Marjol Battery Site
Spring site maintenance activities to begin end of week of April 29, 2013.
 
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Post-Construction Maintenance and Monitoring

A Final Inspection was conducted at the Marjol Battery Site on August 31, 2010.  Based on the inspection, construction of the Final Remedy was determined to be “substantially complete” as of August 27, 2010, and the site is in the post-construction period.   All lead-contaminated material at the Site has been  consolidated in the Containment (cap) Area (CA) and covered by the multiple layers of cap materials, so all surfaces of the Site are clean (average lead levels below 500 mg/kg).   (Click here for a drawing showing the layers of the cap.)

With major construction activities at the Site completed, there are several post-construction items Gould would like to provide information to the community about:

 

SPRING/SUMMER 2013 SITE ACTIVITIES
 
Construction activities associated with basin conversion were completed on September 4, 2012.  For more information on basin conversion please see the Stormwater Management System page.
(Click here to be taken to the Stormwater Management System page.)

With basin conversion completed, erosion inspections focusing on erosion and sedimentation controls will continue weekly until permanent vegetation is established on the newly seeded areas. Once that vegetation is established, Gould will request an inspection by LCCD to close out the NPDES permit for the Site. The earliest that this will occur is summer 2013.

Spring site maintenance activities, including those associated with cultivation of vegetation at the Marjol Battery Site will begin the week of April 29, 2013. In particular, we will be working to cultivate vegetation in the sedimentation basin and other areas that were newly seeded last fall (areas involved with basin conversion activities). There will likely be a few small pieces of equipment brought onto the Site to be used for these activities. Additionally, we will be doing some maintenance on the stone check dams at the Site (adding stone), so there will be a few truckloads of stone brought into the Site. Working hours will be consistent with Throop Borough Ordinances (Monday through Friday from approximately 7 am to 5 pm)

SITE APPEARANCE
 
All trailers (except for a small storage trailer near the stockpile of soil that will be used for converting the sedimentation basin) have been removed, guard service has concluded, and the gate to the Site is now locked when no activities are occurring. 

Fencing— A split-rail fence with wire mesh was installed on-site around the Containment (cap) Area (CA) and along the eastern property line to protect the vegetation on the CA and, to prevent motorized vehicle access and to deter pedestrian access.  Temporary fence panels were removed from the Site and chain link fencing was installed in some areas to deter motorized vehicles from accessing the property until significant vegetation is established.  There is no longer a 6-foot chain link fence around the perimeter of the Site.  

 

POST-CONSTRUCTION INSPECTIONS AND MONITORING

The USEPA/PADEP-approved 100% Design Plan includes required elements such as quarterly river monitoring, annual groundwater sampling, and the frequency of inspections. 

Post-Construction Inspections - Erosion inspections will take place weekly unless the ground is snow-covered/frozen.  Formal inspections will take place semi-annually through at least 2014.

Click on the dates below to review the monthly/quarterly/semi-annual inspection reports:

(Click here to view photos of post-construction Site conditions.)

 

Special Post-Earthquake and Storm Event Inspection - 2011

In response to the August 2011 earthquake and subsequent heavy rain events (Hurricane Irene and Tropical Storm Lee), Advanced GeoServices conducted a special inspection of the Containment Area (CA) on October 7, 2011.  Based on observations of the slope conditions, it is Advanced GeoServices' opinion that the stability of the CA slopes were not adversely impacted by the earthquake or subsequent storm events.  (Click here to review the special inspection report.)

 

Post-Construction Monitoring

See the table below for a list of some of the monitoring activities required in the Design Plan. 

                                    Summary of Post –Construction Monitoring Activities

Monitoring Activity

Frequency

Sediment Monitoring

Quarterly for 1 year (through the 4th Quarter 2010) (Click here to review the most recent Sediment Monitoring Report.)

Groundwater Monitoring

Annually for at least 5 years.  Groundwater monitoring took place in July 2012.  The total lead results ranged from below detection to 3.5 ug/L. Since the levels were all below 15 ug/L, the samples were not analyzed for dissolved lead. There is no indication that the construction activities impacted the groundwater. (Click here to review the 2012 Groundwater Monitoring Report.)

Perimeter Air Monitoring

The Design  Plan calls for air monitoring to cease at the end of construction, but Gould continued perimeter air monitoring for the monitors that were located on-site (4 monitors) and for the monitor at the Mid-Valley Secondary Center through December 9, 2010.  Perimeter high volume air monitoring consisted of a 24-hour sampling event for lead that occurred on a six day rotating sampling schedule. (Click here to review the  perimeter air monitoring results from December 9, 2010.) 

  

NORTH WOODS LOW AREA MODIFICATIONS

In response to complaints from near-by residents, a plan was developed to modify the North Woods Low Area (low area behind homes on the west side of Martarano Drive).  Approval on the plan was provided by PADEP on August 30, 2010.  The modifications involved the placement of stone and installation of pipes to encourage stormwater to drain from the low area.  Modification to the North Woods Low Area were completed the week of November 1, 2010.   

 

 

Post-Construction Maintenance and Monitoring Calendar - May 2013 

 

 

May 2013

S

M

T

W

T

F

S

 

    1 2 Spring Site Maintenance work to begin  3 Weekly Erosion Inspection

4

5

6

7

8 9

10 Weekly Erosion Inspection

11

12

13

14

15

16

17 Weekly Erosion Inspection

18

19

20

21

22

23

24 Weekly Erosion Inspection

25

26

27

28 29 30 31 Weekly Erosion Inspection  

                                                                                                                           

 

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