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Coulson Excavation Company Inc. -Stroh Gravel Pit Exhibit E -Reclamation Plan During Phase I there will be no more than 154, 468 ydj stockpiled at any given time Pond Liner Design and Specification The purpose of this section of the reclamation plan is to provide design detail and specifications for a pond liner. The goal is to design a post mining compacted clay liner with a thickness of 2 ft that will ~revent groundwater leakage into the pit/pond at a rate of greater than or equal to 0.03 ft3/day/R .The ponds are expected to be approximately 25 ft deep. The borrow source for the compacted clay liner material is a weathered zone of Pierre shale that occurs within a strata of about 20-26 ft below ground surface at the Stroh pit location. The Pierre shale in this area is flat lying and laterally continuous texturally and mineralogical (Porter, 1976). The weathered zone is fiiable, silty clay. The clay minerals aze primarily illites and small amounts of smectites (Gill et al, 1996). Borrow Material Sampling/Laboratory Analvsis A 5-gallon sample of weathered Pierre shale was collected from a gravel operation approximately 1/3 mile to the east. The sample was collected from the upper 3 to 4 feet of the weathered horizon. Personal communication with local excavators and drillers indicate that the weathered Pierre shale in the azea is very consistent laterally throughout the eastern Loveland area. This is most likely due to the flat lying nature of the shale unit in this region. The material appeazed very consistent with respect to color and texture within the excavation. If the borrow material shows any variability with respect to color or texture or if the borrow material includes any material other than weathered Pierre shale, then the full suite of geotechnical tests will be performed. Field data recorded during sample collection included: Color - Dazk gray Texture -Very fine grained clay and silt with larger clumps that aze friable with moderate pressure between fingertips Plasticity -Low Moisture -Moist The field sample was delivered to Aguirre Geotechnical Engineers of Englewood, Colorado. The following geotechnical tests were performed on the material: Gradation Analysis - 1 1/2" through #200 sieve Atterberg Limits -ASTM D-4318 Standazd Proctor-ASTM D-698 Modified Proctor -ASTM D-1557 Data Analysis/Borrow Material Suitability The results of the geotechnical lab tests aze: Gradation Analysis -passing 200 sieve =95.9% Atterberg Limits -Plastic Limit = 15, Plasticity Index = 24, Liquid Limit = 39 Standard Proctor -Optimum moisture content 16.2%, Laboratory Maximum Dry Density