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• 31 August 2000 AGE-NC Project No 00-0725 Page 7 of 9 43 MONITORING WELL INSTALLATION PROCEDURES Proposed monitoring well borings will be completed using hollow-stem auger drilling techniques Relatively undisturbed soil samples will be collected at five-foot intervals in each of the borings using a California modified split-spoon sampler fitted with 2-inch diameter,6-inch long brass sleeves Soil sample handling will be consistent with the procedures presented an Section 4 2 Following completion of drilling the boring, a 2-inch diameter Schedule 40 PVC 0 010-inch slotted well screen and casing will be installed A 15-foot section of well screen will be installed an each well, extending approximately 10 feet below and five feet above the top of the ground water table The well casing,filter pack and sealing materials will be placed into the borehole through the anterior of the hollow-stem augers After installing the well casing, filter pack material consisting of pre- washed#2112 Lonestar sand will be added from the bottom of the borehole to approximately two feet above the screened interval Following placement of the filter pack,the well will be surged to assist an settling the filter pack Additional sand will be added of settling occurs An approximately two foot thick bentonite seal will be placed above the filter pack to minimize the • potential of grout penetration into the screened section of the well The bentonite seal will be formed by pouring bentonite chips into the annular space between the auger and the well casing and allowing them to settle on the falter pack Bentonite chaps will be hydrated using five gallons of water The bentonite chips will be allowed to hydrate for a minimum of one-half hour prior to grouting The remaining annular space above the bentonite seal will be filled to within one foot of the ground surface with a cement grout The grout mixture will consist of type I11I portland neat cement and not more than 6 gallons of water per 94-pound sack of cement The grout wall be placed by pumping through tremmae pipe The PHS-EHD will be notified for grout inspection at least 48-hours prior to conducting grouting procedures Following completion of the monitoring wells, well elevations and locations will be surveyed by a California-licensed surveyor 44 WELL DEVELOPMENT Development will consist of a combination of bailing to remove the mayor portion of fine-grained sediment from inside the well, surging to flush out or draw an sediment from the falter pack, and additional bailing to finish the removal of sediment Development activities will be continued until field parameter (pH, electrical conductivity, and temperature) readings have stabilized Advanced GeoEnviron mental,Inc