HomeMy WebLinkAboutSEOPW-CRA-M-00-0103•
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November 21
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Dr. Dorothy Fields
Black Archives Foundation
5400 NW 22"d. Avenue
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Miami, Florida 33142'
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Re: Limited Phase II Report on Parking Lot P-7
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Dear Dr. Fields;
This letter is to inform you that the CRA has absorb the cost for a Phase I1 Environmental on
the lot located next to the Lyric Theater at 801 NW 2"d Avenue (P7) at a cost of $7,500 which
includes the cost of the study and consultant fees. The Phase II Environmental was conducted
on November 10, 2000 by ATC Associates, Inc. I have included a copy of the Assessment
Report for your review.
If you have any questions, please don't hesitate to contact me in the office at (305) 579-3324.
Regards.
Arth�Teele,
Chairman
Cc: Dipak Parekh, Executive Director
Vice -Chairman Johnny L. Winton
Honorable Members of the CRA Board
Alejandro Vilarello, City Attorney
V Walter Foeman, City Clerk
Mr. Heisenbottle, Architect to Black Archives
Ms. Bernice Sawyer
300 Biscayne Boulevard Way 9 Suite 430 • Miami, Florida 33131 o Phone (305) 579-3324 9 Fax (305) 372-4646
Limited Phase 11 Subsurface Assessment Report
Proposed City of Miami Parking Lot P-7
801 NW 2 nd Avenue
Miami, Florida 33136
ATC Project Number 31.18136.0003
Prepared by:
ATC Associates Inc.
9955 Northwest 116 Way, Suite I
Miami, Florida 33178
November 10, 2000
SEOPWXR&-
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Limited Phase II Subsurface Assessment Report
Proposed City of Miami Parking Lot P-7
801 NW 2°a Avenue
Miami, Florida 33136
ATC Project Number 31.18136.0003
Submitted To:
Southeast Overtown/Park %vest
Community Redevelopment Agency
300 Biscayne Boulevard Way, Suite 430
Miami, Florida 33131
Prepared For:
Civil -CARD Engineering, Inc.
1011 Ives Dairy Road, Suite 107
Miami, Florida 33179
November 10, 2000
Prepared By:
ATC Associates Inc.
9955 Northwest 116th Way, Suite 1
Miami, Florida 33178
Gre A. Mohr, P.G.
Project Manager
F tamveld, P.G.
Project Manager
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TABLE OF CONTENTS
1.0 INTRODUCTION...................................................................................................................1
L 2.0 SOIL AND GROUNDWATER ASSESSMENT PROCEDURES.........................................I
3.0 GROUNDWATER ANALYTICAL RESULTS.....................................................................3
4.0 CONCLUSIONS......................................................................................................................4
LIST OF APPENDICES
APPENDIXA........................................................................................................ Tables & Figures
APPENDIX B.................................... Laboratory Analytical Report and Chain of Custody Record
SE®PyvX 00 ` . 0
Limited Phase II SubsurfaceOssoessment Report City of Miami Proposed Parkin Lot P-7
1.0 INTRODUCTION
At the request Civil -CARD Engineering, Inc. (CC), ATC Associates Inc. (ATC) conducted a
limited Phase H Subsurface Assessment for the Southeast Overtown/Parkwest Community
Redevelopment Agency (CRA), at the Proposed City of Miami Parking Lot P-7 (P-7). The Site
is located at the NE corner of NW 2nd Avenue and NW 8th Street in Miami, Florida. The site is
currently a vacant grass covered lot surrounded by a chain link security fence. The Phase H
assessment was implemented to investigate the potential for soil and/or groundwater
contamination resulting from former onsite automotive service station activities and to assess the
potential from offsite contaminant sources.
The Phase H assessment activities were performed in accordance with the scope of services outlined
in ATC Proposal Numbers 31-2000-0600314 and 31-2000-0600344R-1, dated June 7, 2000 and
October 20, 2000, respectively.
2.0 SOIL AND GROUNDWATER ASSESSMENT PROCEDURES
Prior to the initiation of subsurface activities, a utility clearance was performed in accordance
with Florida Statute 553.851 (Chapter 77-153), to determine the presence and locate existing
underground utilities in the proposed assessment area. Soil assessment activities were initially
accomplished June 12, 2000 at this site through the utilization of a backhoe to excavate a series
of test pits. The test pits were performed to determine if potential underground storage tanks
(USTs) may still be present at the Site and to provide soil vapor quality data. During the
performance of the test pits three, relict product lines were encountered along the southern
portion of the site. Further excavation revealed a large rectangular area of previously excavated
soil which, had subsequently been backfilled. As shown on Figure 1, Appendix A, this area is
thought to have been the location of the former USTs. Further excavation along the abandoned
product lines encountered a smaller area of disturbed soil along the western margin of the site.
This area is thought to have been the location of the former dispenser island. The location of
these features is consistent with information observed during an ATC review of the historical
ATC Project Number 31.18136.0003 e 1
• 0
Limited Phase H Subsurface Assessment Report City of Miami Proposed Parking Lot P-7
aerial of the Site.
photographs
Assessment of the groundwater at this Site was accomplished through the installation of two
shallow monitoring wells. One monitoring well was installed in the suspect former UST area,
and one monitoring well was installed in the suspect former dispenser island area. These
locations are shown on Figure 1, Appendix A.
Soil Assessment Activities
The soil excavation test pits were advanced to a total depth of approximately seven feet below
land surface (BLS), which resulted in penetration of the surface of the groundwater table.
Approximately 18 test pits were performed during this portion of the investigation. Soil samples
were collected during the performance of each of the test pits for organic vapor headspace
screening. The soil samples were placed in half-filled, 16-ounce glass jars and covered with
aluminum foil. The headspace within the jars was then field screened using a Foxboro Model
128 Organic Vapor Analyzer equipped with a flame ionization detector (OVA/FID). In the event
of a positive response, an activated carbon filter was used to estimate the concentration of
naturally occurring methane and/or ethane gases within a duplicate sample. The filtered
hydrocarbon reading is subtracted from the total hydrocarbon reading to yield a corrected vapor
content indicative of petroleum -related compounds. No detectable hydrocarbon vapor
concentrations were encountered during this investigation.
Groundwater Assessment
One monitoring well, designated MW-1 was installed to assess potential surficial ground, ater
impacts in the former suspect tank area. The second monitoring well, designated MW-2, was
installed in the suspect former dispenser island area. Both monitoring wells were installed using
the hollow -stem auger drilling method to a total depth of approximately 14 feet BLS, and were
constructed of 2-inch diameter, flush -threaded Schedule 40 PVC casing and 0.010-inch slotted
PVC screen. The shallow monitoring wells were installed with ten feet of well screen and
ATC Project Number 31.18136.0003? r 2
SE®PW J C" li v
i
Limited Phase II Subsurface Assessment Report City of Miami Proposed Parking Lot P-7
approximately four feet of solid PVC riser. Approximately two feet of the well screen was set
aPp Y pp
above the water table, with approximately eight feet of well screen extending into the upper
water -bearing zone. No water was added to the formation during installation of the monitoring
wells. The location of monitoring well MWA and MW-2 is shown on Figure 1, Appendix A.
To prepare the monitoring wells for sampling, each well was purged of five well volumes
utilizing a laboratory -decontaminated Teflon bailer. Discharge water during this operation was
allowed to evaporate on the adjacent asphalt roadway. Groundwater samples were collected
from each monitoring well and submitted for analysis by EPA Method 8021B for Volatile Organic
Halocarbons (solvents) and Volatile Organic Aromatics (gasoline), by EPA Method 8270C for
Polynuclear Aromatic Hydrocarbons (diesel fuel), by EPA Method 239.2 for Dissolved Lead, by
EPA Method 504 for Ethylene Dibromide and by the ATC's Florida Department of Environmental
Protection (FDEP) FL -PRO Method for Petroleum Range Organics (weathered petroleum and oil).
�J
All groundwater sampling was conducted in general accordance with FDEP approved Quality
Assurance Quality Control Plan Number 890174. Groundwater quality samples were submitted to
Envirodyne Inc., a state -certified laboratory for analyses following chain of custody protocol. A
copy of the laboratory analytical reports and chain of custody record are contained in Appendix B.
3.0 GROUNDWATER ANALYTICAL RESULTS
Review of the groundwater analytical data from monitoring wells MW-1 and MW-2 confirmed a
discharge of petroleum compounds either at or within the vicinity of the Site. Volatile Organic
Aromatic (VOA) compounds and Polycyclic Aromatic Hydrocarbons (PAHs) were detected in the
groundwater suggesting the discharge may have been from gasoline or diesel fuels.
Four VOA compounds, Benzene, Toluene, Ethylbenzene, and Total Xylenes were detected in the
two groundwater samples. Only the Benzene concentration detected in MW-2 (5.3 ug/L) resulted
in an exceedance of the applicable Table I, Chapter 62-777, Florida Administrative Code (FAC),
Groundwater Cleanup Target Levels (GCTLs). The Chapter 62-777, FAC GCTL for Benzene is
ATC Project Number 31.18136.0003 �T, p A _ n c Page 3
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SEo
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Limited Phase II Subsurface Assessment Report City of Miami Proposed Parkin Lot P-7
1.0 ug/L. The detected Benzene concentration however, is below the Table V, Chapter 62-777,
FAC, Natural Attenuation Default Source Concentration of 100 ug/L. The four VOA compounds
and highest detected respective concentrations are Benzene 5.3 ug/L, Toluene 6.2 ug/L,
Ethylbenzene 16 ug/L, and Total Xylenes 16 ug/L. Table 1, Appendix A summarizes these
compounds in comparison to applicable regulatory guidance concentrations.
Ten PAH compounds, Naphthalene, 1-Methylnaphthalene, 2-Methy1naphthalene, Phenanthrene,
Acenaphthylene, Benzo(b)fluoranthene, Benzo(g,h,i)perylene, Benzo(a)pyrene, Fluoranthene, and
Pyrene were detected in the two groundwater samples. Only the Benzo(b)fluoranthene
concentration detected in MW-1 (0.22 ug/L) resulted in an exceedance of the applicable Table I,
Chapter 62-777, FAC GCTL of 0.2 ug/L. The detected Benzo(b)fluoranthene concentration
however, is below the Table V, Chapter 62-777, FAC, Natural Attenuation Default Source
Concentration of 20 ug/L. Table 1, Appendix A summarizes these compounds in comparison to
applicable regulatory guidance concentrations.
Dissolved lead was present at a concentration of 5.7 ug/L in MW-2, which is within the Table I,
Chapter 62-777, FAC, Lead GCTL of 15 ug/L. Petroleum Range Organic concentrations ranged
from 0.43 mg/L to 0.72 mg/L, which are below the Table I, Chapter 62-777, FAC, GCTL of 5
mg/L. Neither Ethylene Dibromide nor VOHs were detected above laboratory guidance levels in
either of the monitoring well locations. Laboratory Groundwater quality data and applicable
regulatory standards are summarized in Table 1, Appendix A. Copies of the laboratory analytical
reports and the chain of custody record are contained in Appendix B.
4.0 CONCLUSIONS
Based on the findings of this assessment, evidence of groundwater contamination was identified
along the western and southern tested portions of the Site. This was indicated by the presence of
isolated VOA and PAH compounds above the Table I, Chapter 62-777, FAC, GCTLs. These
compounds are indicative of petroleum discharges resulting from the storage and dispensing of
gasoline and/or diesel fuels. Considering the Site was formerly utilized as an automotive service
ATC Project Number 31.18136.0003 CR& C Page 4
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Limited Phase B Subsurface Assessment Report City of Miami Proposed Parking Lot P-7
station it is inferred that the dischar g e may have originated onsite. However, without additional
sample location data, ATC cannot ascertain the origin of the detected groundwater contamination.
If the detected concentrations were reported to the Miami -Dade Department of Environmental
Resources Management (DERM), it is possible they would issue the responsible property owner a
Notice of Violation (NOV) and Orders for Corrective Action (OCA). These notices typically
require the owner of such properties to conduct further assessment and/or groundwater monitoring
activities until the detected contamination has attenuated to levels at/or below regulatory guidance
levels.
ATC Project Number 31.18136.0003 — age 5
SE®PVd/ C�
APPENDIX A
Tables & Figures
o- 103
SE®PW/CR,
TABLE 1
SUMMARY OF GROUNDWATER ANALYTICAL DATA
PROPOSED CITY OF MIAMI PARKING LOT P-7
801 NW 2ND AVENUE
MIAMI, FLORIDA
ATC Project No. 31.18136.0003
SAMPLE DATE
10/26/2000
10/26/2000
SAMPLE IDENTIFICATION
MW-1
MW-2 �
Natural Attenuation
Levels
Groundwater Cleanup
Target Levels
PARAMETER
Volatile Organic Aromatics (ug/L)
Methyl-tert-butyl-ether
BDL
BDL
500
50
Benzene
BDL
5.3
100
1
Toluene
BDL
6.2
400
40
Ethylbenzene
3.3
16
300
30
Total Xylenes
4.0
16
200
20
Petroleum Range Organics
0.43
0.72
50
5
Dissolved Lead u
BDL
5.7
150
E I5
Eth lene Dibromide u
BDL
BDL
20
0.02
Polynuclear Aromatic Hydrocarbons (ug/L)
Naphthalene
4.6
5.3
200
20
1-Methylnaphthalene
1.5
7
200
20
2-Methylnaphthalene
3.9
14
200
20
Phenanthrene
0.4
BDL
2,100
210
Acenaphthylene
BDL
4.7
2,100
210
Benzo(b)fluoranthene
0.22
BDL
20
0.2
Benzo(g,h,l)perylene
0.24
BDL
2,100
210
Benzo(a)pyrene
0.15
BDL
20
0.2
Fluoranthene
0.4
BDL
2,800
280
Pyrene
0.22
BDL
2,100
210
LEGEND:
BDL - Below Detectable Limits
CS - Compound Specific Target Levels
u - Above FAC Chapter 62-777 Table I Groundwater Cleanup Target Levels and
Below FAC Chapter 62-777 Table V Natural Attenuation Levels
Above FAC Chapter 62-777 Table V Natural Attenuation Levels
•
•
THEATER BLDG.
FORMER
BUILDING
LOCATION
w
D
z
a
MW-2
SUSPECT FORMER
c
DISPENSER ISLAND
N
AREA
3
z
SUSPECT FORMER
UNDERGROUND
r
STORAGE TANK AREA
L-M'"'J
NW 8TH STREET
PROPOSED CITY OF MIAMI PARKING LOT P-7
s s.
ate,
NE CORNER OF NW tad Ave. & NW 8th Street
1"=20'
m
1
PROJECT NO,
31.1 B 136.003
Mom, Florida _ - "
FIGURE
T"E:
SITE LAYOUT
MAP
v
FIGURE: 1
SE®PW/CRA -'
APPENDIX B
Laboratory Analytical Report & Chain of Custody Record
SECPWICRA 0 0- i 6 3
11-07-2000 04:12PM FROM-ENVIRODY16 561-989-52010 T-667 P.003/012 F-678
jin An
%%�, 4805 N. W. 2nd Avenue
Boca Raton, FL 33431
561-989-5225
ATC Associates Inc_
November 7, 2000
9955 NW 116 Way Suite ##1
Reporc 2000/10411
Miami, FL 33178-5126
Sample No: 2000/10411- 1
Attention: Greg Mohr, P.G.
Project: 31.18136.0003 CC P-7 ESA II Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Patty Kazemfar Collected on: 10/26/00
SAMPLE 1D: MW-1
Received on: 10/27/00
PARAMETER
RESULT METHOD DID UNITS DATE ANALYST
Lead, Dissolved
BDL 200.7 0.0050 mg/L 10/30/00 MHA
1,2-Dibromoethane (EDB)
BDL 504.1 0.020 /ig/L 11 /03/00 ML
Analysis Performed in Accordance with E.P.A. Methods
Laboratory CerdFcarion No. H86188
QA/QC Review
BDL=Bclow DcR un urL
DL -Deiecdon Limn
1
sB0"w/cx� 0 �
11-07-2000 04:13PM FROM-ENVIRODYNb
Envirodyne inn.
ATC Associates Inc.
99S5 NW 116 Way Suite # 1
Miami, FL 33178-5126
561-ees-52019 T-667 P.004/012 F-678
4805 N.W_ 2nd Avenue
Boca Raton, FL 33437
561-989-5226
November 7, 2000
Report: 2000/10411
Sample No: 2000/10411- 1
Attention: Greg Mohr, P.G. Project: 31,19136-0003 CC P-7 ESA 11 Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Patty Kazemfar Collected on: 10/26/00
SAMPLE W: MW-1 Received on: 10/27/00
Date of Analysis: 10/31/00
PARAMETER
601 PURGEABLE HALOCARBONS
RESULT DL UNITS ANALYST
Bromodichloromethane
BDL
1.0
µg/L
ADM
Bromoform
BDL
1-0
µg/L
ADM
Bromomethane
BDL
1.0
µg/L
ADM
Carbon tetrachloride
BDL
1.0
µg/L
ADM
Chlorobenzene
BDL
1.0
µg/L
ADM
Chloroethane
BDL
1 ' 0
µg/L
ADM
2-Chloroethylvinyl ether
BDL
1.0
µg/L
ADM
Chloroform
BDL
1.0
µg/L
ADM
Chloromethane
BDL
1.0
µg/L
ADM
Dibromochloromethane
BDL
1.0
µg/L
ADM
1,2-Dichlorobenzene
BDL
1.0
µg/L
ADM
1,3-Dichlorobenzene
BDL
1.0
µg/L
ADM
1,4-Dichlorobenzene
BDTa
1.0
µg/L
ADM
Dichloradifluoromethane
BDL
1.0
µg/L
ADM
1 ,1-Dichloroethane
BDL
1.0
µg/L
ADM
1,2-Dichloroethane
BDL
1 . 0
µg/L
ADM
1, 1 -Dichloroethylene
BDL
1.0
µg/L
ADM
cis-1,2-Dichloroethylene
BDL
1.0
µg/L
ADM
trans-1,2-Dichloroethylene
BDL
1.0
µg/L
ADM
1,2-Dichloropropane
BDL
1.0
µg/L
ADM
cis- 1,3-Dichloropropene
BDL
1.0
µg/L
ADM
trans- 1,3-Dichloropropene
BDL
1-0
µg/L
ADM
Methylene chloride
BDL
5-0
µg/L
ADM
1, 1, 2,2-Tetrachloroethane
BDL
1.0
µg/L
ADM
Tetra chloroethylene
BDL
1.0
µg/L
ADM
1,1,1-Trichlaroethane
BDL
1.0
µg/L
ADM
1 ,1,2-Trichloroethane
BDL
1.0
µg/L
ADM
Trichloroethylene
BDL
1.0
µg/L
ADM
Trichlorofluoromethane
BDL
1.0
µg/L
ADM
Vinyl chloride
BDL
1-0
µg/L
ADM
Analysis Performed in Accordance with E.P.A. Methods
Laboratory Cutificadon No. F-86188
QA/QC Review (A,
DDL—Below Dctcc O�illl�
DL--Demcdon Limit
2
SFOPW/CPA, C 0 -
��3
11-OT-2000 04:19PM FROM-ENVIRODY�
Envirodynaft inc.
_s
561-989-52016 T-66T P.005/012 F-678
4$05 N. W. 2nd Avenue
Boca Raton, FL 33431
567 988-5225
ATC Associates Inc. November 7, 2000
9955 NW 116 Way State #1 Report: 2000/10411
Miami, FL 33118-5126 Sample No: 2000/10411- 1
Attention. Greg Mohr, P.G. Project:31.18136.0003 CC P-1 ESA II Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Patty Kazerritar Collected on: 10/26/00
SAMPLE 11): NM-1 Received on: 10/27/00
Date of Analysis: 10/31/00
602 VOLATILE ORGANIC COMPOUNDS
PARAMETER RESULT DL UNITS ANALYST
Benzene
BDL
1. 0
µg/L
ADM
Chlorobenzene
BDL
1.0
µg/L
ADM
1,2-Dichlorobenzene
BDL
1-0
µg/L
ADM
1,3-Dichlorobenzene
BDL
1.0
µg/L
ADM
1,4-Dichlorobenzene
BDL
1.0
µg/L
ADM
Ethylbenzene
3.3
1.0
µg/L
ADM
Methyl-tert-butyl ether
BDL
1-0
µg/L
ADM
Toluene
BDL
1.0
µg/.L
ADM
Xylenes, Total
4.0
1.0
µg/L
ADM
Total BTEX
7.3
µg/L
ADM
Analysis Performed in Accordance with E.P.A. Methods
Laboratory Certification No- E86188
QA/QC Review�l}
BDL—Below Deter on mu"LiL—nor'
DL a Detection Lunar
3
S.EOFw/cR& 6 0 - 103
.f
11-07-2000 04:13PM FROM -ENV I RODY6
En virodyn e Inc.
ATC Associates Inc.
9955 NW 116 Way Suite #1
Miami, FL 33178-5126
561-989-5200 T-66T P.006/012 F-678
4805 N.W. 2nd Avenue
Boca Raton, FL 33431
551-989-5225
November 7, 2000
Report: 2000/ 10411
Sample No: 2000/ 10411- 1
Attention: Greg Mohr, P.G. Project: 31.18136.0003 CC P-7 ESA H Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Paity Kazemfar Collected on: 10/26/00
SAMPLE ID: MW-1 Received on_ 10/27/00
Date of Analysis: 11/03/00
Date of Extraction. 11/01/00
PARAMETER
8310 POLYNUCLEAR AROMATIC HYDROCARBONS
RESULT DL UNITS ANALYST
Acenaphthene
BDL
0.10
µg/L
SPH
Acenaphthylene
BDL
0.10
µg/L
SPH
Anthracene
BDL
0.10
µg/L
SPH
Benzo(a)anthracene
BDL
0.10
µg/L
SPH
BenzoMfluoranthene
0.22
0.10
µg/L
SPH
Benzo(g,hJ)perylene
0.24
0. 10
µg/L
SPH
Benzo(k)fluoranthene
BDL
0.10
µg/L
SPH
Benzo(a)pyrene
0.15
0.10
µg/L
SPH
Chrysene
BDL
0.10
µg/L
SPH
Dibenzo(a,h)anthracene
BDL
0.10
µg/L
SPH
Fluoranthene
0.40
0. 10
µg/L
SPH
Fluorene
BDL
0.10
µg/L
SPH
Indeno(1,2,3-c,d)pyrene
BDL
0.10
µg/L
SPH
1-Methylnaphthalene
I. S
0.10
µg/L
SPH
2- Methyl naphthalene
3.9
0.10
µg/L
SPH
Naphthalene
4.6
0 _ 10
µg/L
SPH
Phenanthrene
0.40
0.10
gg/L
SPH
Pyrene
0.22
0.10
µg/L
SPH
Total Naphthalenes
10.00
µg/L
SPH
Analysis Performed in Accordance with E.P.A. Methods
Laboratory Cav6cation No. E86188
4
QA/QC Review`hl
ODL—Below Docc on [nu[
DL =Detection Limit
SEOPw'cRA 0 0 - 103
r
11-07-2000 04:13PM FROM -ENV I RODY6
561-989-52010 T-667 P.007/012 F-678
Envirodyne Inca 4B05 N.W. 2nd Avenue
Boca Raton, FL 33431
561-989-5225
ATC Associates Inc. November 7, 2000
9955 NW 116 Way Suite #I Report: 2000/10411
Miami, FL 33178-5126 Sample No: 2000/10411- 1
Attention: Greg Mohr, P.G. Project: 31.18136.0003 CC P-7 ESA II Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Patty Kazemfar Collected on: 10/26/00
SAMPLE ID: MW-1 Received on: 10/27/00
Date of Analysis: 11/01/00
Date of ExEraciion: 11/01/00
FL -PRO TOTAL RECOVERABLE PETROLEUM HYDROCARBONS
PARAMETER
Petroleum Range Organics
Hydrocarbon Range
RESULT DL UNITS ANALYST
0.43 0.40 mg/L KMK
C8-C36 KMK
Analysis Performed m Accordance with E,P.A. Methods
Laboratory ceraica[ioa No. E86188
5 SEOPW/CRA
QA/QC Review'
EDL=Below Dercc on�urut
DL=Dctccdon Lirm
- 0
11-07-2000 04:13PM FROM-ENVIRODY 561-989-52010 T-66T P.008/012 F-678
�® ® C-07 111 r 4805 N.W. 2nd Avenue
Boca Raton, FL 33431
567- 989-5225
ATC Associates Inc. November 7, 2000
9955 NW 116 Way Suite #1 Report: 2000/10411
Miami, FL 33178-5126 Sample No: 2000/10411- 2
Attention: Greg Mohr, P.G. Project; 31.18136.0003 CC P-7 ESA II Proposed Parking
901 NW 2nd Avenue Miami, FL
Collected by: Patty Kueinfar Collected on: 10/26/00
SA.AeLE+ W: NM-2 Received on: 10/27/00
PARAMETER RESULT METHOD DL UNITS DATE ANALYST
r- Lead, Dissolved 0.0057 200.7 0.0050 mg/L 10/30/00 MHA
}
1,2-Dibromoethane (EDB) BDL 504.1 0.020 ,pg/L 11 /03/00 ML
Analysis Performed in Accordance with E.P.A. Methods
Laboramry Cerdficaaan No. L-86188
6 SEOFW/CPA
QA/QC Review V 61` --
EDL-BOo- Dctec ol—n1—=—C
DT-Detecdon Limit
11-07-2000 04:13PM FROM -ENV I R0016
s
Envirodyne inn.
ATC Associates Inc.
9955 NW 116 Way Suite #1
Miami, FL 33178-5126
561-969-520fe T-667 P.009/012 F-678
4805 N. W. 2nd Avenue
Boca Raton, FL 33437
561-989-5225
November 7, 2000
Report: 2000/10411
Sample No: 2000/10411- 2
Attention: Greg Mohr, P.G. Project: 31.18136.0003 CC P-71ESA 11 Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Patty Kazetnfar Collected on: 10/26/00
SAMPLE ID: MWM2 Received on: 10/27/00
Date of Analysis: 10/31/00
601 PURGEABLE HALOCARBONS
PARAMETER
RESULT
DL
UNITS
ANALYST
Bromodichloromethane
BDL
1-0
µg/L
ADM
Bromoform
BDL
1.0
µg/L
ADM
Bromomethane
BDL
1.0
µg/L
ADM
Carbon tetrachloride
BDL
1.0
µg/L
ADM
Chlorobenzene
BDL
1.0
µg/L
ADM
Chloroethane
BDL
1.0
µg/L
ADM
2-Chloroethylvinyl ether
BDL
1.0
µg/L
ADM
Chloroform
BDL
1.0
µg/L
ADM
Chloromethane
BDL
1.0
µg/L
ADM
Dibromochloromethane
BDL
1-0
µg/L
ADM
1,2-Dichlorobenzene
BDL
1-0
µg/L
ADM
1,3-Dichlorobenzene
BDL
1.0
µg/L
ADM
1,4-Dichlorobenzene
BDL
1.0
µg/L
ADM
Dichlorodifluoromethane
BDL
1.0
µg/L
ADM
1 ,1-Dichloroethane
BDL
1-0
µg/L
ADM
1,2-Dichloroethane
BDL
1-0
µg/L
ADM
1,1-Dichloroethylene
BDL
1.0
µg-/L
ADM
cis-1,2-Dichloroethylene
BDL
1.0
µg/L
ADM
trans- 1,2-Dichloroethylene
BDL
1.0
µg/L
ADM
1,2-Dichloropropene
BDL
1-0
µg/L
ADM
cis-1,3-Dichloropropene
BDL
1.0
µg/L
ADM
trans-1,3-Dichloropropene
BDL
1.0
µg/L
ADM
Methylene chloride
BDL
5.0
µg/L
ADM
1,1,2,2-Tetrachloroethane
BDL
1. 0
µg/L
ADM
Tetrachloroethyiene
BDL
1-0
µg/L
ADM
1 ,1 ,1-Trichloroethane
BDL
1.0
µg/L
ADM
1,1,2-Trichloroethane
BDL
1.0
µg/L
ADM
Trichloroethylene
BDL
1-0
µg/L
ADM
Trichlorofluoromethane
BDL
1-0
µg/L
ADM
Vinyl chloride
BDL
1.0
µg/L
ADM
Analysis Performed in Accordance with E.P.A_
Laborarory Certification No. E86189
Merhods
QA/0C Review
B L=Bctow Dctec on tnn
7
SE®PW/CRA
DL=Detection Limit
GU-
03
11-07-2000 04:14PM FROM-ENVIRODY6
Envirodyne Inc.
561-989-52010 T-667 P-010/012 F-678
4806 N. W. 2nd Avenue
Boca Raton, FL 33431
567-989-5225
ATC Associates Inc. November 7, 2000
9955 NW 116 Way Suite #1 Report: 2000/10411
Miami, FL 33178-5126 Sample No: 2000/10411- 2
Attention: Greg Mohr, P.G. Project:31.18136.0003 CC P-7 ESA 11 Proposed Parking
801 NW tad Avenue Miami, FL
Collected by: Patty Kazemfar Collected on: 10/26/00
SAMPLE ID: MW-2 Received on: 10/27/00
Date of Analysis: 10/31/00
PARAMETER
602 VOLATILE ORGANIC COMPOUNDS
RESULT DL UNITS ANALYST
Benzene
5.3
1.0
µg/L
ADM
Chlorobenzene
BDL
1.0
µg/L
ADM
1,2-Dichlorobenzene
BDL
1.0
µg/L
ADM
1,3-Dichlorobenzene
BDL
1-0
µg/L
ADM
1,4-Dichlorobenzene
BDL
1.0
µg/L
ADM
Ethylbenzene
16
1.0
µg/L
ADM
Methyl-tert-butyl ether
BDL
1.0
µg/L
ADM
Toluene
6.2
1.0
µg/L
ADM
Xylenes, Total
16
1. 0
µg/L
ADM
Total BTEX
43.5
µg/L
ADM
Analysis Performed in Accordance with E.P.A_ Methods
Laboratory Certificadon No. E86188
S SE®PW/CRA
QA/QCDL-Bc Revie�
BDL=Bdo�� Dec on urn
DL—Detection Limit
0tU'— 03
11-07-2000 04:14PM FROM -ENV I ROD*
Envirodyne Inc.
ATC Associates The.
9955 NW 116 'Way Suite # 1
Miami, FL 33178-5126
561-M-520 fe T-667 P-011/012 F-678
4805 N. W. 2nd Avenue
Boca Raton, FL 33431
567-989-5225
November 7, 2000
Report: 2000/10411
Sample No: 2000/10411- 2
Attention; Greg Mohr, P.G. Project: 31.18136.0003 CC P-7 ESA 11 Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Patty Kazemfar Collected on: 10/26/00
SAMPLE ID: NM-2 Received on: 10/27/00
Date of Analysis: 11/03/00
Date of Extraction: 11/01/00
PARAMETER
8310 POLYINUCLEAR AROMATIC HYDROCARBONS
RESULT DL UNITS ANALYST
Acenaphthene
BDL
0.10
µg/L
SPH
Acenaphthylene
4.7
0.10
µg/L
SPH
Anthracene
BDL
0 _ 10
µg/L
SPH
Benzo(a)anthracene
BDL
0.10
µg/L
SPH
BenzoMfluoranthene
BDL
0.10
µg/L
SPH
Benzo(g,hJ)perylene
BDL
0 _ 10
µg/L
SPH
Benzo(k)fluoranthene
BDL
0.10
µg/L
SPH
Benzo(a)pyrene
BDL
0.10
µg/L
SPH
Chrysene
BDL
0.10
µg/1;
SPH
Dibenzo(a,h)anthracene
BDL
0.10
µg/L
SPH
Fluoranthene
BDL
0.10
µg/L
SPH
Fluorene
BDL
0 _ l0
µg/L
SPH
lndeno(1,2,3-c,d)pyrene
BDL
0 . 10
µg/L
SPH
1-Methyl naphthalene
7.0
0.10
µg/L
SPH
2-Methylnaphthalene
14
0 . 2 o
µg/L
SPH
Naphthalene
5.3
0.10
µg/L
SPH
Phenanthrene
BDL
0 _ 10
µg/L
SPH
Pyrene
BDL
0.10
µg/L
SPH
TOTal Naphthalenes
26.30
µg/L
SPH
Analysis Performed in Accordance with E.P.A. Methods
Laboratory Cervficafion No_ E86188
9 S ,oPW / CRA
l
V '`D
O_A/QC RevievJ✓or' l
$ L=Below DctcC un ulll
DI=Derec6on Limir
11-07-2000 04:14PM FROM-ENVIRODY119 561-989-52040 T-667 P.012/012 F-678
Envirodyne inc. 4805 N. W. 2nd A venue
Bata Raton, FL 33431
567-989-5225
ATC Associates Inc. November 7, 2000
9955 NW 116 Way Suite #1 Report: 2000/10411
Miami, FL 33178-5126 Sample No: 2000/10411- 2
Attention: Greg Mohr, P.G. Project: 31.18136,0003 CC P-7 ESA 11 Proposed Parking
801 NW 2nd Avenue Miami, FL
Collected by: Patty Kazemfar Collected on: 10/26/00
SAMPLE in: MW-2 Received on: 10/27/00
Date of Analysis: 11/03/00
Date of Extraction: 11/01/00
FL -PRO TOTAL RECOVERABLE PETROLEUM HYDROCARBONS
PARAMETER RESULT DL UNITS ANALYST
8c.
Petroleum Range Organics 0.72 0.40 mg/L KMK
Hydrocarbon Range CS-C36 KMK
Analysis contained herein conform to EPA and DEP approved methods per Envirodyne Comprehensive Quality
Assurance Plan No. 890041. Additional Laboratory Certification numbers: E86006, $4269, E83079,
E86240, South Carolina 96022. All relevant quality assurance samples were within specified control
limits unless otherwise stated.
Project Manager Quality Assurance Director
Analysis Performed in Accordance with E_P.A. Methods OA/QC Review
Laboratory Certification No. E86188 BDL=Below Detcc ofi fi unit'
� DI=Dctcction Limit
10 SEOPW/C
cf _
r"
I
Envirodyne Inc.
CHAIN OF CUSTODY RECORD
AND
ANALYSIS REQUEST i
i Page of
4805 NW� venue • oca Raton, FL 33431
61) 989-5225 Fax (561) 989-5204 0
0
PROJECT NUMBER
31.I'tdl3f,.oQo3
PROJECT NAME — "7IPO.NUMBERSAMPLE
1 �G �S/�-11-
PRESERVATIVE
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TYPE ,
PROJECT LOCATION Q ANALYSES REQUESTED
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PKON 305) 382 - LSD FAX 30 2 - 12, C�n
SAMPLE INFORMATION
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SAMPLE GOLLECTED BY gzeA
ARE THESE SAMPLES LISTED OR CHARACTERISTIC HAZARDOUS WASTE? ❑ YES LINO TOTAL
OF ALL
ARE THESE SAMPLES FROM 0 PETROLEUM 0 DRY CLEANER OR ❑ OTHE IT ? CONTAINERS
^ RELINQUISHED BY DA E T1M6 IN DATE
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SEND REP Q (P R5O
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