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L <br /> _j <br /> �E­ <br /> (IJ <br /> LEGEND <br /> 0 <br /> L—J! MONITORING WELL SCREENED IN UPPER AQUIFER <br /> Z Q � � �W" ��\ \33 �. i n P� <br /> OPERATIONAL(RED)/NON-OPERATIONAL(BLACK) <br /> MUNICIPAL WELL <br /> 2RC-2 <br /> (L <br /> M-27A(38 Q <br /> OPERATIONAL(RED)/NON-OPERATIONAL(BLACK) <br /> -F� <br /> PRODUCTION WELL <br /> 13)A <br /> —RC-1 /-7 <br /> 113 (U,I,L) AQUIFERS SCREENED BY MUNICIPAL WELL <br /> - <br /> GROUNDWATER EXTRACTION WELL(OPERATIONAL <br /> 0 +--110 <br /> (4z9ffi <br /> Manley (RED)/NON-OPERATIONAL(BLACK)) <br /> L <br /> -2 <br /> 9 <br /> .73) 361 MUNICIPAL PIEZOMETER <br /> 2 B Parallel <br /> 4 9) (25 15 <br /> 12.30 <br /> Parallel <br /> (4 4 22 .46) PRIVATE DOMESTIC WELL(See note 8, below.) <br /> 313Z 76�. —I <br /> M 22B _15 501 <br /> (41.88) <br /> aralle <br /> 42 8A(42.64 (39.67) GROUNDWATER ELEVATION (FEET, RELATIVE TO MEAN <br /> .65 5)5) <br /> L <br /> M_ 7 SEA LEVEL(MSL)).22) <br /> 42.65) - <br /> 41 <br /> -14A V.59) M(43.68) sjxsP P POTENTIOMETRIC SURFACE ELEVATION <br /> -11 <br /> CONTOUR(FEET, MSL) <br /> 11A <br /> �ro <br /> 4 Ov'C"', co INTERPOLATED GROUNDWATER ELEVATION <br /> M 17A (45.08) <br /> (44.09) TH-7* <br /> \j)fCONTOUR(FEET, MSL) <br /> _7 (44.9 <br /> 6. . TH-2 <br /> ro <br /> _1 GROUNDWATER FLOW DIRECTION <br /> (4 9) AS 1 <br /> (51 (D 2A UPPER WEST LAR IM Y SB_ &MW-6 <br /> ENCED PERCOLATI H-5 ABANDONED WELL(GRAY) <br /> — RA (47.00) <br /> COMPOUND <br /> A- 3A (45.0 (U,I,L) <br /> AA - <br /> DO -G FORMER PET FOO <br /> P , <br /> DOM STIC INDUSTRIAL WE A'.'N Note: <br /> ST WASTEWATER P5ACOLA ION 4 <br /> AF_ S ENT PERCOLATION VELD <br /> STI S TRENCH <br /> PERC LAT (4 YH_9 4.93) iNIS Pis y9� 1. Monitoring wells screened in the Intermediate and <br /> C <br /> B SIN <br /> S\ Lower aquifers are not shown on the map. <br /> 5.62) 0) <br /> Er D ST PE CO: T MUNICIP IN ST IA <br /> BAS 14 AS E <br /> W_6 <br /> _ LAGOON D PO AL2. well not considered for contouring purposes <br /> (44.4 R <br /> 1 <br /> 3) 3 A <br /> 3. U = Upper Aquifer <br /> -3 <br /> 7501 <br /> Kiernan PNPV1 4. 1 = Intermediate Aquifer <br /> 7971 M-35 3 "(L <br /> a .58) <br /> Kiern 44Hall(45.04) 725 <br /> ' 5. L Lower Aquifer <br /> 700 E3 <br /> Q4A Hall <br /> (U,L) 1 L(445 6. NM = Not Monitored <br /> 7961 <br /> Kiernan <br /> 7969 LL ICCARELLI ROAD <br /> (U) Kiernan a- 7.AMSL=Above mean sea level <br /> 8001 Kiernan %17 (U'l) <br /> (U'l) 1 5500 4719 6245 <br /> �001 Kiernan-IT Kiernan Hall Cicarelli Cicarelli 8. Private wells are labeled by address.Aq <br /> 8313Kiernan uifer is <br /> (U) (U'l) 7507 <(U) (U,I) noted if known. Wells with no aquifer designation have <br /> -Kiernan unknown depth and/or screened interval. <br /> (U) <br /> 7507 <br /> Kiernan-IT 9. Irr="Irr"after private well address designates an <br /> 0 <br /> �9'7 (U,1,L) a> <br /> a irrigation well. <br /> 0 <br /> Kiernan <br /> (U) <br /> DI > <br /> 0 <br /> 0 750 1500 <br /> KIERNAN AVENud SCALE (FEET) <br /> ENVIRONMENTAL COST MANAGEMENT, INC. GROUNDWATER ELEVATION JULY 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 Third Quarter 2011 Site Status Report 3 <br />