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COAL<br />

SOURCE: IGT<br />

CONTAMINATED<br />

SOIL<br />

TREATED<br />

SOIL<br />

In Situ Solidification<br />

FIGURE 1<br />

BIOSLURRY REMEDIATION PROCESS<br />

2'<br />

Water<br />

Tank<br />

m<br />

SCREEN<br />

THICKENER<br />

At an MGP site in Columbus, Georgia, gas was<br />

produced from 1854 to 1931. In 1992 this site<br />

became the target of an environmental cleanup<br />

effort.<br />

The analysis of ground water flow across the site<br />

indicated a southwesterly flow of water and MGP<br />

coal tar.<br />

Boring and sampling activity indicated that a<br />

bedrock layer identified as "saprolite,"<br />

a<br />

weathered granite material, underlay the site in<br />

an undulating manner at a depth of ap<br />

proximately<br />

45 feet below the ground surface.<br />

Due to the coal tar having a specific gravity<br />

CHEMICALS<br />

AIR-I<br />

01<br />

do<br />

PEED HOPPER<br />

& CONVEYOR<br />

INOCULUM.<br />

NUTRIENTS<br />

AIR-i<br />

ia Aim<br />

f"l ATTRITION<br />

SHAKER r\^'<br />

SCREEN<br />

CO do<br />

BIO-<br />

CHEMICAL SLURRY<br />

REACTOR REACTOR REACTOR<br />

4-45<br />

SCRUBBER<br />

? 20 fresh<br />

OVERSIZE<br />

greater than water, bore samples identified quan<br />

tities of coal tar pooled at the surface of the<br />

saprolite.<br />

A containment plume of MGP waste was iden<br />

tified in the groundwater in a prevailing southwes<br />

terly<br />

point area.<br />

direction and downstream of the source<br />

The selected strategy involved in situ stabilization<br />

using a large vertical auger to directly treat and<br />

immobilize 15 to 20 feet of MGP-affected soil<br />

both above and below the water table (Figure 2).<br />

Existing<br />

clean fill above the water table was ex<br />

cavated and stockpiled for reuse; pockets of<br />

MGP-affected materials within the fill were stabi<br />

lized by mixing with 10 percent portland cement.<br />

THE SYNTHETIC FUELS REPORT, JANUARY 1995

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