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I <br /> SO-1 <br /> TON 14.7 <br /> NH, ND <br /> t BR0M0METHANE 1.3 <br /> CHLOROMETHANE 0.62 <br /> NO <br /> 7PH' <br /> 0H 9.4 (GAS0LINE) ND ' <br /> NH3 NO TPH(DIESEL) ND <br /> 8260 ND 504.1 ND <br /> 8151 NO 8321 ND <br /> PH(CASOUNE) ND <br /> TPH(DIESEL) ND <br /> 504.1 <br /> NO <br /> 8321 NO Sg--i TON <br /> roN ND 0 75 150 <br /> NH, ND ; <br /> CHLOROMETHANE 0.62 <br /> 56-4 8151 NO APPROX. s <br /> TON 2 TPH(GASOLINE) NO <br /> NH3 ND 56-2 PH(DIESEL) NO <br /> SCALE IN FEET <br /> CHLOROFORM 1.7 504.1 ND <br /> 8151 NO OIURON 1.1 <br /> TPH(GA501INE) NO MW-6 <br /> PH(DIESEL) <br /> O4. <br /> 5 <br /> TRUCK REPAIR SHOP i NO 504. 40. 613-5 <br /> TON 1.1 <br /> NH3 ND <br /> MW-4 SB-6 8260 ND <br /> TON 27.8 TON 47 8151 ND <br /> +� 1,2a DCP 37 ND NH, NO 56--4 PH(DIPH ESEL)E) IND <br /> ND <br /> C 8151 ND 8151DCP 0.58 504.1 N8 <br /> 619 ND 8151 ND 8321 NO <br /> l� TPH(Diesel) ND PH(GASOLINE) NO <br /> Z 8141 ND TPN(DIESEL) — <br /> 1,2,3—TCP 6,9 504.1 ND <br /> 9romocll 2.6 8romacil t.4 X56-5 <br /> Q SB-7 <br /> I TON 17.7 <br /> x x x NH, ND x <br /> N MW-4 I.2—DCP 30 <br /> 9 51 PH1(GAS0LINE) NO CPT _ <br /> N x TPH(DIESEL) M1V-5 <br /> I <br /> \ <br /> 1.2.3 TCP 0_54 56— TON 144 RESIDENTIAL J 0 NH3 ND <br /> 1 8260 NO <br /> NIW0 TO 3 \ \ \ C 6 951 ND <br /> ND <br /> O TON 163 TPH(DIESEL) NO <br /> I 8260 <br /> NO \ ° I 5141 NO <br /> 504.1 b L2 i 504.1 NO <br /> Q 819 ND 8321 NO <br /> 504.1 ND $ r[snao[�rFnniaes[ <br /> Brcmacil 7.8 © \ T LEGEND <br /> Fence <br /> ` —9,54 <br /> est {1� Monitorinq Well <br /> \ ru[[ [5 T MW-5 with SepCgmber 2003 Groundwater <br /> —6.55 Elevation (ft MSL <br /> a <br /> - - OPEN FIELD wase aw / Q X58-6 Grab Groundwater Locution <br /> �A ('94) <br /> Q MW-3 \ \ '�' (-6.30) Estimated Groundwater <br /> N 8 91 '� o Elevation Contour (ft MSL) <br /> Proposed Monitoring Well Location <br /> 0 sTaw,ce TM'R FMN MI,Y_1 t TON 158 MW-6 <br /> \ —g 27 NH, ND NO <br /> -�-' Proposed CPT Exploration Location <br /> Q suro7cr avrl tP7 <br /> 8151 ND <br /> 08 4NO <br /> x TPH 1{01ESEL) ND Geoundlwotero Flow of <br /> N <br /> 819 NO <br /> 504,1 NO -.-.., <br /> r L <br /> � iIFY i � Approximate limits of <br /> 0321 NO <br /> __.. asphalt paving <br /> MW--2 <br /> —9.22TON 144 Total Oxidizable Nitrogen,mg/L <br /> NH, ND Ammonia as Nitrogen,mg/L <br /> X % z x x x % x 8260 ND <br /> MW-4 8141 ND <br /> p 8151 NO Other detected compounds,ug/L <br /> -r-� TON 53 PH(DIESEL) NO <br /> 1 8260 NO big ND <br /> U 6151 NO <br /> x 619 ND B321 ND <br /> }, 8321 NO <br /> 8r04.1 omocl! N0 Not L-ted <br /> 7Not Analyzed <br /> TRUCK REPAIR SHOP <br /> w <br /> I <br /> L <br /> i <br /> GEOSYNTEC CONSULTANTS <br /> GRAB GROUNDWATFR SAMPLE RESULTS DECEMBER 2003 FIGURE NO. 2 <br /> MONITORING WELL ANALYTICAL RESULTS - SEPTEMBER 2003 PROJECT N0. WR0250 <br /> AND PROPOSED WELL AND CPT LOCATIONS <br /> IL JOHN TAYLOR FERTILIZERS CO., INC. STOCKTON FACILITY DATE: MARCH 2004 <br />