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, y Pra ect No. : 8820101A <br /> Date: 8-26-88 <br /> ' Y WELL DESIGN <br /> DEPTH W cc UJ PEKE <br /> IN z = ' RES IS DESCRIPTION 03 SAN[ <br /> FEET v¢i usi / FT 4"ID-0 02 SLOT <br /> 28 28 Feet Below Existing Ground Surface <br /> I l i i r <br /> — 29 - <br /> - <br /> 9 l i l r l <br /> I l l i l <br /> 30 3-30 i i i 20 Headspace=90 4 ppm 30 - <br /> 31 rI <br /> ' Ilr <br /> 32 + 1 Brown silty sand/sandy silt (ML), dense, damp - - <br /> 33 ; ; ; ; slight odor but not necessarily HC <br /> 34 lull <br /> 1 1 1 1 1 <br /> 35 3-35 r t 1 i 16 Headspace= 104ppm 35 - <br /> ' 36 Same as above except slight HC odor— 37 - <br /> - <br /> 7 I ! I 1 1 <br /> Ilil ! <br />' Irllr _ <br /> 36 <br /> rlrri <br /> 39 <br /> I I I I I <br /> 40 Iliii 40 - <br /> 41 3-40 iii 20 Headspace=9 6ppm - <br /> 1 I i <br /> 42 i r l l r _ <br /> 4 3 i i i i i (cuttings became MolSt-posse 151 y first water) - Q <br /> 1 1 1 1 1 <br /> 44 <br /> 45 45 - <br /> 3-45 26 Headsp8ce=36 4ppm ! <br />' 4s — i <br /> 47 Brown silt (ML), dense, moist - no HC odor <br /> i 48 - <br /> 49 - <br />' 50 3-50 26 Head3pace=9ppm 50 <br /> 51 <br />' 52 Bottom of bort ng at 51 5 ft <br /> 53 <br />' S4 - <br /> 55 55 - <br /> Figure 3- B- Test Boring Log No. B-3 <br /> Monitoring Well No. MW-3 Woodward-Clyde Consultan <br />