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2015-01-07_REVISION - M1980183
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2015-01-07_REVISION - M1980183
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Last modified
6/15/2021 3:16:28 PM
Creation date
1/7/2015 11:47:10 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980183
IBM Index Class Name
REVISION
Doc Date
1/7/2015
Doc Name
Response to Incompleteness Letter
From
Brannan Sand and Gravel Company, LLC
To
DRMS
Type & Sequence
AM2
Email Name
TOD
Media Type
D
Archive
No
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1 <br />6. After the construction and satisfactory testin of the slu r ry wall <br />s, piezometers will <br />be left in place to monitor any leakage. <br />' 7. In computing all storage volumes for the slu r ry wall constructed Cells, the surface <br />elevation of the water will be computed at the upper edge of the lined storage area which shall be <br />5011 feet for the North Cell, and 5027 feet for the South Cell. If a lined embankment is created, <br />storage volumes will be computed using a free board which shall be at least two (2) feet, or such <br />greater distance as may be specified by the Engineer, or as may be required by the appropriate <br />' jurisdictional authorities. <br />8. A one (1) year warranty on the lining shall be given by the contractor for the <br />benefit of Grantor and Grantee. <br />' 9. The slurry walls will be designed and constructed to allow the subsequent <br />construction of lined embankments on top of the slurry walls for the purpose of increasing the <br />water storage capacity of the Cells. <br />1 <br />1 <br />II <br />L� <br />F� <br />C <br />a:idiamhemam Weed(takedcw rt a property) 6 <br />1 <br />
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