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N it 30 January 2014 AGE Project No . 99-0682 Page 25 of 28 • Inorganic ions bromate , bromide, chloride , nitrate, nitrate as nitrogen , nitrate as NO3-, and sulfate by EPA method E300 . 1 ; • Aluminum , antimony, arsenic, barium , beryllium , cadmium , chromium III , calcium , cobalt, copper, iron , lead , magnesium , manganese, mercury, molybdenum , nickel , potassium , selenium , silver, sodium , thallium , acetone , tungsten, vanadium by EPA method 200 . 7/8 ; and • Hexachrome by IC by EPA method E218 . 6 . _ 110\ Additionally, a draft notice of intent (NO [ ) and monitoring and reporting program (MRP) will \v be prepared and submitted to the CVRWQCB , if necessary. PROGRESS REPORT PREPARATION Following performance of the final week of injection and receipt of laboratory data , a report will be prepared presenting the findings of the initial injections. The report will include a description and results of the work performed . Conclusions , applicable recommendations and maps will be included in the report. The report will determine and distinguish the need for additional injections or monitoring and will include recommendations applicable to the next proposed scope of work. The report will be in a format acceptable to the CVRWQCB , and will be reviewed and signed by a California Professional Geologist, FIELD PROCEDURES All field procedures will be overseen by an AGE representative under the supervision of a California Professional Geologist. Procedures for the well installation and completion , soil sample collection and analysis , well development and well sampling , and ISCO injections are described below. BORING ADVANCEMENT AND SOIL SAMPLING Utilizing a truck-mounted , hollow-stem drill rig equipped with 8. 25-inch diameter hollow- stem augers , four pilot soil borings will be advanced to a depth of approximately 45 feet bsg (shallow) and five pilot borings will be advanced to a depth of 70 feet bsg (intermediate) . Beginning at 5 feet bsg , relatively undisturbed soil samples will be collected from the proposed intermediate boring south of the tank pit (Figure 15) at 5-foot intervals using a Advanced GeoEnvironmental, Inc.