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2015-08-17_REVISION - M1974069
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2015-08-17_REVISION - M1974069
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Entry Properties
Last modified
6/15/2021 5:40:50 PM
Creation date
8/20/2015 3:35:06 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1974069
IBM Index Class Name
Revision
Doc Date
8/17/2015
Doc Name
Application AM03
From
Loveland Ready Mix Concrete, Inc
To
DRMS
Type & Sequence
AM3
Email Name
ECS
WHE
Media Type
D
Archive
No
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Loveland Ready Mix <br />Project No. LOVREA-2F6B-57-330 <br />May 8, 2015 <br />Page 2 of 2 <br />Standard Proctor in accordance with ASTM Specification D-698. The moisture content of the <br />overburden should be adjusted to within the range of +/- 2% of Standard Proctor optimum <br />moisture at the time of compaction. <br />Permeability tests were previously complete on similar soils on remolded samples using the <br />falling head method. Results of those permeability tests are attached. State of Colorado <br />regulations require that seepage rate of groundwater into the pond be limited to 0.03 cubic feet <br />per day per square foot of wall when the pond is empty. Based on results of the laboratory <br />permeability tests and proposed configuration of the pond lining, we believe the seepage rate will <br />be significantly less that allowed by the state requirements. We recommend the liner be re- <br />evaluated prior to the installation since the regulations and requirements may change by the time <br />the liner is actually proposed for installation. If you have any questions, please feel free to contact <br />our office. <br />Sincerely, <br />LANDMA7K ENGINEERING, LTD. <br />RodneY/Harr, P.E. <br />Director of Engineering <br />attachement <br />1lf''101111 t ;
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