Laserfiche WebLink
Mr. Mike Galloway <br />June 17, 1991 <br />Page 3 <br />In order to accommodate equipment traffic for placement and removal of the <br />refuse, the low-permeability layer should be covered with a layer of gravel. <br />A two-foot thick layer is shown in Figure 1. Refuse could be used for this <br />gravel layer, if it is relatively clean and durable. <br />The facility layout shows a perimeter berm, using the same low-permeability <br />materials as the base. This will isolate waters collected inside the facility <br />from areas outside of the facility. <br />The facility design described above has been prepared to a level of detail for <br />Permit Stipulation No. 20. Additional detail for construction of the facility <br />may be added based on actual grades of the terraced site area and the <br />availability low-permeability soils and gravel. <br />If you have questions concerning the information in this letter, please call me. <br />Yours sincerely, <br />WATER, WASTE 8 LAND, INC. <br />• ~ ,~UW~~'L/I~U.w~ <br />_ Clint Strachan, P.E. <br />Manager, Geotechnical/Mining Division <br />Attachment <br /> <br />\~; PEG s~.,cy ; <br />U ~~ <br />•1 302 W <br />N~ <br />~y~e 17a~~b°: <br />q~~~~F Or'CO~-~~~~~~ <br />~~.~ <br />