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CAMBRIA STANDARD FIELD PROCEDURES FOR MONITORING WELL INSTALLATIONS This document describes Cambria Environmental Technology's standard field methods for drilling,Installing, developing and sampling groundwater monitoring wells These procedures are designed to comply with Federal,State and local regulatory guidelines Specific field procedures are summarized below Well Construction and Surveying Groundwater monitoring wells are installed in soil borings to monitor groundwater quality and determine the groundwater elevation,flow direction and gradient Well depths and screen lengths are based on groundwater depth, occurrence of hydrocarbons or other compounds in the borehole, stratigraphy and State and local regulatory guidelines Well screens typically extend 10 to 15 feet below and 5 feet above the static water level at the time of drilling However,the well screen will generally not extend into or through a clay layer that is at least three feet thick Well casing and screen are flush-threaded,Schedule 40 PVC Screen slot size varies according to the sediments screened,but slots are generally 0 010 or 0 020 inches wide A rinsed and graded sand occupies the annular space between the boring and the well screen to about one to two ft above the well screen A two feet thick hydrated bentonite seal separates the sand from the overlying sanitary surface seal composed of Portland type I,II cement Well-heads are secured by locking well-caps inside traffic-rated vaults finished flush with the ground surface A stovepipe may be installed between the well-head and the vault cap for additional security The well top-of- casing elevation is surveyed with respect to mean sea level and the well is surveyed for horizontal location with respect to an onsite or nearby offsite landmark Well Development Wells are generally developed using a combination of groundwater surging and extraction Surging agitates the groundwater and dislodges fine sediments from the sand pack After about ten minutes of surging,groundwater is extracted from the well using bailing,pumping and/or reverse air-lifting through an eductor pipe to remove the sediments from the well Surging and extraction continue until at least ten well-casing volumes of groundwater are extracted and the sediment volume in the groundwater is negligible This process usually occurs prior to installing the sanitary surface seal to ensure sand pack stabilization If development occurs after surface seal installation, then development occurs 24 to 72 hours after seal installation to ensure that the Portland cement has set up correctly All equipment is steam-cleaned prior to use and air used for air-lifting Is filtered to prevent oil entrained in the compressed air from entering the well Wells that are developed using air-lift evacuation are not sampled until at least 24 hours after they are developed Groundwater Sampling Depending on local regulatory guidelines,three to four well-casing volumes of groundwater are purged prior to sampling Purging continues until groundwater pH, conductivity, and temperature have stabilized Groundwater samples are collected using bailers or pumps and are decanted into the appropriate containers supplied by the analytic laboratory Samples are labeled,placed in protective foam sleeves,stored on crushed ice at or below 4°C,and transported under chain-of-custody to the laboratory Laboratory-supplied trip blanks accompany the samples and are analyzed to check for cross-contamination An equipment blank may be • analyzed if non-dedicated sampling equipment is used F\PROCEDURES\TEMPLATE\VECTOR WORKS TEMP1_ATES\SOPSIGWMONW£4[S CORRECTED FONT VERSION Doc Page 1 of 1