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Ii w <br /> r <br /> C, o i rn <br /> k u <br /> C ! (EAST) <br /> (WEST) <br /> MW-6 = —385 MW-1OA = —412 + O e <br /> MW-9A = —397 MW-10B = —412 41 ? o <br /> MW-913 = —397 MW—IOC —412 (Z.) Z <br /> MW-9C = —403 MW—IOD = —412 MW-11A= —3 96 MW-9A= —4 41 <br /> MW-13A= —3 86 <br /> MW--9D = —414 MW—IOE = —414 MW-16= —420 MW-11B= —423 MW-9B= —4 38 ? n�1 <br /> MW-13B= —3 90 _ <br /> MW-130- —3 92 MW-9E _ —4 17 MW-10F = —4 32 MW—17= —4 19 FormerMW—I1C 4 23 I MW 9C= —4 54 L7 a <br /> MW-13D= —4 16 MW-18= —4 18 RDW-1 MW—llD= —4 51 <br /> MW-6/MW-9 (THREE B S TRUCK PLAZA) Location o <br /> MW-10 (38 S TRUCK PLAZA) 2 _ <br /> MW-13 DW-1 [PROJECTED 40 FEET NORTH] PROJECTED 2C FEET NORTH MW-1(1 17 18 MW-4 MW-7 Mw_I1 I MW-9 <br /> p 0 ® W <br /> 10 - - (( 10 C <br /> A 15 15 15 1 20 C7 <br />' 20 p 1 15 '. CD <br /> Q <br /> 30 d.-am-(-GAY)AG-M dh/dl- -412- (--4 721/15-a25 dh/dl = -4.'0 - (-4 190/15-50 30 C� <br /> -�'4 - HYPRo�DCIC U�NI�7——— o ao/-27s _ 000 ——_ oo:/-as .. o ooa3 �. —— —— — —— ——— ———————— —— ——-L—— — —— —— <br /> . OA01 . — ` 40 <br /> 40 A 42 5 B 425 45 A 45 A <br /> 50 db/di - -412 - (-472)/425-925 5D 50 L) <br /> B 55 00/-30 oe5 as lm--a7�-(-an1/+s-io W <br /> dr/aI - -3 B7- (-397)/425-725 HYDRDLO SCl NIT 2 ————— ——`———— ———— dh/dl- -4 19 - (-4 18)/60-70 .4.La/�'.6 - -0.01 — — — — — —— — — — ——— ———-"" 80 <br /> ——————————— — <br /> 80 — — _ -OOD/-3tl = 000 — - - 001/-20 = 00W5 � <br />' 70 --...--- —� B 725 - -- HYDROLOGICUNIT 3 -- --...— C 725 ...- -- -----.'. 7--.. -- - ----- — 9 ---- - -- --- -.--- -- = 70 O <br /> X01-�n-( � � —— ———— — dh/dl - -++1 - l-4 381/45-t00 <br /> ' - -Owl � -0 07/-55 <br /> BO END OF WELL CASING &/d1 .-a=-(-d�V"jl-OgA dh/df - -4 12 - (-41 2}/72 d-B7 5 80 <br /> OPEN-HOLE -4�/"m = �� = 000/-25 - 000 an/di - _427 - (-4270/,0-700 I ' C) 0 <br /> _ - o mz/-79 = 00007 BO U U O O <br /> 90 <br /> C 95 C B7 5 D 97 5 B [00 �N E 4, <br /> 100 HYDROLOGIC UNIT 4 —... - ---_..^-- 100 C -------..,------....-- —_:00 --- - E-' QC- <br /> 110 ——.. —— --- ---agate_(�`�ii,-=4 - -- ...--�/a._4Aa- 141/a►s-isca -- ---- 110 C(j � O � <br />' =ow-w --0.006 -o.xv-G1 •_a0= v� r!'1 ( U <br /> n--ora-(-a,p61/lp-ycp v 1 <br /> 120 -D24/-45 0005 -nye/-� • ^DAM 120 <br /> A 122 5 E 122 5 -0.16/-tA - -OA06 M <br /> HYDROLOGIC UNIT� ---- -- ---- -------- -...-- --•^-- -- ------- ------ ----- ---t---- 130 C) <br /> 130 — —————————— —— ——— — ————— — <br /> ch/d --ud-(-"7)/1CaA-147A Zh/41. -4A4-(-um)/lrso-u+a w U <br /> 140 190 -O M/4f0 --OA01 -OSQ/-t3 -0.007 ]40 140 140 E- <br /> 140 <br /> w <br /> 17 i <br /> E 147 5 F 1476 150 <br /> 150 HYDROLOGIC UNIT e <br /> C4 N <br /> C7 <br /> a <br /> U <br /> LEGEND <br /> a <br /> W <br />' MW--IIA= -398 <br /> -4 z3 REPORTED DECEMBER 2003 GROUND WATER ELEVATIONS <br /> 1Miw-lin= _4 si <br /> MFOR MULTI—LEVEL MONITORING WELL SCREEN LOCATIONS <br />' Z7 APPROXIMATE GROUND WATER LEVEL (12/2003) <br /> --——— ——— ESTIMATED HYDROGEOLOGIC FLOW UNIT <br />' NOTES <br /> and water monitoring data collected on 05 December 2003 <br /> SCALE <br /> .-its reported in feet relative to mean sea level WELL SCREEN INTERVAL <br /> 0 40 80 <br /> Ground water elevations relative to San Joaquin County Benehmark Datum No ZAA-13 4 <br /> All hydrogeologie flow units identified in CPT Site Investigation report dated 15 March 2002 <br /> FEET <br /> Positive value between screen Intervals indicative of upward vertical ground water gradient <br /> Negative values botuoen corona 1114'r7alo [ndicativo of docrncrard vortical ground trator gradlel6L <br /> 1 <br /> 1 <br />