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d A discrete soil sample will be taken between 132 Feet and 135 feet. This sample will be taken to confirm the CPT findings and further evaluate any presence of contaminates at this level . The drilling tasks will be performed with a hollow stem auger by Spectrum Drilling of Stockton , Ca . . The wells will be drilled with a 8- inch hollow stem auger and PVC cased to a completed depth of 180 feet below the surface (bgs) . Soil samples will be taken every 5 feet with a split spoon — driven core sample unit during the drilling operations and analyzed with an OVA meter. Predetermined soil and water samples will be collected from 40, 70, 85, 120, 132 , 156, 165, 170 , 175 and 180 feet. Each sample collected will be sealed on-site, placed in a ice chest with ice and preserved for transportation to Argon Laboratories in Ceres, Ca . for analytical testing as outlined in the Laboratory testing of this work plan . In the process of the field screening , any other soil samples not listed in the predefined sample points , test positive during the OVA screening in the field they also will be submitted for the same analyses. The monitoring well(s) will be built by placing a section of 0 . 020 slotted PVC casing into the bottom 10 feet of the boring. Then 10 foot threaded sections of Schedule 40 PVC blank well casing will be threaded together from 170 feet to the surface. Number 3 sand pack will be placed opposite the slotted casing and 5 feet above it and slowly surged and consolidated prior to placing the transition seal until the sand pack has stabilized at 5 feet above the top of well screen . A transitional seal will be placed from 160 to 165 feet which will consist of hydrated bentonite chips. From 160 feet to the surface the casing annulus will be filled with hydrated cement. To finish the installation , a traffic rated monitoring well box will be cemented into placed at surface level and the new monitoring well will be capped with a locking cap and lock. SOIL DISPOSAL All soil cuttings and construction materials will be stored on site either in 55- gallon steel drums or on 6= mil poly plastic. Dependent upon soil analysis the final determination for waste disposal will be determined . All waste will be disposed of in a licensed facility that is permitted for the waste stream . WELL DEVELOPMENT No sooner than 48 hours later, each monitoring well will be surged and developed to remove any well construction material(s) and to establish a path of recharge for the future monitoring events to take place on these wells. A minimum of 10 casing volumes will be purge or until the discharge water is flowing relatively clear. All purge water will be stored in a poly 60- gallon drum and stored on sight for future disposal . These two wells will be surveyed after they are developed .