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3. All plumbing penetrations into the containment will incorporate the use of 90 degrees baffles to prevent water transmission along the outside of the pipe. LS-1 1 Mixing: Each six-inch layer of compacted thickness shall be I mechanically mixed while incorporating the required amounts of water, soil stabilizer and seepage inhibitor. The desired goal is a ONwell mixed, uniform soil, water and emulsion mixture. The water and emulsion shall be applied by volumetrically controlled methods that will supply the correct quantity to produce a completed soil mixture. The quantities of soil stabilizer and seepage inhibitor to be used are to be recommended by the material manufacturer. The mixing should be accomplished by discing with an offset type disc sufficiently weighted to produce full mixing to a depth of six inches, or other mixing approved methods. Multiple passes in a criss-cross pattern will be required to incorporate the water, emulsions and soil into a uniform mixture. LS- 12 Spreading: Each successive membrane layer shall be spread on the subgrade of previous layer to the required thickness. Immediately prior to spreading the treated material, the subgrade or previous layer shall be moistened and kept moist but not excessively wet. Equipment for spreading the membrane shall be operated in such a manner as to produce a smooth uniform surface. LS- 13 Compaction: Each six-inch layer shall be compacted to at least 97F at plus or minus 29 of optimum moisture as determined by ASTM Method D-698A. The surface shall then be smoothed, and final compaction reached with a rubber tire or smooth steel wheeled vibratory roller. Final grade to be plus or minus one- tenth of a foot. Hand compaction will be necessary around all structures (i.e., pipes, pads, etc). 1. The membrane shall be kept moist with seepage inhibitor solution until membrane is flooded or covered with a protective layer of soil. 2. Membrane shall be kept moist until containment is filled LS- 3