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Towwds main <br /> _■ III -3 ■ sewer line <br /> 5.7 ■ IA-4 7.3 --------- ------------ --------W 2--E�-- ------■ <br /> �u • SS-3 •�� 9.2 -GS-2 2.7Qa gg. � AA-7 <br /> 630 SS-4 12,000 0 IA-1 ■ c1.04 <br /> 8 <br /> 15.7 <br /> II <br /> I D <br /> w - , 5 I I tiE.j <br /> W 00� Q <br /> II II <br /> SS <br /> Z — 46,000 <br /> II F II F <br /> e --_---_-- -------- ------ F a <br /> F <br /> x � <br /> y I <br /> - --------- <br /> --- ------- <br /> v <br /> PINE STREET <br /> wE LEGEND <br /> 212 W.Pine Si Discrete depth Soil Vapor Location <br /> 210 W.Pine St 212 W.Pine St Sub-Slab Sample Locations <br /> ■ Indoor Air Sample Locations(212 W.Pine St.) <br /> SCIA 130,000 <br /> sr1_,5 soo,000 ■ Indoor Air Sample Locations(210 W.Pine St.) <br /> ' sr1-2s 1ao,oaa �' <br /> Main Sanitary Sewer Lateral Along Alleyway(appr.) <br /> SV1.36 200,000 <br /> IA-6 — — — Sanitary Sewer Lateral from 212 W. Pine Street(appr.) <br /> ■ 1 7 Tetrachloroethene(PCE)concentrations(µg/m3}in SS <br /> � SV2-7.5 35,000 <br /> SV-1 ■ <br /> M-7.5 z2n00o 5.4 PCE concentrations(µg/m3)in Indoor Air samples <br /> . ■ svaia <br /> IA SJ275 n a 10-feet wide concrete pad <br /> 5V-2■ p Sewer Cleanout <br /> sv2-14 2,60 ,000 <br /> Soil Vapor Boring ID PCE concentration in soil vapor(}rg/m3) <br /> NOTES Depth(ft-hg) <br /> 1. The location of the sanitary sewer lines are assumed <br /> 2. The rnaos are RI.T S -ol.to scale) <br /> 3. ft bas-ZE oelov aro.,rd Surface <br /> 4_ µg/m3-micrograms per cubic meter <br /> PROJECT TITLE FIGURE <br /> DISCRETE DEPTH, SUB-SLAB, & INDOOR AIR <br /> ADDITIONAL SOIL VAPOR ASSESSMENT WORK PLAN SAMPLING RESULTS DATE <br /> 210 and 212 W. PINE STREET 03/22/2024 <br /> CIVIL Vyum Turf. CLIENT <br /> CcfcL/Ew�iro�ir � CITY OF LODI, PUBLIC WORK DEPARTMENT <br /> L/Wa&--Rawzter�/v <br />