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CPT-#1&#2 were installed 10/21/05 in order to furdier delineate the 1,2-DCA plume to the North and to the East. Monitoring well MW#1D was installed to 85'with a 5'screen on 11/29/05. MW#1 S was installed to 55' with a 15' screen and MW#1 was over drilled to 7l' and destroyed 11130/05. MW46D was installed to 80' with a 5' screen on 12/1105 and M #6S was installed to 50' with a 15' screen on 12/2/05. CPT#5 was sampled 8/17106, and CPT'#3 and#4 were sampled 8/18/06. WORK PLAN FOR MW-7 &D AND MW-8S&D PURPOSE The purpose of MW-7 shallow and deep, and MW-81 shallow and deep is to monitor ground water conditions South East of the site. CHARACTERIZATION OF SITE . The site was affected by a leaking underground leaded gasoline storage tank, and a leaking underground Stoddard Solvent storage tank. The lithology below ground surface is characterized by two layers of sand. The first sand layer starts at about 45'+/-below ground surface and is about 10'thick. The second sand layer starts at about 70'+.(-below ground surface and is about 15'thick. The direction of ground water flow is Easterly. The depth to the ground water is currently about 40'. The contamination plume seems to be characterized by two modes of migration,BTEX and TPHg compounds have not migrated across California St eet and have stayed in the upper sand layer. 1,2-DCA is a lead scavenger in leaded gasoline. It has impacted both the shallow and the deep sand layers. It has also moved across California Street and the most Easterly monitoring wells,MW-5S, and MW-513 have the highest concentrations. Frorr CPT#3,#4,and 95,the 1,2-DCA migration is limited vertically to depths of 75-85' and horizonta ly to 100'North and 100' East of MW-5. SCOPE OF WORK The scope of work involved is to place shallow and deep monitoring wells in separate bore holes along the East and West shoulder of North Califo is Street on the North side of East Pine Street. 2" PVC casings and screens will be placed in 8" diameter bore holes. The shallow and deep wells will be 5' apart. Shallow wells will be drilled to a t p of 55' with a 20' screen. Deep wells will be drilled to a tip of 85' with a 5' screen. These dep hs correspond to the two sand layers in other borings. Depths may be adjusted in the field with the goal of finding the bottom of each sand layer, if possible. The deep well will be drilled first in order to obtain lithology. Soil samples will be taken at 5' intervals in order to confirm the lithology. TARGET DEPTHS AND TESTING The target depths of 55' and 85' were selected based on the lithology from the other borings and CPT logs. One of the purposes of CPT #3, #4, and 95 was to collect water samples below the 2