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directly to the adjacent channel. <br />Proposed dewatering BMPs must <br />conform to the Washinton State <br />Ecology design standards and shall be <br />submitted to the engineer for approval <br />prior to dewatering activities. <br />1.16 <br />Pre -Bid Agenda, <br />-- <br />The Pre -Bid agenda, presentation, and <br />Presentation, and Sign- <br />sign -in sheet are added to Addendum <br />In Sheet. <br />No. 1. <br />1.17 <br />Earthwork Notes <br />Sheet G5 <br />Sheet G5 - Earthwork Notes #1, add the <br />following statement: <br />Estimated removal depth is based on <br />available geotechnical data and may <br />change depending on field conditions. <br />Contractor shall install geotextile fabric <br />at the bottom of all unsuitable soil <br />excavations. Contractor shall excavate <br />material at a maximum slope of <br />1.5H:1.OV for all unsuitable soil <br />excavations. <br />1.18 <br />Geomembrane Liner — <br />022100 <br />Add new technical specification section <br />Leak Location Survey <br />02 2100 to the project documents <br />requiring leak location survey for both <br />the primary and secondary <br />geomembrane liners at the compost <br />leachate pond. <br />1.19 <br />Revised Sheet C3 <br />Sheet C3 <br />Revised Sheet C3 showing the 4-inch <br />and 7-inch asphalt paved surfaces is <br />added to Addendum No. 1. <br />END OF ADDENDUM NO. 1 <br />Page 4 of 5 <br />