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total well depth, depth to water, and water quality parameters including temperature, pH, specific conductance, DO, and ORP will be measured prior to starting development and periodically thereafter. Development will continue until a minimum of five casing volumes of water are removed and the water quality parameters stabilize. 5.2.5 Well Survey The location, ground surface elevation, and elevation of well MW-9 will be measured by a California-licensed Professional Land Surveyor in accordance with the requirements for the State Water Resources Control Board Geotracker database. 5.3 Notice of Intent A Notice of Intent (NOI) for the groundwater injections will be submitted in accordance with RWQCB General WDR Order No. R5-2015-0012. The NOI form and required attachments will be provided to the RWQCB under a separate cover. The injections will be performed after receiving approval for the NOI from the RWQCB. 5.3.1 Injection Boring Permits Boring permits will be obtained from the San Joaquin County Environmental Health Department (EHD). Rubik will notify the EHD and RWQCB at least 3 days prior to the field work. 5.3.2 Health and Safety Plan A Site-specific Health and Safety Plan (HASP)will be reviewed and signed by all field personnel, including subcontractors, prior to work initiation. The HASP will identify potential health and safety hazards for each phase of Site work and will include requirements and procedures for protection. The plan will remain on-Site during all field work, and daily safety meetings and observations will be conducted. 5.3.3 Utility Clearance Underground Service Alert (USA) will be notified in advance of subsurface activities to identify underground utilities. A private utility locator will perform a geophysical survey in the vicinity of each drilling location to identify potential utilities or other subsurface obstructions. 5.4 Injection Procedures The temporary injection points upgradient of wells MW-3 and possibly MW-9 will be constructed using a truck-mounted direct-push drilling rig. At each point, the drilling rods will be advanced to a total depth of 70 feet bgs and the injections will be completed in three 5-foot intervals between 55 and to 70 feet bgs, unless field conditions dictate otherwise. At each interval, the rods will be retracted to expose a 5-foot screen and the solution will be injected under pressure into the subsurface through the drilling rods and screen. After the injections are completed, the borings will be tremie grouted with neat cement through the drilling rods to the ground surface. The solution will be injected into each boring at flow rates up to 20 gallons per minute (gpm). Pressure up to 50 psi will be applied to ensure maximum distribution of the substrate to the subsurface without creating preferential flow pathways or flow up the drilling rod. Nutrien Vernalis, California 4 p Pilot Test Work Plan