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( L <br /> LEGEND <br /> % <br /> 0 13ro <br /> MONITORING WELL SCREENED IN UPPER AQUIFER <br /> 2 <br /> . <br /> z <br /> Sq <br /> OPERATIONAL(RED)/NON-OPERATIONAL(BLACK) <br /> MUNICIPAL WELL <br /> 00� L <br /> 2 RC-2+ .03) <br /> (L 38 38.0 -F� <br /> 7 9 OPERATIONAL(RED)/NON-OPERATIONAL(BLACK) <br /> (39.08) <br /> PS_ PRODUCTION WELL <br /> RC-11_E� PS-1 (3 <br /> 8. <br /> -113 <br /> I A (38A2 8) <br /> �9 (U,1,L) AQUIFERS SCREENED BY MUNICIPAL WELL <br /> 50) _2 T NS* <br /> 39 +--110 GROUNDWATER EXTRACTION WELL(OPERATIONAL <br /> .9 Manley (RED)/NON-OPERATIONAL(BLACK)) <br /> -2 L <br /> 361 MUNICIPAL PIEZOMETER <br /> ( . Parallel <br /> 257 <br /> LIN 15 <br /> -3 <br /> 1 -22 15 NA <br /> -- -lel PRIVATE DOMESTIC WELL(See note 8, below.) <br /> M-22B <br /> P rallel <br /> -m-M <br /> brB (40.11) 4 (39.67) GROUNDWATER ELEVATION (FEET, RELATIVE TO MEAN <br /> )(4 1 P9 T SEA LEVEL(MSL)) <br /> (40. <br /> (40.18� -813 <br /> (45.58 40.47) - <br /> M-14A o <br /> (41.0 sj POTENTIOMETRIC SURFACE ELEVATION <br /> 41A x M-1 A M-11)B <br /> CONTOUR(FEET, MSL) <br /> (41. 41.19 <br /> AO0�A <br /> 9 INTERPOLATED GROUNDWATER ELEVATION <br /> CONTOUR(FEET, MSL) <br /> T42.6-1) 41.69) NPR 42.11) <br /> (42.24) j*d?- H-2 <br /> -1 7B GROUNDWATER FLOW DIRECTION <br /> PR <br /> UPPER WEST �R MW-6 <br /> V <br /> AS 1 <br /> 0.9 <br /> PERCOLATIONR ER FENCED FIELD H- ABANDONED WELL(GRAY) <br /> IN COMPOUND (42.18) <br /> N (U,I,L) <br /> -4 ON <br /> )0 <br /> ) N <br /> 1.62) L <br /> 0 -ET FC <br /> DOM STIC INDUSTRIAL WEST 00 Note: <br /> WEST <br /> RIA STO GE WASTEWATER PERCOLA 10 40.8 <br /> ISP SAL PON S NT PERCOLATION <br /> TRENCH <br /> (4 . � 1 1. Monitoring wells screened in the Intermediate and <br /> 4 , TH-9 Lower aquifers are not shown on the map. <br /> B SIN <br /> -5 A <br /> (40. 1) <br /> Er D EST PE CO TIO MUNICIPAL AS E39.79) <br /> W_ BAS LAGOONS D PO A <br /> (41.05 R 2. well not considered for contouring purposes <br /> -3 3 <br /> s Q 3. U = Upper Aquifer <br /> 7501( 2) <br /> Kiernan PNPVL_ 4. 1 = Intermediate Aquifer <br /> 7971 -35B <br /> ED\A%J1 <br /> -35B (L) <br /> Kierna 38-56) C=1 <br /> 5 215 5700 < 0/ 5. L Lower Aquifer <br /> E3 <br /> IL Hall <br /> Hall Q� 0� <br /> 4A LLJ <br /> -35A (U L) <br /> (38.60) <br /> 7961 6. NM = Not Monitored <br /> Lj <br /> "R/, <br /> Kiernan 7969 ICCARELL ROAD <br /> (U) Kiernan # = 7.AMSL=Above mean sea level <br /> 8001 Kiernan %17 AD <br /> (U,I) 5500 4719 6245 <br /> Kiernan Hall Cicarelli Cicarelli 8. Private wells are labeled baddress.Auifer is <br /> 001Kiernan-Irr (U,I) (U) (U,I) y q <br /> 8313Kiernan <br /> (U) 7507 < noted if known. Wells with no aquifer designation have <br /> -Kiernan unknown depth and/or screened interval. <br /> (U) <br /> 7507 <br /> Kiernan-Irr 9. Irr="Irr"after private well address designates an <br /> 0 <br /> �9,7 (U,1,L) a> <br /> a Q� irrigation well. %U <br /> Kiernan <br /> (U) <br /> > <br /> 0 <br /> 0 750 1500 <br /> KIERNAN AVENuSCALE (FEET) <br /> ID <br /> Ji ENVIRONMENTAL COST MANAGEMENT, INC. GROUNDWATER ELEVATION JANUARY 2011 Figure <br /> Former NestI6 USA, Inc. Facility Managing Cost and Liability <br /> (UPPER AQUIFER) <br /> [LRipon, California <br /> - 95366 3525 Hyland Avenue, Suite 200 * Costa Mesa, CA 92626 <br /> LL Tel: (714)662-2759 9 Fax: (714)662-2758 First Quarter 2011 Site Status Report 3 <br />