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Villa Mobile Home Park Battery Dump Site

All POL/SITREP's for this site Villa Mobile Home Park Battery Dump Site
Kannapolis, NC - EPA Region IV
POLREP #9
Progress - Removal Phase 2
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U.S. ENVIRONMENTAL PROTECTION AGENCY
POLLUTION/SITUATION REPORT
Villa Mobile Home Park Battery Dump Site - Removal Polrep

EPA Emergency Response

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
Region IV

Subject: POLREP #9
Progress - Removal Phase 2
Villa Mobile Home Park Battery Dump Site
B4C3
Kannapolis, NC
Latitude: 35.4857860 Longitude: -80.6078920


To:
From: Alyssa Hughes, OSC
Date: 1/29/2013
Reporting Period: 1/16 - 1/25

1. Introduction
  1.1 Background
   
Site Number: B4C3    Contract Number: EP-S4-07-04
D.O. Number: 155    Action Memo Date: 9/12/2012
Response Authority: CERCLA    Response Type: Time-Critical
Response Lead: EPA    Incident Category: Removal Action
NPL Status: Non NPL    Operable Unit:
Mobilization Date: 10/29/2012    Start Date: 10/22/2012
Demob Date:      Completion Date:  
CERCLIS ID: NCN000410983    RCRIS ID:
ERNS No.:    State Notification:
FPN#:    Reimbursable Account #:

1.1.1 Incident Category

TIme- Critical Removal Action

1.1.2 Site Description

A Removal Site Evaluation (RSE) was conducted in response to a request from the North Carolina Department of Environment and Natural Resources (DENR).  The Villa Mobile Home Park Battery Dump Site (the Site) is isolated to a small portion of the Villa Mobile Home Park located in Kannapolis, Cabarrus County, North Carolina.  The mobile home park is comprised of several parcels over 10 acres of land containing approximately 54 mobile homes.  It is bound to the north and west by Verona Street, to the south by Irene Street and to the east by McLain Road.  The primary area of concern is located to the southeast of the intersection of Verona and Venice Streets.  The extent of the buried battery casings and associated contamination is unknown at this time, although estimated to be contained within three parcels of the property.

According to residents at the Villa Mobile Home Park, during periods of heavy precipitation, the current piped stream cannot contain the water flow and the stream overflows from the headwall located on the north side of Venice Street and flows overland to the open area approximately 100 feet downstream.  This overland flow is estimated to be partially responsible for the erosion of the stream, causing the battery casings to be exposed.


1.1.2.1 Location

The Villa Mobile Home Park (the Site) is located near the intersection of Venice Street and Verona Street in Kannapolis, Cabarrus County, North Carolina.  The geographic coordinates are 35.485786 ° N, -80.607892 ° W.  The surrounding land use to the north, south and west is residential.  The area to the east is wooded.  Groundwater is expected to flow to the stream channel that transects the Site, which then flows east approximately 500 feet through piping where it discharges to Coldwater Creek, which ultimately flows into Lake Concord approximately ½ mile from the boundary of the mobile home park. 

  
1.1.2.2 Description of Threat

Lead is a hazardous substance as listed in 40CFR302.4, and referred to in Section 101(14) of CERCLA, as amended.  Human exposure to lead contaminated soil at the Site poses a significant threat to public health.  Direct contact, ingestion and inhalation are the primary pathways of exposure.  Continued exposure to the soil contaminated with concentrations of lead exceeding the Removal Management Level (RML) of 400 ppm of lead may pose chronic health effects to persons living nearby.  During a demographic survey conducted in July 2012, NCDENR IHSB discovered approximately 70 adults and 70 children reside in the mobile home park.

Analytical results reveal that elevated lead levels are present in surface soils and in the open channel creating a potential for downstream migration.  Visual inspection indicates battery casings throughout the banks of the drainage ditch.  The presence of battery chips in the vicinity of the McLain Road outfall supports the possibility of contaminant migration through the culvert due to high flow rate following periods of heavy precipitation.  Lead concentrations in samples collected from the drainage ditch exceed the residential RML by an order of magnitude.

The neighboring City of Concord utilizes Lake Concord as a source for its municipal water supply.  Potential contamination of this water body exists due to the possibility that lead could migrate via the piped channel into Coldwater Creek which ultimately discharges into Lake Concord. Coldwater Creek is designated WS-IV; CA (Water Supply-IV/Highly developed; Critical Area).

1.1.3 Preliminary Removal Assessment/Removal Site Inspection Results

In July 2012, EPA ERRB, START contractor OTIE and DENR IHSB met on-site to perform X-Ray Fluorescent (XRF) screening and lab analysis of samples at several locations in the vicinity of the test pits excavated during the S&ME investigation.  Ten locations were screened at the surface, near surface (0-6”), and subsurface (ranging from 1-3’ below ground surface).  Of the ten locations, five samples were collected for lab analysis.  Elevated lead concentrations for near surface screening ranged from 478 mg/kg to 5,940 mg/kg. Five out of seven locations where subsurface screening was performed indicate lead concentrations that exceed the residential RML for lead. Values range from 597 to 3,451 mg/kg of lead. 
 


2. Current Activities
  2.1 Operations Section
    2.1.1 Narrative

The Villa Mobile Home Park Battery Dump consists of an area containing exposed and buried battery casings.  The area of the footprint is estimated to be approximately 20,000 square feet, with casings extending to various depths.  The buried battery casings are exposed due to significant gully erosion.  Several factors contribute to the severe erosion that has occurred in this open channel area between the two piped portions of the culvert.  According to residents, during periods of heavy precipitation water flows in sheets across the property, which slopes down to the outfall at McLain Road.  The culvert to the west of Venice Street is improperly sized which causes an increase in sheet flow and an increase in velocity of the water through the pipe which leads to substantial scouring in this open area.  The continuing erosion increases the surface area of the exposed battery casings.  For these reasons, the entire source of buried battery casings will be removed.

2.1.2 Response Actions to Date


On January 16th OSC Hughes and ERRS PM met at the City of Kannapolis Public Works office with NC DENR IHSB, state consultant S&ME, a representative from the bankruptcy trust, Capstone management, county public health department official, and city officials.  The group discussed the plans to remove the existing culvert and implement the stream restoration design.  It was decided that the CERCLA removal action would be completed in full prior to commencing with the stream restoration construction.

On January 21st ERRS crew and equipment re-mobilized to the Site.  On January 22nd, excavation began in the southeast corner with the removal of the above-ground storage tanks that were being utilized as a stormwater pipe.  No additional battery casings were observed below the pipe segments.  Excavation proceeded from east to west, moving towards Venice Street.  A total of six AST segments were removed from this area.  Battery casings were removed from the bank of the open ditch area, extending halfway up the slope towards Irene Street.

An additional shipment of TSP was received on Thursday, January 24th.  This quantity of material will be sufficient to treat the remaining contaminated soil.  The crew mixed and stockpiled the material on Thursday and Friday.  Two 5-point composite samples were collected and sent to the laboratory for TCLP analysis, results are expected by Tuesday.

The table below tracks the material hauled off-site to date.


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


The Villa Mobile Home Park was owned by the Wyrick Estate.  Mr. Wyrick filed for bankruptcy in 2010 and shortly thereafter passed away.  The property is now held by the bankruptcy court.

2.1.4 Progress Metrics

Manifest#   Date           Tonnage     TOTAL
25192 11/29/2012 23.74 23.74
25193 11/29/2012 16.1 39.84
25194 11/29/2012 18.98 58.82
25243 11/29/2012 22.52 81.34
25244 11/29/2012 17.62 98.96
25245 11/29/2012 16.75 115.71
25246 11/29/2012 18.05 133.76
25247 11/29/2012 18.59 152.35
25248 11/29/2012 19.01 171.36
25249 11/29/2012 21.81 193.17
25251 11/29/2012 20.27 213.44
25250 11/29/2012 19.16 212.33
25195 11/29/2012 23.77 236.1
25196 11/29/2012 25.58 261.68
25197 11/29/2012 26.62 288.3
25198 11/29/2012 22.76 311.06
25252 11/29/2012 17.84 328.9
25253 11/29/2012 20 348.9
25254 11/29/2012 23.31 372.21
25255 11/29/2012 18.1 390.31
25199 11/29/2012 22.82 413.13
25200 11/29/2012 23.51 436.64
25201 11/29/2012 23.24 459.88
25202 11/29/2012 22.59 482.47
25256 11/29/2012 20.59 503.06
25257 11/29/2012 19.4 522.46
25258 11/29/2012 23.7 546.16
25203 11/30/2012 24.64 591.07
25259 11/30/2012 19.14 610.21
25260 11/30/2012 17.33 627.54
25204 11/30/2012 21.34 648.88
25205 11/30/2012 22.91 671.79
25206 11/30/2012 23.22 695.01
25261 11/30/2012 19.18 714.19
25262 11/30/2012 17.61 731.8
25263 11/30/2012 22.07 753.87
25264 11/30/2012 19.4 773.27
26265 11/30/2012 16.1 789.37
25207 11/30/2012 18.03 807.4
25208 11/30/2012 23.95 831.35
25209 11/30/2012 22.85 854.2
25266 11/30/2012 18.03 872.23
25210 11/30/2012 23.5 895.73
25267 11/30/2012 21.23 916.96
25318 11/30/2012 19.37 936.33
25269 11/30/2012 19.78 956.11
25270 11/30/2012 20.17 976.28
25309 11/30/2012 19.52 995.8
25271 11/30/2012 23.03 1018.83
25272 11/30/2012 20.49 1039.32
25273 12/5/2012 18.35 1044.1
25274 12/5/2012 19.44 1063.54
25275 12/5/2012 20.12 1083.66
25276 12/5/2012 23.41 1107.07
25277 12/5/2012 25.27 1132.34
25278 12/5/2012 21.56 1153.9
25279 12/5/2012 21.1 1175
25211 12/5/2012 24.53 1199.53
25212 12/5/2012 25.91 1225.44
25280 12/5/2012 30.55 1255.99
25281 12/5/2012 28.33 1284.32
25282 12/5/2012 20.95 1305.27
25283 12/5/2012 22.82 1328.09
25284 12/5/2012 18.31 1346.4
25285 12/5/2012 20.9 1367.3
25286 12/5/2012 21.47 1388.77
25287 12/5/2012 20.56 1409.33
25288 12/5/2012 20.23 1429.56
25289 12/5/2012 21.79 1451.35
25290 12/5/2012 22.02 1473.37
25291 12/5/2012 21.05 1494.42
25213 12/5/2012 22.03 1516.45
25214 12/5/2012 20.47 1536.92
25215 12/5/2012 24.42 1561.34
25292 12/5/2012 18.03 1579.37
25293 12/5/2012 19.73 1599.1
25294 12/5/2012 22.3 1621.4
25295 12/5/2012 19.2 1640.6
25296 12/5/2012 19.2 1659.8
25297 12/5/2012 18.9 1678.7
25298 12/5/2012 22.32 1701.02
25299 12/5/2012 19.36 1720.38
25300 12/5/2012 20.33 1740.71
25307 12/5/2012 22.04 1762.75
25308 12/5/2012 23.48 1786.23
25488 12/5/2012 20.49 1806.72
25301 12/5/2012 19.66 1826.38
21488 12/5/2012 23.27 1849.65
25302 12/5/2012 19.97 1869.62
25303 12/6/2012 23.37 1892.99
25304 12/6/2012 20.52 1913.51
25305 12/6/2012 20.86 1934.37
25306 12/6/2012 24.11 1958.48
25311 12/6/2012 20.31 1978.79
25312 12/6/2012 21.56 2000.35
25313 12/6/2012 24.86 2025.21
25315 12/6/2012 23.67 2048.88


  2.2 Planning Section
    2.2.1 Anticipated Activities

2.2.1.1 Planned Response Activities

The following removal activities are expected to take place:
- Excavate soil in which battery casings are observed
- Evaluate the need to remove soil from the drainage pathway exceeding the residential removal management level for lead of 400 ppm
- Provide temporary on-site storage of contaminated soils generated during removal activities
- Conduct in-situ and ex-situ screening and/or collect samples at the floor of the excavation
- Arrange for off-site transportation and disposal/treatment of hazardous substances according to applicable regulations

2.2.1.2 Next Steps

- Dispose of remaining treated material
- Backfill excavated areas to grade

2.2.2 Issues

On Thursday, January 17th the area received approximately 2.4" of rainfall.  The headwall of the pipe on the west side of Venice Street was blocked with debris and water traveled over the road and caused significant erosion on-site.  The excavation was repaired and the pipe was cleared.  See images section.

  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
    2.5.1 Safety Officer

N/A

2.5.2 Liaison Officer

N/A

2.5.3 Information Officer

The community involvement coordinator for this site is Angela Miller.

3. Participating Entities
  DENR IHSB

4. Personnel On Site
  EPA - 1
START - 1
ERRS - 5

5. Definition of Terms
  No information available at this time.

6. Additional sources of information
  No information available at this time.

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


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