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16 Harding Way ARCO 4932 TABLE 4 Well screen intervalli;'/12 Well Construction Details AR CO Service Station No.4932 16 East Harding Way, Stockton, CA BorNp BorohoN Caslrq Sbt Siza Scnanad Flaar Pack sent Seal Comets Seal Elovatlon Depe1 Dhrnohr Dlarrupr Casing MaprWl (inches) Interval IMorval interval IMorval Wal LD. Constrgctlon Dau (7DC/aaD (pat bps) (hat bps) (fast bps) (fwt bps) (toot bps) (inches) (Nous) Groundwater Monitoring Walk(MW and DMW) 7�MYV-2 1 8212000 1149 415 10 4 sch.40PVC 0.020 10.40 840 5-8 0-5 1 • 6212000 12.01 41.5 10 4 Sch.40 PVC 0.020 10.40 8-00 5- Ow5`j� -3 8222000 11.08 41.5 10 4 Sch.40 PVC 0.020 10-40 8-00 5.6' .MW.q` 8/222000 10.88 41.5 10 4 Sch.40 PVC 0.020 5-40 3-40 23 0-2 7!132001 11.2 40.5 8 2 Sch.40 PVC 0.020 20-40 18.40 16.18 0-16 r MW- 7!132001 10.83 40.5 8 2 Sch.40 PVC 0.020 20.40 18-40 18-18 0-16 7/13/2001 10.35 40.5 8 2 Sch.40 PVC 0.020 20.40 18-40 16-18 0.16 .MW,g 7/132001 12.38 40.5 e 2 Sch.40 PVC 0.020 20.40 18-40 15-18 0.15 r MW9 71132001 70.83 40.5 B 2 Sch.40 PVC 0.020 20-00 18-40 16-18 046 r MW-10 81102002 10.72 41 8 2 Sch.40 PVC 0.020 20.40 1&41 15.5-18 x15.5 •MVill &702002 10.52 40.5 8 2 Sch.40 PVC 0.020 20.40 18-40.5 76-18 0-16 .DMW-1 3/142002 11.34 81 8 2 Sch.40 PVC 0.020 75-0 73-81 70-73 0-70 •DMW-2 &112002 10.48 82.5 B 2 Sch.40 PVC 0.020 77-2 75.5.82.5 72.5.75.5 0-72.5 ,DMW3 &122002 10.84 83.5 8 2 Sch.40 PVC 0.020 77-2 75.5-3.5 72.5-75.5 0.75.5 DMW-A 1/1&2008 11.12 72 6 2 Sch.40 PVC 0.020 60.70 58-70.5 5458 0.54 •p1 '• 1/1412006 12.27 71 6 2 Sch.40 PVC 0.020 60-70 5&71 54-56 0.54 p1�1ey$• 1/92008 11.28 75 6 2 Sch.40 PVC 0.020 55-75 5375 51-53 0.51 DMW-7' 1!82008 10.76 75 6 2 Sch.40 PVC 0.020 55-75 53-75 51-53 0.51 10.32 71 6 2 Sch.40 PVC 0.020 60.70 58-70 55-58 0-55 .DMW-9 1!112008 DMW-10• 2/122008 12.2 70 6 2 Sch.40 PVC 0.020 59.5.69.5 57.5-69.5 53.557.5 0.53.8 Extraction Wells(EW) - T-EVV-1311512002 10.98 44 -- 6 Ss 0.020 2141 19-42 17-19 0-17 SS 0.020 20-40 18-4 16-18 aifi 002 11.05 50 12 6 0.020 20-40 18-41 16-18 aifi 10.3341 -- 6 SS003 10.72 41 - 6 Ss 0.020 21-4119-01 17-19 0-17 003 10.79 41 .- 6 SS0.020 21-01 19-41 17-19 0-17 2002 10.65 40 -- 6 sS 0.020 15.35 1335 11-13 0-11 003 10.12 43 -- 6 SS O.i710 21.5-41.5 19.5-03 17.5-79.5 0-17.5 V=�VE M81 Extraction Wells(SVE) Si822/2000 10,94 30.5 10 2 Sch.40 PVC 0.020 5-30 4.30 2-4 42 8/62003 11.16 30 -- 2 Sch.40 PVC 0.020 5-30 4.5-30 3.54.5 0-3.5 / V 20 16-18 18-41 8/512003 41 6 20 40 B/&2003 41 6 2141 20 77.19 18-41 8/612003 41 6 21 41 20 17-19 19-416 11/13/2002 40 6 15 35 20 11-13 13357 8!72003 43 6 21.5 4157xtraelion Wall 5 3 i 25 24 4-30 11.84 37.9671977 -121.2947405 1 8/22/2000 30.5 2 _ -- 2 8/&2003 30 2ings - --1 7MI2001 80.5 --2 7/11/20on 78.5 -- -- - - - - - Crone Spells Wells -- -- -- S-1 3/10/2005 40 0.75 37.5 40 2.5 31-33 3340 -- S-2 319/2005 40 0.75 37.5 40 2.5 3433 3340 -- - - S-3 3/92005 40 0.75 37.5 40 - 2.5 30.33 3340 -- - S-4 3/812005 40 0.75 37.5 40 2.5 32.5-34.5 34.530 S-5 318/2005 40 075 37.5 40 2.5 32-34.5 34.5.40 -- - 36 3!712005 1 40 0]5 37.5 40 2.5 32.5-35 3640------------ -- Explanation: Wells are of PVC construction TOC=Top of Casing bgs=below ground surface ' Bottom of well screen at 80 feel bgs.