Laserfiche WebLink
Stockton Propeller Sampling and Analysis Plan <br /> Working with a driller with current California C-57 license, a California professional geologist or <br /> someone under their direct supervision will supervise advancement of up to nine (9) borings and log <br /> subsurface material according to the United Soil Classification System (USCS) at five (5) foot intervals. <br /> Borings will be placed as shown in Figure S. <br /> For the five soil borings adjacent to the septic tank, soil samples will be collected starting at the bottom <br /> depth of the septic tank at 5-foot intervals until 15 feet below the bottom of the septic tank. Sampling <br /> may be adjusted based on soil type and field observations. <br /> For the four soil borings in the vicinity of the leach field, soil samples will be collected starting at the <br /> depth of the leach field lines at a minimum of 5-foot intervals down to the same depth as the soil <br /> borings adjacent to the septic tank. Sampling may be adjusted based on soil type and field observations. <br /> During the advancement of the borings, soil samples for lithologic evaluation and chemical analyses will <br /> be collected at 5-foot intervals using a California modified split spoon sampler equipped with three 6- <br /> inch sample sleeves.The ends of the bottom-most intact sleeve from each sample interval will be lined <br /> with Teflon sheets and capped. No less than five (5) soil samples from each boring will be submitted for <br /> chemical analysis. <br /> Downhole equipment will be decontaminated between sample locations by either pressure washing or <br /> steam cleaning.As necessary, hand washing will be done with a non-phosphate cleaning solution. <br /> Cleaned equipment will be triple rinsed with clean water prior to reuse. Site personnel will be made <br /> aware of the potential presence of human waste in soil and groundwater and will wear appropriate PPE. <br /> Investigation-derived waste (IDW) such as drill cuttings, decontamination water, etc. will be placed in <br /> DOT-approved 55-gallon drums and placed on-site pending soil characterization and will then be <br /> disposed of properly. <br /> In addition to the sample collection criteria described above, a photoionization detector(PID) or similar <br /> device will be used in the field and will combined with visual observations to aid in selecting samples for <br /> laboratory analysis. Samples from each boring will be placed in appropriate containers and transported <br /> to an ELAP-certified analytical laboratory under COC procedures in iced coolers and analyzed for the <br /> analytes described below.The first 3 soil samples collected from each boring will be analyzed and if <br /> analytes are detected, deeper samples will be analyzed. Conversely, if analysis of 3 contiguous samples <br /> reports non-detect,then deeper samples may not be analyzed. <br /> Samples will be analyzed for the following: <br /> 1. Metals/TCLP Scan- USEPA Method 1311/6010C <br /> 2. Chromium VI- USEPA Method 7196A <br /> 3. pH- USEPA Method 9040C/9045D <br /> 4. Volatile Organic Compounds (VOC)- USEPA Method 8260D <br /> 5. Semi-Volatile Organic Compounds (SVOC)- USEPA Method 8270E <br /> 6.Total Petroleum Hydrocarbons- USEPA Method 8015C and/or 8260D <br /> 7. Cyanide- USEPA Method 9010 or 9014 <br /> The GPS coordinates of each boring and monitoring well location will be recorded and will be reported <br /> along with analytical laboratory results in electronic deliverable format (EDF)to GeoTracker. <br /> Blankinship&Associates, Inc. Page 14 of 20 September 23, 2022 <br /> NES, Inc. <br />