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REP46523
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Entry Properties
Last modified
8/25/2016 12:49:45 AM
Creation date
11/27/2007 11:12:08 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1979221
IBM Index Class Name
Report
Doc Date
12/20/2000
Doc Name
PERMIT APPLICATION SEDALIA RECYCLING CENTER AND DEPOSITORY DOUGLAS CNTY COLO
Media Type
D
Archive
No
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October 2000 -43- 003-2191 <br />• would create a leachate that would be difficult to control or handle. There aze no <br />hazazdous substances to be introduced at the site. Further, all available products will be <br />recycled as a part of the recycling facility. <br />Notwithstandingany of the above data, it is doubtful that any leachate will be produced. <br />(]0) The chemical compatibility of the barrier layer to estimated leachate chemical <br />characteristics <br />The barrier layer will utilize 3 feet of on site clay. Clay is used as the primary liner type <br />for numerous municipal landfills in Colorado and the chemical chazacteristics of the <br />leachate have not been shown to have any degrading effects on the clay liners. <br />(11) The distance groundwater beneath the site would flow during the facility's <br />operating life and post-closure care period. Distance to domestic wells or <br />• springs shown to tap the uppermost aquifer down-gradient of the site shall be <br />presented. <br />The uppermost saturated zone (B Sand) exists at a depth of between 60 and 100 feet <br />below the proposed base of waste placement and has a hydraulic conductivity of <br />approximately 0.1 ft/day {4x10.5 centimeters per second). Based on the estimates of <br />hydraulic gradient (0.03) and effective porosity (0, 18) presented in Section 3.2.2(D) of <br />this report, the estimated flow rate in the B Sand is about 6 feet per yeaz. This would be <br />a conservative estimate for leachate migration because it does not account for any <br />chemical retazdation that might occur in the natural subsurface materials. Assuming an <br />operating life of 26 yeazs and apost-closure caze period of 30 years for the facility, the <br />groundwater travel distance would be 156 and 180 feet, respectively (336 feet total in <br />56 years). There are no known springs near or downgradien[ from the site and the <br />neazest domestic groundwater well completed in the Dawson formation is more than <br /> <br />Voo/1191RI915cdcliaPnmi11000 doc Sedalia Recycling Center and Depository <br />
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