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2012-12-10_REVISION - M2004009 (9)
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2012-12-10_REVISION - M2004009 (9)
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Last modified
6/15/2021 3:13:09 PM
Creation date
12/11/2012 7:48:32 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2004009
IBM Index Class Name
REVISION
Doc Date
12/10/2012
Doc Name
Responses to Second Adequacy Review
From
Asphalt Specialties Co.
To
DRMS
Type & Sequence
AM2
Email Name
ECS
Media Type
D
Archive
No
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Site <br />Date <br />Elevation <br />Cell 2 A July Pond <br />July 2012 <br />4938.32 <br />TH -39 <br />Oct 1999 <br />4937.5 <br />Schell 108a <br />Oct 2011 <br />4938.51 <br />TH -44 <br />Oct 1999 <br />4942.0 <br />The observation well at 108A occurs at approximately the same up- gradient <br />distance from the Schell house and therefore will serve as a good well to observe <br />the influence of the clay backfill material on groundwater levels. It is estimated <br />that the elevation of the lower footing at the Schell house is at 4944.0 ft. The <br />threshold not to exceed groundwater elevation value at well 108A is therefore set <br />at 4944.0 ft. The value of 4944.0 ft is 3.6 ft above the predicted seasonal high <br />water table elevation at 108A. At a minimum, water levels at MW -1 and 108A <br />shall be observed and recorded monthly for one year following the backfilling of <br />Cell 1. A more detailed water level measurement schedule will be prepared and <br />submitted to the DRMS before any more significant backfilling of Cell 2 occurs. <br />If water levels are observed to exceed 4944.0 ft at 108A, then ASCI shall be <br />required to design and build an engineered groundwater level mitigation system <br />that will alleviate high groundwater levels on the Schell property to levels below <br />4944.0 ft at observation well 108A. Alternatively, ASCI will reserve the right to <br />cause groundwater levels higher than 4944.0 ft on the condition that a signed <br />notarized agreement between ASCI and Schell or Schell's successors that would <br />allow them to do so. <br />Table 1. Observed Groundwater Elevations <br />In order to estimate the seasonal high groundwater elevation in the vicinity of the <br />Timmreck house, the October 1999 observed water level at TH -44 is adjusted by <br />1.44 ft from 4942.0 ft to 4943.44. This adjustment is based on the predicted July <br />elevation for TH -39 based on the discussion above. The distance from TH -44 to <br />the Timmreck house is 493.52 ft. Multiplying that distance by a gradient of 0.0031 <br />ft/ft (USGS OFR 02 -338) and adding to the adjusted TH -44 elevation yields a <br />water level of 4944.96 ft. The finished floor elevation of the Timmreck house <br />appears to be 4956.2 ft, which would put the bottom of the footing at <br />approximately 4954.0 ft. <br />The proposed observation well OW -1 occurs 146 ft down - gradient from the <br />Timmreck house. Multiplying that distance by a gradient of 0.0031 ft/ft (USGS <br />OFR 02 -338) and subtracting from 4954.0 ft elevation yields a water level of <br />4953.54 ft. The threshold not to exceed groundwater elevation value at well OW- <br />1 is therefore set at 4953.5 ft. This is approximately 8.5 ft above the predicted <br />seasonal high groundwater elevation described above. At a minimum, water <br />levels at OW -1 shall be observed and recorded monthly for one year following <br />the backfilling of Cell 1. A more detailed water level measurement schedule will <br />be prepared and submitted to the DRMS before any more significant backfilling <br />Page 5 of 6 <br />
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