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PCE Former Dry Cleaners RV001

All POL/SITREP's for this site PCE Former Dry Cleaners RV001
Atlantic, IA - EPA Region VII
POLREP #4
Removal Assessment Progress
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U.S. ENVIRONMENTAL PROTECTION AGENCY
POLLUTION/SITUATION REPORT
PCE Former Dry Cleaners RV001 - Removal Polrep

EPA Emergency Response

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
Region VII

Subject: POLREP #4
Removal Assessment Progress
PCE Former Dry Cleaners RV001
A72Q
Atlantic, IA
Latitude: 41.4036007 Longitude: -95.0138776


To:
From: Susan Fisher, OSC
Date: 5/20/2013
Reporting Period: 05/20/2013 to 05/23/2013

1. Introduction
  1.1 Background
   
Site Number: A72Q    Contract Number:  
D.O. Number:      Action Memo Date:  
Response Authority:      Response Type:  
Response Lead:    Incident Category:
NPL Status:    Operable Unit:
Mobilization Date:      Start Date:  
Demob Date:      Completion Date:  
CERCLIS ID:    RCRIS ID:
ERNS No.:    State Notification:
FPN#:    Reimbursable Account #:


1.1.1  Incident Category

 

CERCLA incident category: Inactive Production Facility

 

 

1.1.2  Site Description

 

1.1.2.1 Site Location

The Site is located at, and in the area of, 1205 East 7th Street, Atlantic, Cass County, Iowa. The approximate coordinates of the Site are latitude 41.403718° north and longitude 94.995763° west. The Site is a former dry cleaning facility, which has since been turned into a parking lot for an adjacent commercial building. 

The City of Atlantic has a population of 7,008 (U.S. Census Bureau 2012) and is located in Cass County, Iowa, approximately 45 miles northeast of Council Bluffs and 75 miles west of Des Moines. Land use in the area of the Site is a mixture of commercial and residential. The City of Atlantic Municipal Utility well field is located adjacent to Troublesome Creek.

 

1.1.2.2 Description of Threat

Analytical results from samples collected by the Iowa Department of Natural Resources (IDNR) indicate that hazardous substances have been released into the environment at the Site.  Tetrachloroethene (PCE) and its degradation products, including trichloroethene (TCE), are hazardous substances as defined in CERCLA section 101(14), 42 U.S.C. § 9601(14), and as designated in 40 CFR § 302.4.  PCE has been detected in one city municipal well at concentration levels that exceed the EPA’s Maximum Contaminant Levels (MCL) of 5 micrograms per liter (µg/L).  Concentrations of PCE as high as 170 µg/L have been found in one city municipal well.  

 

1.1.3     Removal Preliminary Assessment/Removal Site Inspection Results

 

Preliminary assessment site activities from August 1982 to February 2, 2012 are taken from written reports.

August 1982

During a water quality survey conducted by IDNR in August of 1982, PCE was detected in municipal well AMU-7 at concentrations as high as 170 µg/L. Subsequent sampling in August 1984 by IDNR showed an increase in PCE concentrations at AMU-7, with levels as high as 260 µg/L.  As a result, AMU-7 was disconnected from the municipal water supply system and has been continuously pumped to provide hydraulic control to the remaining municipal wells.

 

August 1982 to November 1987

Groundwater from AMU-7 was pumped into Buttermilk Creek in an attempt to restrict migration of the PCE to other municipal wells.  In December 1987, the discharge from AMU-7 to Buttermilk Creek was rerouted to the 3rd street sanitary sewer line for treatment at the city’s public owned treatment works (POTW).

 

August 1987

The EPA conducted a soil gas survey to delineate the approximate extent of PCE contamination.  Analytical results suggested the source area was just south of East 7th Street, about 250 feet east of the former dry cleaner and Iowa Department of Transportation (IDOT) materials testing lab (Table 1).  The report stated that a release of PCE likely occurred at the Site and migrated through surface runoff and groundwater flow to this topographic low.  In addition, the migration from the Site may have followed the storm sewer system along the southern side of East 7th Street.

 

1988

The EPA assessed the Site using the Hazardous Ranking Score (HRS) model.  Two pathways were scored (groundwater and surface water).  The overall site score was 26.14.

 

In August 1988, IDNR conducted follow-up investigations of PCE contamination to better define the source.  Thirty-four soil gas samples and ten soil samples were collected for analysis.  The sampling focused on the area of the Site and the source area identified during the 1987 EPA investigation.  The investigation confirmed the level of PCE contamination originally detected 250 feet east of the Site.  However, significantly higher PCE levels were detected in soil gas near the Site (greater than 10,000 parts per million (ppm).  Based on these findings, IDNR concluded that the silty, clayey soil beneath the Site is the predominant source of PCE contamination impacting the groundwater.  The soils appear to be contaminated to at least 20 feet below grade (fbg).  IDNR recommended installing groundwater monitoring wells to better define the extent of the PCE contamination near the suspected source.

 

October 2002

In October 2002, EPA field activities included 13 soil borings to depths ranging from 23 to 36 fbg, and the installation of three groundwater monitoring wells.  The soil borings were advanced around the previously identified source area.  PCE was identified in soil from two Geoprobe borings and soil from one monitoring well boring.  Groundwater samples were collected from the three monitoring wells.  Analytical results can be found in Table 3.  Monitoring wells locations can be found in document section. 

 

May 2003

On May 13, 2003, the EPA collected water samples from Monitoring Wells (MW) MW-1, MW-2 and MW-3 and Atlantic Municipal Utility wells (AMU) AMU 6 & 7.  The monitoring wells were sampled using a standard bailer and passive diffusion bags (PDBs).  Analytical results as high as 4,300 µg/L for PCE was found in MW-2.  Analytical results can be found in Table 3.

 

July 2003

The EPA collected water samples from MW-1, MW-2 and MW-3 and AMU 6 & 7 on July 29, 2003.  Samples were collected using bailers and with PDBs.  Analytical results show PCE concentrations as high as 5,300 µg/L in MW-2 (Table 3).  
 

June 2005

The EPA and the Environmental Response Team (ERT), with support from the Response Engineering and Analytical Contract (REAC), performed a hydrogeologic investigation of the Site.  The primary purpose of this investigation was to define the nature and extent of groundwater contamination, upgradient of the AMU-7 well, for assessing the applicability of installing a permeable reactive barrier (PRB) for groundwater treatment and protection.  As part of the investigation, six boreholes were installed about 150 feet upgradient of AMU-7.

 

PCE was reported in water samples from all six borings, with the highest concentration of 446 µg/L in the boring farthest east.  Also, the breakdown product TCE was detected in groundwater samples from each boring.  The eastern extent of the plume near the well field was not delineated in this investigation and remains undefined.  Following the investigation, preliminary cost estimates to install a PRB were calculated.  The total costs for this remedial technology were prohibitive to implement under the removal program.

December 2011

The EPA collected groundwater samples and performed a HRS evaluation in December 2011.  In addition, groundwater samples were collected from nine active municipal wells and from AMU-7 that is now off line and pumped to the POTW.

 

Analytical results for PCE as high as 2,500 µg/L were found in MW-2 and in AMU-7 PCE results were 87 µg/L (Table 3).

 

The results of the HRS showed a site score of 50 on the groundwater pathway.

February 2012 to July 2012 
OSC Susan Fisher became the OSC of record for the Site on February 3, 2012.

OSC Fisher met with Jon Martens , AMU, and  Keith Wilken, Iowa Department of Natural Resources (IDNR) - Atlantic field office, to discuss the history of the Site on July 11, 2015.

OSC Fisher also met with Rolling Hills Bank & Trust in Atlantic, Iowa on July 11, 2015 to discuss access to the commercial building parking lot to collect future soil and groundwater samples. 
 

OSC Fisher talked to property owners to obtain access to their properties to collect groundwater samples in October 2012.  

September – October 2012

On October 1, 2012, the Geoprobe Membrane Interface Probe (MIP) was used to better delineate the vertical and horizontal extent of contamination at the Site.  A Geoprobe was used at each location to advance a MIP tool through the subsurface soil to obtain a continuous log of chlorinated volatile organic compounds (VOCs) in soil, and to collect electrical conductivity (EC) results as well. (MIP and EC logs can be found in the document section.)

 

February 2013

On February 6, 2013, the EPA met with Rolling Hills Bank & Trust.  The meeting was held to discuss vapor intrusion sampling at the bank and commercial building, and collection of additions soil and groundwater samples at the commercial building property.  Rolling Hills Bank & Trust gave access to collect vapor intrusion samples.  Access to collect vapor intrusion samples was also given by 10 other properties in Atlantic in the vicinity of the commercial building parking lot.

On February 12, 2013, the EPA collected 7 indoor air samples and 9 subslab samples. 

March 11 to 13, 2013

On March 11, 2013, the EPA collected soil samples around the commercial building and in the parking lot, and one indoor air sample.  The purpose of collecting soil samples is to further define the horizontal extent of contamination in the soil in the source area.


2. Current Activities
  2.1 Operations Section
   

2.0    Current Activities

2.1    Operations

2.1.1    Narrative

                              Situation

            2.1.1.1 Current situation

             

May 20 - 23, 2013

OSC John Frey, the START Contractor and a drilling sub-contractor mobbed to the site.  To further define the extent of PCE contamination and to log the characteristics of the Dakota Sandstone at the source area, two deep soil borings using rotosonic drilling techniques were installed.  One deep soil boring was installed at the location where the highest PCE sample was collected in the parking lot of the perceived source area.  The second deep soil boring was collected outside of the source area as a background sample.

 
Groundwater samples were collected at various intervals in each soil boring.  PCE as high as 14,000 µg/L was collected.  Soil boring (SB) SB1 was drilled to a depth of 91 fbgs, and SB2 to a depth of 83 fbgs.

 

No indication of PCE occurring as a free product was observed based on observation of the soil cuttings, use of a photoionization detector, or dissolved phase concentrations.

 

Table 3 shows groundwater sampling results.  A map showing deep soil borings can be found in the document section.  Deep soil boring logs can be found in the document section.

          

2.1.2    Response activities to date

No removal actions have been performed to date.

 

2.1.3    Enforcement Activities, Identity of Potentially Responsible Parties (PRPs)

                                No PRPs have been identified.

2.1.4    Progress Metrics

 

Table 1
PCE Former Dry Cleaner Site
Soil Gas Data
Date Location PCE Resultsµg/m3
Aug-87 1 11.21
Aug-87 2 35.6
Aug-87 3 0.03
Aug-87 4 0.39
Aug-87 4A 0.7
Aug-87 5 119
Aug-87 6 NST
Aug-87 7 0.3
Aug-87 8 NST
Aug-87 9 NST
Aug-87 10 NST
Aug-87 11 0
Aug-87 12 0
Aug-87 13 0
Aug-87 14 0
Aug-87 15 0
Aug-87 16 0
Aug-87 17 1.2
Aug-87 18 NST
Aug-87 19 0
Aug-87 20 6.2
Aug-87 21 5.3
Aug-87 22 NST
Aug-87 23 0.2
Aug-87 24 NST
Aug-87 25 0.1
Aug-87 26 0.1
Aug-87 27 NST
Aug-87 28 1.3
Aug-87 29 NST 
Aug-87 30 0.5
Aug-87 31 NST
Aug-87 32 2.1
Aug-87 33 NST
Aug-87 34 NST
Aug-87 35 0
Aug-87 36 0
Aug-87 37 0
Aug-87 38 0
Aug-87 39 NST
Aug-87 40 NST
Aug-87 41 2.8
Aug-87 42 NST
Aug-87 43 0
Aug-87 44 2.2
Aug-87 45 NST
Aug-87 46 1.2
Aug-87 47 NST
Aug-87 48 NST
Aug-87 49 0
Aug-87 50 NST
Aug-87 51 0
Aug-87 52 NST
Aug-87 53 0.5
Aug-87 54 0
Aug-87 55 NST
Aug-87 56 0
Aug-87 57 NST
Aug-87 58 2.7
Aug-87 59 1.2
Aug-87 60 0
Aug-87 61 0.8
Aug-87 62 2.7
Aug-87 63 3.8
Aug-87 64 1.3
Aug-87 65 2.9
Aug-87 66 NST
Aug-87 67 0
Aug-87 68 0.4
Aug-87 69 0.5
Aug-87 70 4.3
Aug-87 71 NST
Aug-87 72 0
Aug-87 73 0.2
Aug-87 74 0
Aug-87 75 NST
Aug-87 76 NST
Aug-87 77 76.9
Aug-87 78 3.6
Aug-87 79 0
Aug-87 80 0.46


        NST – No Sample Taken

        PCE – Tetrachloroethene

 

        µg/m3 – micrograms per cubic meter

 



Table 2
PCE FORMER DRY CLEANING SITE
Atlantic, Iowa
SOIL SAMPLE RESULTS
Date Lab Sample # Sample Number Depth
fbgs
PCE
µg/kg
TCE
µg/kg
10/9/2002 1659-6 GP-1 9-10 23  
10/9/2002 1659-5 GP-1 21-22 37  
10/9/2002 1659-3 GP-2 19-20 ND  
10/9/2002 1659-4 GP-2 28-29 ND  
10/9/2002 1659-27 GP-3 20-21 ND  
10/9/2002 1659-28 GP-3 34-35 ND  
10/9/2002 1659-29 GP-4 22 ND  
10/9/2002 1659-30 GP-4 34.5-35 32  
10/9/2002 1659-31 GP-5 14-14.5 ND  
10/9/2002 1659-32 GP-5 35.5-36 ND  
10/9/2002 1659-25 GP-6 18-18.5 ND  
10/9/2002 1659-26 GP-6 33-34 ND  
10/9/2002 1659-23 GP-7 14-15 ND  
10/9/2002 1659-24 GP-7 33.5-34 ND  
10/9/2002 1659-19 GP-8 9-10 ND  
10/9/2002 1659-20 GP-8 32-33 ND  
10/9/2002 1659-11 GP-9 9-10 ND  
10/9/2002 1659-12 GP-9 21-22 ND  
10/9/2002 1659-17 GP-10 4-5 ND  
10/9/2002 1659-18 GP-10 28-29 11  
10/9/2002 1659-15 GP-11 9-10 13  
10/9/2002 1659-16 GP-11 30 10  
10/9/2002 1659-1 GP-12 11-12 10  
10/9/2002 1659-2 GP-12 21.5-22.5 12  
10/9/2002  1659-33   GP-13   7-8  14  
10/9/2002  1659-34   GP-13   34.5-35.5  11  
10/9/2002  1659-8   MW-1  19 11  
10/9/2002  1659-9   MW-1  28 ND  
10/9/2002  1659-7   MW-2  9 930  
10/9/2002  1659-10   MW-2  19 4,600  
10/9/2002  1659-13   MW-2  28 5,100  
10/9/2002  1659-14   MW-2  36 5000  
10/9/2002  1659-21   MW-3  13 ND  
10/9/2002  1659-22   MW-3  28 ND  
10/3/2012  5905-1   MIP-15  24-26   ND   ND 
10/4/2012  5905-2   MIP-1  27-28  26,000  ND 
10/4/2012  5905-3   MIP-2  25-26  3,400  ND 
10/4/2012  5905-4   MIP-3  27-28  670  ND 
10/4/2012  5905-5   MIP-5  24-25  1,200  ND 
10/4/2012  5905-6   MIP-6  27-28  8,100  ND 
10/4/2012  5905-7   MIP-7  24-25  3,400,000  ND 
10/4/2012  5905-8   MIP-8  15-16  440  ND 
10/4/2012  5905-9   MIP-4  15-16  240  ND 
10/4/2012  5905-10   MIP-8  18-20  1,400  ND 
10/4/2012  5905-201   MIP-7  24-25  2,600  ND 
10/4/2012  5905-202   MIP-2  25-26  93  ND 
3/11/2013 6045-1 SB-1 8-9 47 ND
3/11/2013 6045-2 SB-1 19-20 13 ND
3/11/2013 6045-3 SB-1 27-28 55 ND
3/12/2013 6045-4 SB-2 8-9 120 ND
3/12/2013 6045-5 SB-2 19-20 320 ND
3/12/2013 6045-6 SB-2 27-28 230 ND
3/12/2013 6045-7 SB-3 8-9 720 17
3/12/2013 6045-8 SB-3 19-20 980 13
3/12/2013 6045-9 SB-3 27-28 370 ND
3/12/2013 6045-10 SB-4 9-10 300 ND
3/12/2013 6045-11 SB-4 19-20 1100 13
3/12/2013 6045-12 SB-4 27-28 450 ND
3/12/2013 6045-13 SB-5 8-9 18 ND
3/12/2013 6045-14 SB-5 19-20 49 ND
3/12/2013 6045-15 SB-5 27-28 35 ND
3/12/2013 6045-16 SB-6 8-9 280 ND
3/12/2013 6045-17 SB-6 19-20 4600 27
3/12/2013 6045-18 SB-6 27-28 4600 15
3/12/2013 6045-19 SB-7 8-9 460 ND
3/12/2013 6045-20 SB-7 19-20 93 ND
3/12/2013 6045-21 SB-7 27-28 440 10
3/12/2013 6045-22 SB-9 8-9 ND ND
3/12/2013 6045-23 SB-9 19-20 ND ND
3/12/2013 6045-24 SB-9 27-28 ND ND
3/13/2013 6045-25 SB-8 8-9 ND ND
3/13/2013 6045-26 SB-8 19-20 ND ND
3/13/2013 6045-27 SB-10 27-28 ND ND
5/23/2013 6127-1 cuttings from SB-2 0 - 83 6.1 ND

 

fbgs       feet below grade surface
PCE       tetrachloroethene
ug/kg    micrograms per kilogram
ND         no detection of analysis

 

Table 3
PCE FORMER DRY CLEANING SITE
Atlantic, Iowa
Groundwater Analytical Results
Analytical Results Action Levels
Location Sample Date Sample Number PCE
µg/L
TCE
µg/L
PCE
µg/L
TCE
µg/L
Depth of Sample
fbgs
MW-1 Bail 10/10/2002 1659-102 ND 5 5
MW-2 Bail 10/10/2002 1659-103 0.66 5 5
MW-3 Bail 10/10/2002 1659-101 0.51 5 5
AMU-6 5/13/2003 2047-2 7.9 5 5
AMU-7 5/13/2003 2047-1 95 5 5
MW-1 Bail 5/13/2003 2047-7 ND 5 5
MW-1 PDB 5/13/2003 2047-6 0.66 5 5
MW-2 Bail 5/13/2003 2047-9 4300 5 5
MW-2 PDB 5/13/2003 2047-8 140 5 5
MW-3 Bail 5/13/2003 2047-5 0.66 5 5
MW-3 PDB 5/13/2003 2047-4 0.94 5 5
AMU-6 7/29/2003 2102-2 ND 5 5
AMU-7 7/29/2003 2102-1 140 5 5
MW-1 Bail 7/29/2003 2102-7 940 5 5
MW-1 PDB 7/29/2003 2102-6 ND 5 5
MW-2 Bail 7/29/2003 2102-9 ND 5 5
MW-2 PDB 7/29/2003 2102-8 5300 5 5
MW-3 bail 7/29/2003 2102-5 ND 5 5
MW-3 PDB 7/29/2003 2102-4 ND 5 5
MW-6 7/29/2003 2102-3 ND 5 5
B-1 6/1/2005 B-1 ND 21.3 5 5 30
B-1 6/1/2005 B-1 ND ND 5 5 50
B-1 6/1/2005 B-1 31.3 ND 5 5 70
B-1 6/1/2005 B-1 7.41 ND 5 5 75
B-2 6/1/2005 B-2 ND 11.1 5 5 30
B-2 6/1/2005 B-2 144 ND 5 5 50
B-2 6/1/2005 B-2 370 ND 5 5 60
B-2 6/1/2005 B-2 117 ND 5 5 70
B-2 6/1/2005 B-2 232 ND 5 5 75
B-3 6/1/2005 B-3 5.7 ND 5 5 20
B-3 6/1/2005 B-3 11.2 ND 5 5 30
B-3 6/1/2005 B-3 162 ND 5 5 40
B-3 6/1/2005 B-3 275 ND 5 5 50
B-3 6/1/2005 B-3 206 ND 5 5 65
B-3 6/1/2005 B-3 234 ND 5 5 75
B-4 6/1/2005 B-4 228 7.57 5 5 25
B-4 6/1/2005 B-4 71.9 ND 5 5 35
B-4 6/1/2005 B-4 76.9 ND 5 5 55
B-4 6/1/2005 B-4 392 ND 5 5 70
B-5 6/1/2005 B-5 140 ND 5 5 25
B-5 6/1/2005 B-5 219 219 5 5 40
B-5 6/1/2005 B-5 446 446 5 5 55
B-5 6/1/2005 B-5 328 328 5 5 60
B-5 6/1/2005 B-5 176 176 5 5 75
B-6 6/1/2005 B-6  8.16 7.51 5 5 25
B-6 6/1/2005 B-6 ND ND 5 5 40
B-6 6/1/2005 B-6 ND ND 5 5 55
B-6 6/1/2005 B-6 ND ND 5 5 75
MW-1 12/12/2011 5613-101 ND ND 5 5
AMU-10 12/13/2011 5613-5 3.6 ND 5 5
AMU-11 12/13/2011 5613-4 ND ND 5 5
AMU-12 12/13/2011 5613-7 ND ND 5 5
AMU-13 12/13/2011 5613-3 ND ND 5 5
AMU-14 12/13/2011 5613-9 ND ND 5 5
AMU-15 12/13/2011 5613-8 ND ND 5 5
AMU-16 12/13/2011 5613-2 ND ND 5 5
AMU-17 12/13/2011 5613-6 ND ND 5 5
AMU-6 12/13/2011 5613-10 ND ND 5 5
AMU-7 12/13/2011 5613-1 87 1.3 5 5
MW-2 12/14/2011 5613-103 2500 ND 5 5
MW-3 12/14/2011 5613-102 ND ND 5 5
TW-1 10/3/2012 5905-101 2.6 ND 5 5
TW-2 10/3/2012 5905-102 7 ND 5 5
TW-3 10/3/2012 5905-103 0.8 ND 5 5
TW-4 10/3/2012 5905-104 77 ND 5 5
TW-5 10/3/2012 5905-105 ND ND 5 5
TW-6 10/3/2012 5905-106 ND ND 5 5
TW-7 10/3/2012 5905-107 ND ND 5 5
City Piez 10/4/2012 5905-110 ND ND 5 5
TW-8 10/4/2012 5905-108 13 3.3 5 5
TW-9 10/4/2012 5905-108 ND ND 5 5
TW-10 10/5/2012 5905-111 ND ND 5 5
TW-11 10/5/2012 5905-112 ND ND 5 5
TW-12 10/5/2012 5905-114 1.8 ND 5 5
SB-1 5/21/2013 6127-101 1.8 ND 5 5 47
SB-1 5/22/2013 6127-103 7.9 ND 5 5 91
SB-2 5/23/2013 6127-105 ND ND 5 5 39
SB-2 5/23/2013 6127-107 14,000 8.4 5 5 63
SB-2 5/23/2013 6127-108 340 ND 5 5 83

 fbgs         feet below grade surfacePCE         tetrachloroetheneTCE         trichloroetheneug/L         micrograms per liter ND           no detection of analysis 

 

 

Table 4
PCE FORMER DRY CLEANING SITE
Atlantic, Iowa
Vapor Intrusion Sampling
Address Indoor Air or Sub Slab Sample Number PCE
µg/m3
TCE
µg/m3
1307 East 7th St 2/12/2013 IA 01A ND ND
1205 East 7th Street 2/12/2013 IA 02A 76 ND
1205 East 7th Street 2/12/2013 IA 03A 50 ND
1205 East 7th Street 2/12/2013 IA 04A 62 ND
704 Plum 2/12/2013 SS Mbl Lab 2.41 ND
1003 3rd Place 2/12/2013 SS Mbl Lab ND ND
1125 E 4th 2/12/2013 IA Mbl Lab ND ND
1112 E 4th 2/12/2013 IA Mbl Lab ND ND
1119 E 5th St 2/12/2013 IA Mbl Lab ND ND
800 Plum 2/12/2013 SS Mbl Lab ND ND
1106 E 7TH 2/12/2013 SS Mbl Lab 1339 8.5
1307 East 7th St 2/12/2013 SS Mbl Lab 43.77 ND
1200 E 7th St 2/12/2013 SS Mbl Lab 4.66 ND
1307 East 7th St 2/12/2013 SS Mbl Lab 43.36 ND
1205 East 7th Street 2/12/2013 SS Mbl Lab 2261 72
1205 East 7th Street 2/12/2013 SS Mbl Lab 1642 4
1106 E 7TH 3/11/2013 IA 6045-201 5.1 ND
1013 3rd St Place 3/30/2015 SS 6763-1 ND ND
1013 3rd St Place 3/30/2015 IA 6763-2 16 ND
1012 3rd St Place 3/30/2015 SS 6763-3 3.5 ND
1012 3rd St Place 3/30/2015 IA 6763-4 ND ND
1018 3rd St Place 3/30/2015 SS 6763-5 ND ND
1018 3rd St Place 3/30/2015 IA 6763-6 ND ND
1107 E 7th Street 3/30/2015 IA 6763-7 5.1 ND
703 Plum 3/30/2015 SS 6763-8 ND ND
703 Plum 3/30/2015 IA 6763-9 ND ND
315 Chestnut 3/30/2015 SS 6763-10 2,300,000 ND
315 Chestnut 3/30/2015 IA 6763-11 550 ND
602 Mulberry 3/30/2015 SS 6763-12 40 ND
602 Mulberry 3/30/2015 IA 6763-13 15 ND
319 Chestnut 3/30/2015 IA 6763-14 180 ND
312 Chestnut 3/30/2015 SS 6763-15 9,200 ND
312 Chestnut 3/30/2015 IA 6763-16 2.5 ND
1205 E 7th St 3/30/2015 IA 6763-17 5.6 ND
1205 E 7th St 3/30/2015 IA 6763-18 4.3 ND
 PCE         tetrachloroetheneTCE         trichloroetheneug/m                  micrograms per cubic meter ND           no detection of analysisSS           sub slabIA             indoor air

 

PCE         tetrachloroetheneTCE         trichloroetheneug/m                  micrograms per cubic meter ND           no detection of analysisSS           sub slabIA             indoor air

 

 

 

 

    





  2.2 Planning Section
    2.2.1 Anticipated Activities

2.2.1.1 Planned Response Activities

          
 Collect additional soil samples to further delineate the contamination plume.

2.2.1.2 Next Steps

Continue site reassessment activities.

2.2.2 Issues

  2.3 Logistics Section
    No information available at this time

  2.4 Finance Section
    No information available at this time.

  2.5 Other Command Staff
    No information available at this time

3. Participating Entities
  3.1 Unified Command

3.2 Cooperating Agencies

Iowa Department of Transportation
Atlantic Municipal Utilities
Iowa Department of Natural Resources
Rolling Hills Bank & Trust

4. Personnel On Site
  OSC Fisher
OSC Frey
Lorenzo Sena - EPA ENSV
EPA START Contractor

5. Definition of Terms
  AMU              Atlantic Municipal UtilitiesATSDR          Agency for Toxic Substance Disease RegistryCFR               code of federal registrationCERCLA        Comprehensive Environmental Response, Compensation, and Liability Act of 1980DCE              dichloroetheneEC                 electric conductivity
EPA              Environmental Protection AgencyERRS            Emergency and Rapid Response ServicesERT               Environmental Response Teamfbgs              feet below grade surfaceHRS              Hazard Ranking ScoreIDNR             Iowa Department of Natural Resources IDOT              Iowa Department of TransportationMCL              Maximum Contaminate Level MIP               membrane interface probe MW               monitoring wellOSC              On Scene CoordinatorPCE              Tetrachloroethene PDB              passive diffusion bagsPID                photoionization detectorPOTW            Public Owned Treatment Worksppm              parts per millionPRB              Permeable Reactive BarrierPRP              Potential Responsible PartyRAL               removal action levelREAC            Response Engineering and Analytical ContractSB                 soil boring START           Superfund Technical Assessment & Response TeamTCE               TrichloroetheneTOC               total organic carbon µg/L               Micrograms per Liter
µg/kg             microgram per kilogram
µg/m3             microgram per cubic meter
VOCs            volatile organic compounds


6. Additional sources of information
  6.1 Internet location of additional information/report

PCE (Tetrachloroethylene):           

•       A man-made chemical that is widely used for dry cleaning clothes.

•       It evaporates easily into the air.

•       a colorless liquid with a mild, chloroform-like odor - has a sharp, sweet odor 

TCE (Trichloroethylene):

•       Used to remove grease from fabricated metal parts and in the production of some textiles.

•       PCE degrades to TCE under certain circumstances.

•       A colorless or blue liquid with a chloroform-like odor - has a sharp, sweet odor


For more information about these chemicals go to: http://water.epa.gov/drink/contaminants/basicinformation



The following reports and figures can be found in the document
6.2 Reporting Schedule

7. Situational Reference Materials
  No information available at this time.