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Table 1 Contaminant Masa Estimate Calculations(TPH-D) <br /> Marcs Property <br /> 2969 Loomis Road <br /> Project No 7702 <br /> matrixareavolume density" conv evg cont load conv cont <br /> zone type depth-it thickness (1t.) 1Ct [be= Ibslkg mglkg mama _ k9 <br /> shallow 504 1 10-30 20 707 14140 921 04536 4,355 - 0 000001 2573 <br /> deep soil 30-65 35 5027 175945 83 04536 1111 )--2000001 <br /> 73786, <br /> 76359 <br /> Ib= 168371 <br /> gal= 27157 <br /> matrix area• volume vol of H2O'" vol H2O cont load' cont.load corrL <br /> zone Was 'depth_-ft thickness ft ft3 ft3 liters L k <br /> #1 water 65-85 20 5 100 44 1218 05 00000005 000 <br /> #2 water 65.85 20 124 2380 1035 28988 15 0 0000015 004 <br /> #3 water 6585 20 418 5980 2558 71618 25 00000025 018 <br /> #4 water 65.85 20 928 10200 4437 124236 35 0 0000035 043 <br /> #5 water 65-85 20 1722 15880 /6908 193418 45 00000045 087 <br /> #6 water 65-85 20 2919 23940 10414 291589 66 00000056 160 d <br /> #7 water 65-85 20 4832 38260 16643 466007 65 0 0000065 303 <br /> #6 water 1 65-85 20 8410 71560 31129 871601 is 00000075 654 <br /> total kg- 13 <br /> lb- 28 <br /> gal= 5 <br /> 's Area calculated by CAD software <br /> = Mw4020',35',50',661-921%,82 8%,87 1%,80 20/6,respectively <br /> avg MW-4 0 36'&50' (82 6+87 1)12=85 <br /> Vol H2O=volume of zone x porosity(43 5%sample MW-4 0 65') <br /> *—average zone concentration <br /> sod date shallow zone 10-30' bang depth TPH-0(mgfkg) deep zone 30-S5' boring depth TPII-D(mgfkg) <br /> f L&1 26 2910 L&1 31 16900 <br /> MW-4 15 4340 L&1 36 25200 <br /> MW-4 20 3210 LS-11 41 22600 <br /> MW-4 25 6960 LSA 46 6330 <br /> average 4355 LB-1 51 16800 <br /> L&1 56 64500 <br /> L&1 61 6220 <br /> MW 136 140 <br /> MW 1 48S 21 <br /> MW 1 585 69 <br /> MW4 30 13400 <br /> MW-4 35 28100 <br /> MWA 40 3090 <br /> I MW4 45 2260MW-4 50 2210 <br /> IV'`t� <br /> MW-4 60 2830 <br /> MW-4 65 1610 <br /> MW 5 35 9 <br /> WW-5 55 2060 <br /> MW 7 45 11 <br /> MW7 <br /> averaget99 <br /> 8rz312o04 <br />