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4� <br /> P4 <br /> v D Cf) <br /> l � � <br /> C C c3 <br /> (WEST) (EAST) <br /> MW-6 = -4 08 MW-l0A = -390 <br /> MW-9A = -4 02MW-IOB = -428 i �1 o <br /> MW-9B -397 MW-10C = -4 19 Cy 9 Z m <br /> MW--13A= -3 84 _ MW-9C = -402 MW--10D = -410 MW-11A= -4 13 MW-9A= -4 22 w° <br /> `+ ° o <br /> MW-138= -3 BO MW-9D = -385 MW-10E _ -406 - MW-16= -4 19 - MW-118= -4 22 MW-9B= -4 26 z w _ <br /> MW--9E _ -390 MW-10F = -409 MW--17= -4 13 MW-11C= -419 <br /> MW-9C= 4 27 <br /> MW-13C= -3 82 MW-X13= -4 13 Former MW-11D= -4 21 c <br /> MW-1317= -373 RDW-1 <br /> MW-6/11W-9 (THREE B S TRUCK PLAZA) Location MW-10 (313 SQ c <br /> 0 MW-13 DW-1 [PROJECTED 40 FEET NORTH] PROJECTED 20TRUCK FEET NORTH) MW-4 7dW 7 NW-11 MW-9 1AW-18 17 18 0 W <br /> 10 Q 1 Q 10 0. G <br /> A 15 15 15 <br /> 20 A 15 1 20 Q <br /> O <br /> 30 h/11 = -4 OB- 1:-6 x121/tG-428 .-O.0- -�. �6' .6 dh/dl - -4 1a - (-4 73)/15-50 30 CV <br /> dh/dJ _384 "' (-31101/JS-LL —...——— - cod/-27: - a oat ....�IR9T -��� - 0�4 ....—— - u ou/-x - a 002 — —— ——————————— —— — ———— - <br /> _ -004/-40 = 0001 F <br /> 90 <br /> 40 A 42t, B 425 I [ <br /> r 45 A 45 A <br /> 50 50 <br /> dh/d[ - -4 28 50 <br /> B 55 SECOND ZONE - now <br /> dh/dl - -4 Q2- (_3671/425-�25 -,.————.�——————— — — —————— ——— dh/dl - -413 - I-4lw)/LD-TO w.�.— -D.C9/� - -6j 06 ———...—— — —— — — ——.� — BO p' <br /> eo — ——————.....——..— _ -o0L/-30 - DDOZ - 0/-20 o W w <br /> [ _ 70 <br /> 70 m.-an-f-&MAO-ab ——..-__— —— $ 72�.�.�� ROCKY 5 UPPER ZONE —— ———— C 72 5 ���� �..— ——— 70—————————� — B ———————.. ——— — —..-—— 4 �f0-(�it1/16^100 �µ�yy <br /> 90 OAIV-40 s -0.0006 END OF WEIJ. CpS]NG — ———— � �-�� -0, 07 BO � � � Z <br /> d/m .-yp►-({p�/76,�..Og,6 dh/dl -41P - (-4]0)/725-975 { dh/dl - -422 - (-418}/70-J DO � <br /> . OPEN-HOLE - o os/-x5 - 0 opo <br /> - - 003/-s0 = 0001 <br /> 90 <br /> 9n ,�- r0 <br /> C 95 C 015 D 97 5 B O r_q � <br /> 100 SECONDARY AQUIFER ZONE 700 C 100 IOD P Q <br /> 110 ———————————— — — -.- ——— — —— — ————————————— ——————dl,/diz -420 - (-4 08)/675-1.Y1'5 llo {�] E_ � r; <br /> Od9✓-96 -OA01 - 004/-25 - 0nn2 �../ <br /> dh/dl - -202 - (-373)/95-240 m p,4q/-W-b 0 <br /> 120 � - nn6/-45 = 0002 -0Am�-{.!6-(-4�A'1��1C0-140 180 O <br /> D 122 5 E 122 5 �^� "x0000 <br /> ----f--- ------- ------ -------'�----w---t ---- 130 <br /> 130 — ——--———---—---- — ——"`——————^' --————— — ""`—— —— — ——""" — — <br /> m,/m--&W-(-Sf01/fae-ia70 PRIMARY AQUIFER 2011 0/m. -4m-(-4AO�/1*L4-147s _ Q -.1 O <br /> 140 D 140 OM/-= --0 -0.001 - -am y 740 D 149 140 W r <br /> E 147 5 F 147 5 Y7, V <br /> 150 Q <br /> 15fl <br /> 6� <br /> r} <br /> f <br /> LEGEND <br /> W <br /> MW-I1A- -413 <br /> LW-.B- -4 22 REPORTED SEPTEMBER 2004 GROUND WATER ELEVATIONS <br /> MW-11C= <br /> 2FOR MULTI-LEVEL MONITORING WELL SCREEN LOCATIONS <br /> �s <br /> Y APPROXIMATE Si ROUND WATER LEVEL (09/2004) <br /> -- --- - -- ESTIMATED HDROGEOLOGIC FLOW UNIT <br /> NOTES <br /> and water monitoring data collected on 13 September 2004 <br /> nils reported In feet relative to mean sea level SCALE <br /> WELL SCREEN 'INTERVAL 0 40 BD <br /> round water elevations relative to National Geodic Survey datum C 464 (NAVD98) <br /> All hydrogeologic flow units identified In Problem Assessment Report dated 19 June 2001 7 <br /> { FEET <br /> Positive value between screen intervals indicative of upward vertical ground water gradient <br /> Negative value between screen intervals indicative of downward vertical around nater gradient , <br />