ground surface cover included asphalt, concrete and/or gravel that ranged in thickness between 6 and

12 inches. Subsurface soil generally consisted of fill (sand, gravel, brick, wood, coal ash, ash). Trace amounts of “coal ash” were identified from 0 to 5 feet bgs in the soil borings completed within WC14 and WC40. Trace amounts of “ash” were identified from 0.5 to 10 feet bgs in the soil boring completed within WC15. Trace amounts of “ash” were identified from 0.5 to 5 feet bgs in the soil boring completed within WC17. Trace amounts of “ash” were identified from 0 to 5 feet bgs in the soil borings completed within WC27, WC29 and WC35. One grab sample and one composite sample were collected from each soil boring. It should be noted that the COC

indicates 3 grab samples and 25 composite samples were collected (reference “Sample Type” column on COC). Based on field observations, one grab sample and one composite sample were collected from each boring. According to IE, incorrect sample types were listed for certain samples on the COC.

Four duplicate soil samples were collected. Where detected, groundwater was encountered at depths ranging between 5 and 7 feet bgs. Based on the Waste Characterization Samples Identification Table presented in Drawing Plate # 1, Sample Acquisition Plan, prepared by IE and dated August 19, 2014 and provided in the In-Situ Soil Analysis Specification Section 02105, Page 6, Paragraph 1.05-A, Submittal No. 02105.001, and Review Cycle No. 001 (August 2014 IE WC Sample Table): WC14, WC15, WC16, WC17, WC18, and WC19: Two samples were proposed for collection and as of the date of this

DFR, one of two samples has been collected.

08:40 am GC breaking up the concrete that is stockpiled around the demolition area (northerrn portion of the site) using Excavator Wrecking 345B L with hammer.

09:00 am Surveyor marking out the proposed building grade layout. 09:10 am GC performed maintenance on Excavator M22 with bucket.

09:25 am GC performed maintenance on Excavator 345B L with hammer and replaced the hammer with a crusher.

Day / Date: Tuesday / February 03, 2015 Client: URS / LiRo H2M Project No.: URLI1401


of 6

Time Stamp Details

09:30 am GC stops work during work break.

09:50 am GC continues with demolition of the concrete slab, footings and asphalt-cover in the southern portion of the site using Excavator 345C with hammer.

10:40 am GC used Excavator 345B L with crusher to load the 30 cubic yard (cy) metal container with rebar from the building foundation demolition. The container is staged in the northern portion of the site.

11:30 am GC performed maintenance on the silt fence located in the northern and eastern portions of the site.

12:00 pm GC stops work during work break.

12:50 pm GC continues with demolition of the concrete slab, footings and asphalt-cover in the central and western portions of the site using Excavator 345C with hammer.

01:20 pm GC works with Excavator M22 with bucket, segregating and stockpiling asphalt and concrete in the northern portion of the site.

02:00 pm GC performed maintenance on Excavator 345C with hammer.

02:40 pm IE submits the collected soil samples to the Phoenix courier for transport to the laboratory for analyses.

03:00 pm GC continues with demolition of the concrete slab, footings and asphalt-cover in the central and western portions of the site using Excavator 345C with hammer

03:10 pm Excess soil removed as part of the demolition was stockpiled around the demolition area. GC utilized this material to backfill the excavation and slope the sides.

03:17 pm GC stops work for the day.

03:25 pm EnTech removes the air monitoring stations.

Time Off-Site: 04:00 pm

General Observations:

The concrete and asphalt is stockpiled on the ground around the demolition area.

The former building slab / foundation is approximately 8 feet deep in certain areas and is reinforced with rebar of varying sizes.

The subsurface (under the concrete slab and asphalt-cover and around the concrete footings) 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


SKETCH


of 6

Approximate work area

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

B4

B3

B1

B2


SAMPLING SKETCH


of 6

Approximate location of sampling grid(s).


PHOTOGRAPH LOG


of 6

ATTACHMENT A

SAMPLING DOCUMENTS, AS PROVIDED BY IMPACT ENVIRONMETNAL

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- COOLER INFORhfATION

coaar rsnp: = pt~: l~ o" ~e O s+ewl~ rtacah* v(at~ Mt«matton)

Form SS-Z/Nov. 2013

• :•' •

Client: Prismatic Development Corp . Boring No.: WC/

t

Impact Environmental

170 Keyland Court

Bohemia,NY11217

(631) 269-8800

Project#: 7336 SW Marine Transfer Station Sheetlof 1

Site Location: 1824 S ore Par way, Broo yn, NY Date:

Drilling Co: Impact Environmental

Method: Geo robe direct ush

Personnel: Xin Yuan/ Impact Environmental

Total Depth: Depth to Water:

FO TFOR CHARACTERIZATION

Ex.l: brown, loose FSILTY-SAND, with some C Gravel a

Ex.2: grey &brown mottled soft CLAY and brown F SAND,

with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent

Recovery Soil Classification Remarks

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• :•' •t~

Client: Prismatic Development Corp./~~

BoringNo.: WC~~Impact environmental

170 Keyland Court

Bohemia,NY11217

(631)269-8800


Site Location: 1824 S ore Par way, Broo yn, NY Date: ~ ~ /s~


Method: Geo robe diY'eCt ush


Total Depth: ~i0 Depth to Water:

ORMATFOR CHARACTERIZATION

Ex.l: brown, loose FSILTY-SAND, with some C Gravel


with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


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14

15

16

17

18

19

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SOIL BORING LOG

Client: Prismatic Development Corp. BoringNo.: WC ~ ~Impact Environmental

170 Keyland Court

Bohemia,NY 11217

(631) 269-8800

Project# : 7336 SW Marine Transfer Station Sheet 1 of 1





Total Depth: ~ p Depth to Water:

F01ZrtilATFOR CHARACTERIZATION



with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


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SOIL BORING LOG

Client: Prismatic Development Corp. BoringNo.: WCImpact Environmental

170 Keyland Court

Bohemia,NY 11217

(631)269-8800Project#: ~ , 7336 SW Marine Transfer Station Sheet 1 of 1

fSite Location: 1824 S ore Par way, Broo yn, NY Date: ~~~'



Personnel: Xin Yuan/Impact Environmental

Total Depth: ~~ Depth to Water: (

FORMAT FOR CHARACTERIZATION


Ex.2: grey &brown mottled soft: CLAY and brown F SAND,

with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


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TRACE = 1- 10% LITTLE = 11- 20% SOME = 21 - 35% AND = 36 - 50

SOIL BORING LOG

Client: Prismatic Development Corp. BoringNo.: WC ~Impact Environmental

170 Keyland Court

Bohemia,NY11217

(631)269-88fl0Project#: 7336 SW Marine Transfer Station Sheetlof 1





Total Depth: Depth to Water: ~_

FORMA FOR CHARACTEWZATION



with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


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a

3

4

5

6 f ~ C...~ 3, S~~I ~v / ~ ,~,~~~

~~

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g

10

11 ~~

12

13

14

15

16

`„17

18

19

20


• :•' •

Client: Prismatic Develo meet CorP P • Baring No.: WCImpact Environmental

170 Keyland Court

Bohemia,NY 11217

(631) 269-8800

Project#: 7336 SW Marine Transfer Station Sheet 1 of 1

Site Location: 1824 S ore Par way, Broo yn, NY Date: 1~Drilling Co: Impact Environmental



Total Depth: ~p~ Depth to Water:

y„RA~riTFOR CHARACTERIZATION

E~l~=b~ wn, loose FSILTY-SAND, with some C Gravel


with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


i G r ~I~ j

f 7 ~ ~'3 ~ r '~ t,~( ~'r-

t-

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L

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g_/.

9

10

11

1~\ ~ ~.

IZ

i

13

14

rs

16

17

18

19

20

TRACE= 1 - 10% LITTLE =11 - 20% SnMF = 21 - 35~/ ANTI = 2F. _ 5t10/

• : ~ : ► Ce3~e~

Client: Prismatic Development Corp . Boring No.: WC 7~^jf~ ~

Impact environmental

170 Keyland Court

Bohemia,NY 11217

(631) 269-8800


Site Location: 1824 S ore Par way, Broo yn, NY Date: ~ ~, ~ ~



Personnel: Xin Yuan/Impact Environmenta

Total Depth: 1` 'L Depth to Water:




with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


~~ ~~

~--~YLr~~ i

Z -~ ~ s y c ~yw~ vV

~r~rdJ~ ~ ~~ ~~.~ ~

~ y ~ , S ~.~~~ t

~ X IO

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1

2

3

4

5

6

~

~~89

10

11 ~ p

~~ J

(

12

13

14

15

16

17

18

19

20

TRACE = 1 - 10% LITTLE = 11 - 2U% SUMS = 21 - 35% ANll = 36 - 5U

SOIL BORING LOG

Client: Prismatic Development Corp. BoringNo.: WC ~~Impact Environmental

170 Keyland Court

Bohemia,NY 11217

(631) 269-8800


Site Location: 1824 S ore Par way, Broo yn, NY Date: Z 1~



Personnel: Xin Yuan/ Implct Environmental

Total Depth: ~7i Depth to Water:

F RMATFOR CHARACTERIZATION



with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


r

~

ku

s~ ^~

'~°4VG' ~'( 1

`~~ ~►)~

~7. ~7~ S Gi ~ w ~ ~

1~~1 ~ ~

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3

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5

6

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~~

~~

~ yL

~

89

10

11 ~

~'

A

Y

~ ~~12

13

14

15

16

17

18

19

20


SOIL BORING LOG

Client: Prismatic Development Corp . Boring No.: WCimpact Environmental

170 Keyland Court

Bohemia,NY 11217

(631) 269-8800

Project#: 7336 SW Marine Transfer Station Sheet l of 1

Site Location: 1824 S ore Par way, Broo yn, NY ~~{e: ~




Total Depth: ~_ Depth to Water: ~_

FO TFORCHARACTERIZATION



with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Deplh(From-To)

MoistureContent


1C~

p. 3 ~~P ,~~~

~~~

'/~ L7

~~ ~~lu{

~_

1.~

~i`' .'...' 4

5

6 ~ i 1~ , (3., S Cast , ~~~

~~~

~T

7

9

10

ll ~ ( Lj ~ (~ . ~ ~°~ ~~

A

u~j.",~

12

13i

"'~ ~k,,~~

14

15

16

17

18

19

20

TRACE= 1 - 10% LITTLE = I 1 - 20% SOMF, = 21 - 35% ANT) = 3F _ Stl ~/

SOIL BORING LOG

Client: Prismatic Development Corp. BoringNo.: WC ,zZ~

Impact Environmental

170 Keyland Court

Bohemia,NY 1121.7

(631) 269-8800

Project#: 7336 SW Marine Transfer Station Sheet 1 of 7-

Site Location: 1824 S ore Par way, Broo yn, NY Date: (~




Total Depth: ~ ~/ Depth to Water:

F RMATFOR CHARACTERIZATION



with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent

Recovery Soil Classification R marks

~ /~Q.,~

1 ~ ~ ~ ~ S ~~ ~

~-- (3 . s`aM.~.~ .

~—

_ is~.

~.av~.~ -~ r2

~ ~~✓%'

13

4s

6 .~ ~ ~~ ~3. ~c~,~,~'~~

89

~ti:-<,~.

10

li

~

G- -- ~ ~i . S GAL ~-t,~ _ C ~ ~'~

~3is

13

14

15

16

17

18

19

20


~~~7I.~_=~~1~LLH~~Z

Client: PriSmatiC Development Corp. BoringNo.: WC ~ ]lmpactEnvironmental

170 Keyland Court

Bohemia,NY 11217

(631) 269-8800

Project#: 7336 SW Marine Transfer Station Sheet 1 of l

Site Location: 1$24 S ore Par way, Broo yn, NY Date: 3 ~ ,


Method: Geo robe diz'eCt ush

Personnel: Xin Yuan/Impact EnviY'Onmental

Total Depth: l ~i Depth to Water:




with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MoistureContent


~ ~ / iJ ~~ ~~ ~~ )~'t c, ~2

Uv31~ .

( m

~v t~

'~ L

23

4

5

6~ o. ~, ~~.~ ~C

"~~~ i

~` 1

J , 5 v~{Jf~

~3

~` I

g9

10

~ 1 ~ - ~'~ ~ 5 ~,~-~'~

~---~

~`~

IZ

~

13

14

15

16

17

18

19

20

TRACE = 1 - 10% LITTLE = 11- 20% SOME = 21 - 35% AND = 36 - 50

• :•• •

Client: Prismatic Develo meet CorP p • jjiBoring No.: WC~,er~,Impact~nvironmental

i 170 Keyland Court

Bohemia,NY11217

(631) 269-8800


Site Location: , 1824,E J ore Par way, Broo yn, NY Date: S ~~_Drilling Co: Imps ,;-t Environmental FORMATFOR CHARACTERIZATION

Method: ~ Geo ~ 'robe direct ush

~'"Ex.l: brown, loose FSILTY-SAND, with some C Gravel

Personnel: Xin ~ Yuan/Impact Environmental Ex.2: grey &brown mottled soft CLAY and brown F SAND,Total Depth: ? Depth to Water: with trace organics

depth(feet)

PID(ppm)

BlowCounts

SampleID

Depth(From-To)

MorstureContent


.. ; j'

~7

G-v ~, ( 1.~~ ~~j'M1'row~,~rJ

~ 'fl^9~iQ.. ~~ ~^, ~~C

1~. '.~'~"'~,'~2. ~,:1 lL3 ~l .

~---

_

~ t ~~2

3

4 ~ ~ ~3 ~ S~~ ~ L, .~zs

~.~~ r' .~--ev~,~,l~ l~

8

10

12

~,---~ ~j13

14

15

16

17

18

19

20

Z' '~~,'E= 1 - 1~% LITTI,F = 11 - 20°/n .'(IMF.= 77 _ ~5~/ 47~iT1 ~ 2~ _ S!1 0/

iem daily field report - new york · pdf fileusing excavator 345c with hammer and ... soil...

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