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09/14/1995 04:52 9093579307 TJNTO PAGE 08 <br /> ' • SOP NO. 10.2 <br /> REVISION NO. 0 <br /> DATE: COMM <br /> ' PAGE 7 OF 11 <br /> ' 4.4.3 Retrieve the sampler and remove the liners containing the soil. Cover the ends of each <br /> U= to be submitted for chemical analysis with Teflon' film and then cap with plastic end <br /> caps <br /> 4.4.4 Each liner to be submitted for analysis will be appropriately labeled. The label will be <br /> ' filled out using waterproof ink and will contain, at a minimum, the following information: <br /> • Project number <br /> • Sample point (or baring) number <br /> • Bottom depth of liner <br /> ' • Date and time of sample collection <br /> • Parameters for analysis <br /> • Sampler's initials. <br /> ' 4.4.5 As soon as possible after sample callectiM Place the sa nPle in an appropriately aired. <br /> airtight, seam-seating polyethylene bag (e.g., 22plock). Seal the bag, removing any excess air. <br /> ' and tape the bag with custody We so that any attempt to remove the sample win cause the <br /> ' tape to be brdmn. <br /> 4.4.6 Document the sampling event to the Sample Collection Log (Attachment 6.1) or an <br /> ' equivalent form as specified in the project work plans. <br /> ' 4.4.7 Handle the sample according to the procedures outlined in SOP 2.1. For samples <br /> submitted to a laboratory for analysis, an Analysis Request and Chain-of-Custody Record <br /> (Attachment 6.3) shall be completed and maintained per SOP 1.1 and the project work plaits. <br /> ' 4.4.8 Abandon the hole following the procedure outlined in the project wort plana. <br /> ' 4.5 HydrUPnD00 areundVMW 9ampht <br /> The Hydropnoch® sample locations. if carducnd in conjunction with CPT data collection, <br /> will be located a few feet in the estimated upgradient direction from the previous CPT <br /> location. Hydropunch* sampling will be conducted in accordance with the project want <br /> plans. The standard procedure for Hydropunch® sampling is described below. <br /> ' MI/o3-164Na0VTl3OPISOP10.2 <br />