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Project No 014-95262 <br /> Page No 10 <br /> apparently laterally continuous sandy zone from approximately 30 to 35 feet bgs, no CPT soundings were <br /> conducted at the locations proposed for samples KHP-7, KHP-8, and KHP-9 located in the southern portion <br /> of the protect site The sandier zone at this depth was apparently present at these locations also This <br /> conclusion is based on a sunilar ease of groundwater sample collection at these sites as compared with sites <br /> at which CPT soundings clearly delineated the sandier unit <br /> 7.4 Hydropunch (or Equivalent) Water. Samnluie <br /> 7.4.1 Samphng Methods <br /> J Based upon the soil profile information provided by the CPT soundings, depth discrete water <br /> samples were collected from favorable (sandier) soil units An initial attempt at location HP-6 to collect <br /> a a water sample from a depth of 24 feet bgs. using the Hydropunch II sampling tool resulted in no water <br /> entering the sample chamber After review of CPT logs, another attempt was made by pushing the <br /> Hydropunch to a depth of 33 5 feet bgs Recovery of groundwater into the sample chamber after bailing <br /> was very slow resulting in a minimal sample volume being collected <br /> i It was anticipated that the very fine nature of the soil was causing blockage of the Hydropunch <br /> screen Therefore as an alternative method, a sacrificial tip was placed on standard drill rod and pushed <br /> Soto the target depth The rod was pulled back releasing the tip and forming a cavity into which groundwater <br /> could collect A bailer was then lowered down the hollow rods to collect water samples as with the <br /> standard Hydropunch 11 method This alternate method was used at all subsequent groundwater sampling <br /> locations Recovery of groundwater increased but this alternate sampling method also resulted in <br /> substantial amounts of sediment being collected with groundwater in the sample bottles <br /> 7.4.2 Groundwater Chennstry <br /> Analytical data from groundwater samples collected using direct push methods are presented in <br /> Table 3 This data is also presented on Figure 5, which shows concentrations of detected constituents at <br /> each of the sample locations <br /> Samples were collected from depths ranging from 33 5 to 41 feet bgs and averaged 37 5 feet bgs <br /> Samples were analyzed for one or more of the following constituents, depending on the area investigated, <br /> electroconductiviry (EC), chloride (Cl), nitrate (NO3) ammonia (NH3), phosphate (PO4), sulfate (SO4), pH, <br /> TPH-D, total recoverable petroleum hydrocarbons (TRPH), and volatile organic compounds (VOCs) One <br /> sample (KHA-9) was also analyzed for semi-volatile compounds Please refer to Table 3 for the specific <br /> analytical methods used <br /> Sample KHP-2, assumed to represent background conditions, exhibited moderate EC and chloride, <br /> low nitrate and phosphate, non detected ammonia, moderate sulfate and an alkaline pH TPH-D was <br /> KRAZAN&ASSOCIATES, INC <br /> Offices Serving the Western United States <br /> vszss vsx <br />