Manufacturing

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Site Setting or Use: |
Plastics Plant |
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Location: |
MA |
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COCs: |
No. 2 FO & BEHP LNAPL |
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Treatment Interval Soil Type: |
Glacial till, sand and clay |
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Depth to Groundwater: |
17 ft bgs |
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Plume Size: |
6,500 SF |
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Injection Array: |
15 vertical wells |
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Baseline Conditions: |
3 ft LNAPL & high dissolved levels |
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Current or Final Conditions: |
0.01 to 0.02 ft LNAPL & dissolved meets cleanup criteria |
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| Historical LNAPL Thickness Summary |
| Date |
LNAPL Thickness (ft) |
| MW-2 |
RW-1 |
RFW-1 |
| 8/00 |
4.2 |
2.1 |
1.8 |
| 1/01 |
2.6 |
1.7 |
1.5 |
| 4/01 |
0.4 |
0.1 |
0.2 |
| 8.01 |
1.8 |
<0.01 |
<0.01 |
| 9/01 |
<0.01 |
<0.01 |
<0.01 |
| 11/01 |
<0.01 |
<0.01 |
0.02 |
| 12/01 |
<0.01 |
0.32 |
0.04 |
| 3/02 |
<0.01 |
0.07 |
0.02 |
| 8/02 |
<0.01 |
0.05 |
0.01 |
| 10/02 |
<0.01 |
0.06 |
0.01 |
| 3/03 |
<0.01 |
0.03 |
0.24 |
| 8/03 |
<0.01 |
0.01 |
0.01 |
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| Baseline and Interim Treatment Groundwater Analytical Data Summary |
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MCP UCLs |
RW-1 |
RW-1 |
MEW-2 |
MEW-2A |
MEW-2A |
GW-7 |
GW-7 |
| 29-Jan-01 |
Oct-01 |
30-Jan-01 |
Aug-01 |
Oct-01 |
7-Jun-01 |
Oct-01 |
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| EPH MADEP 98-1 mg/L |
| C9-C18 aliphatics |
100 |
68.3 |
0.2U |
4.6 |
4.5 |
0.2U |
63 |
0.2U |
| C19-C36 aliphatics |
100 |
34.4 |
0.2U |
1.5 |
2.6 |
0.2U |
243 |
0.2U |
| C11-C22 aromatics |
100 |
95.2 |
0.7 |
7.2 |
10.8 |
0.4 |
395 |
0.5 |
| SVOC 8270 ug/L |
| 2-Methylnaphthalene |
100,000 |
50,800 |
32.3 |
40.1 |
305 |
10U |
60,000 |
10U |
| 3+4-Methylphenol |
Not Listed |
7500U |
4 |
10U |
25.25 |
10U |
60,000 |
10U |
| Acenaphthene |
50,000 |
7500U |
2 |
10U |
25.25 |
10U |
60,000 |
10U |
| bis (2-Ethylhexyl) phthalate |
100,000 |
1,010,000 |
15.2 |
148 |
11,500 |
3.88 |
876,000 |
87.1 |
| Di-n-butylphthalate |
Not Listed |
7500U |
2.6 |
10U |
25.25 |
10U |
60,000 |
2.99 |
| Di-n-octylphthalate |
Not Listed |
484,000 |
7.56 |
59.3 |
4,150 |
10U |
183,000 |
17.2 |
| Diethylphthalate |
60,000 |
7500U |
3.37 |
10U |
25.25 |
10U |
60,000 |
3.15 |
| Fluorene |
30,000 |
7500U |
3.55 |
10U |
25.25 |
10U |
60,000 |
10U |
| Naphthalene |
60,000 |
15,400 |
28.3 |
54.8 |
138 |
10U |
60,000 |
10U |
| Phenanthrene |
3,000 |
10,200 |
2.2 |
10U |
25.25 |
10U |
60,000 |
10U |
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| Industry: |
Manufacturing / Paint Shop |
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| Challenge: |
Residual impacts upgradient of treatment area were found under/around site building. Primary consultant excavating impacted soil. |
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| Solution: |
Treatment area successfully remediated with in situ chemical oxidation in combination with a consultant’s excavation. ERFS is on standby if contamination from under the building is detected. |
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Site Setting or Use: |
Paint Shop |
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Location: |
VA |
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COCs: |
BTEX |
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Treatment Interval Soil Type: |
Fine Sand |
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Depth to Groundwater: |
3 ft bgs |
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Plume Size: |
4,000 SF |
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Injection Array: |
4 Props.* and 8 vertical wells |
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Baseline Conditions: |
BTEX at 5,000 to 10,000 ug/l |
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Current or Final Conditions: |
Benzene < 100 ug/l for two quarters (cleanup goal) |
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| Industry: |
Manufacturing / Food Processing Plant |
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| Challenge: |
Thick No. 6 Fuel Oil release affecting 25 ft thick zone of soil and groundwater. |
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| Solution: |
Implemented pilot test around well with 7 ft of LNAPL to reach 'no sheen' condition for 3 months. Consultant negotiating cleanup goals with state; full scale to follow. |
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Site Setting or Use: |
Food Processing |
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Location: |
NJ |
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COCs: |
No. 6 FO LNAPL |
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Treatment Interval Soil Type: |
Medium Sand |
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Depth to Groundwater: |
30 to 35 ft bgs |
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Plume Size: |
8,500 SF |
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Injection Array: |
4 Props.* and 4 vertical wells |
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Baseline Conditions: |
5 ft LNAPL and high smear zone soil TPH (2,000,000 mg/kg) |
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Current or Final Conditions: |
Demonstration scale test eliminated all signs of LNAPL in target well and reduced soil TPH by 75% |
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| Industry: |
Manufacturing / Manufacturing Plant |
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| Challenge: |
Close out 10-year-old pump-and-treat system |
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| Solution: |
Utilized former solvent disposal sumps and new IW (injection wells) to treat CVOC via sequential fenton-like and permanganate treatment |
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Site Setting or Use: |
Manufacturing |
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Location: |
NJ |
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COCs: |
CVOC |
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Treatment Interval Soil Type: |
Sand and gravel |
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Depth to Groundwater: |
15 ft bgs |
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Plume Size: |
10,000 SF |
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Injection Array: |
8 vertical wells |
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Baseline Conditions: |
Avg TCE at 200 ug/l |
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Current or Final Conditions: |
Two quarters of monitoring data in all wells indicated consistent 90% or better reduction |
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| Industry: |
Manufacturing / Railcar Fabrication and Repair |
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| Challenge: |
Attempt a source removal at large area threatening the drinking water supply for a city |
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| Solution: |
ERFS conducted simultaneous treatment through 160 injection points in two month period to affect 70% reduction in contaminant mass in stratified soils, achieving project goals |
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Site Setting or Use: |
Railcar Fabrication |
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Location: |
ID |
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COCs: |
CVOC |
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Treatment Interval Soil Type: |
Stratified sand, silt and clay |
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Depth to Groundwater: |
30 ft bgs - varied due to multiple perched water intervals |
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Plume Size: |
2 acres |
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Injection Array: |
160 vertical wells |
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Baseline Conditions: |
Avg CVOC at 1,500 ug/l |
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Current or Final Conditions: |
After two treatments, avg CVOC at 450 ug/l |
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| Industry: |
Manufacturing / Scrap Yard and Storage Facility |
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| Challenge: |
Find and remediate multiple spill areas in soil and groundwater disconnected across a large property |
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| Solution: |
Creation of multiple treatment grids for remediation, utilizing many ERFS technologies, including chemical oxidation treatments. NFA issued by NJDEP |
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Site Setting or Use: |
Scrap Yard |
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Location: |
NJ |
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COCs: |
BTEX and PAH in soil and ground-water |
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Treatment Interval Soil Type: |
Fill and sandblast grit |
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Depth to Groundwater: |
3 ft bgs |
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Plume Size: |
1 acre |
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Injection Array: |
Multiple laterals and vertical wells |
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Baseline Conditions: |
LNAPL and high smear zone soil TPH (200,000 mg/kg) BTEX and MTBE avg 10,000 ug/l Lead at 30 ug/l |
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Current or Final Conditions: |
Benzene <5 ug/l for two years; all other VOCs none detected (cleanup goal) |
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* Propagation delivery devices
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