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{^r. t <br /> Z^:�3h <br /> S'� � - - t k xfi�+�i.� <br /> i <br /> �S !rEu""�"`w`� ;1��f"��n ��'1 r r v J.S.a.'"V'£�Y.��'n Y n �:,.!- tix 1 � ✓,�r,f yk 1,'i� '1y... :..+µ � �r n IAF f �'f�,��,'>+F �p- + � <br /> Si <br /> ffi <br /> S, <br /> x, <br /> n <br /> Table 3 <br /> GROUNDWATER BMIPLIE ANAI,XSEB 08-2G-9x9 <br /> (Results n Parts Per billion) <br /> sample TPP- Ethyl-- <br /> i Location Gasoline Benzene Toluene Benzene vlenes <br /> MW-1 1,900 400 25 ND 200 <br /> �i MW-2 600 185 10 0.3 12 <br /> �., MW--3 500 50 7.8 ND 85 <br /> Trip Blank ND ND ND ND ND <br /> f ' ND = None Detected For Specific Constituent Tested <br /> L h9 <br /> + 4.3 WATER LEVELS, FLOG{ DIRECTION, AND GRADIENT <br /> During the drilling of monitoring wells 1, 2, and 3, the <br /> first instances of saturated soil were observed at depths <br /> ranging from 85 feet to 87 feet. <br /> � '�•W- Immediately prion to initiating groundwater sampling <br /> procedures, depth-to--water readings were taken, and these <br /> depths are listed below in ''able 4. However, those depth-to- <br /> water measurements were not made to a certified reference <br /> point (the wells had not been surveyed at that time) , <br /> therefore a new set of depth--to-water readings were obtained <br /> as the wells were surveyed. The new set of measurements was <br /> used for the flow direction and gradient calculations (See <br /> Table 4, below) . <br /> ETS ENVIRONMENTAL & A <br /> PROJECT 305, PAGGEE 1 10 <br />