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❑ ❑ HP10 MW-16 ❑ <br /> ❑ TH STREET <br /> ❑ FOUR <br /> ❑ ❑ a Ln <br /> ❑ o 0 <br /> q <br /> ❑ ❑ <br /> I�IJ❑ PTA 0 <br /> -6 ' C D/5/220 2 ) ❑ �� m <br /> A <br /> TA <br /> m <br /> ❑ g o <br /> 0 <br /> ❑ 0 <br /> ❑ ❑ CPT5 MW-14 ❑ ❑ <br /> B-6 ❑ ❑ <br /> CPT7 <br /> B-5 [ND<100] ❑ <br /> ❑ MW 2 �\\1 ❑ ❑ ❑ <br /> ❑ MW-9 MW-10EW- ` ❑ <br /> B2 PT2 ❑ �❑ <br /> - C CPT4 <br /> VW-1 EWCPT1 3 CPT6 FIFTH STREET <br /> FIFTH STREET [4 0]MW-1� g_q 1,000 MW-5� CPT8 MW-15 <br /> VW-2 MW8[ND<100] • [ D<100�1 0 r <br /> [ND<100 MW-6� SMjW-7 r <br /> g ❑ ( 2/5/22) <br /> EW-1 MW-3[1,600] MW-12 ❑ <br /> VW-3 r tP <br /> V MW q • MW-13 C <br /> [ND<100] CPT3 [ND<100] Z <br /> SITE 100 Z O A ❑ ❑� p ❑ ❑ <br /> N G \ Q <br /> ❑ ❑ <br /> = I,,- o- <br /> Z E::�:N <br /> m C1 mn Q ❑ p <br /> 0'� ❑ 1� <br /> oo ❑ _ <br /> ❑ <br /> CD <br /> O [ND<10 <br /> S (11/29/22 <br /> 0 <br /> 0 L aN <br /> a � / ❑ CPT10-60' <br /> C—D ❑ ❑ (12/5/22) <br /> ❑ ❑ <br /> ❑ MW-17 <br /> T <br /> ❑ SIXTH STREE <br /> LEGEND NOTES: SITE VICINITY SKETCH SHOWING <br /> TPPH CONCENTRATIONS IN <br /> MW3 MW16 PROPOSED MONITORING 1. All locations and dimensions are approximate. SHALLOW SCREENED (20'-55') <br /> MONITORING WELL LOCATION <br /> 9 ® WELL LOCATION 2. Site Sketch from Google Earth Aerial Photo. GROUNDWATER ON <br /> EW-1 GROUNDWATER EXTRACTION WELL HP1 PROPOSED HYDROPUNCH FEBRUARY 8, 9 & 10, 2023 <br /> LOCATION O BORING LOCATION <br /> QUICK-N-SAVE #1 <br /> VW-2 SOIL VAPOR EXTRACTION WELL WITH TPPH CONCENTRATION IN 1901 SOUTH EL DORADO STREET <br /> LOCATION GROUNDWATER IN pg/L ON FEBRUARY <br /> STOCKTON, CALIFORNIA <br /> [1,600] 8, 9&10,2023; ND=NOT DETECTED <br /> SOIL BORING LOCATION ABOVE LABORATORY DETECTION <br /> LIMIT; =NOT SAMPLED FREYENVIRONMENTAL, INC. <br /> CPT3 0 100 200 CLIENT: PROJECT No.: DATE: <br /> —100— CONCENTRATION IN GROUNDWATER <br /> CPT SOIL BORING LOCATION CONTOUR EQUAL TPPH THE SHARMA FAMILY TRUST 1095-01 03/2023 <br /> (IN pg/L,ON FEBRUARY 8, 9&10,2023) FILE NAME, � Q <br /> APPROXIMATE SCALE IN FEET 1095-01-Q1-23.DWG FIGURE <br /> VR G v <br />