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31.34) <br /> LEGEND <br /> .2- <br /> 0� MONITORING WELL SCREENED IN UPPER AQUIFER <br /> z RC-2* (37.21 A A OPERATIONAL(RED)/NON-OPERATIONAL(BLACK) <br /> M-27) PS- <br /> A— <br /> (3 4) MUNICIPAL WELL <br /> I Z <br /> 2 (37.85 <br /> RC-1* RIDS- 42) 3) (37.95) 8.1 OPERATIONAL(RED)/NON-OPERATIONAL(BLACK) <br /> M 0 -4 <br /> 7. -16 LTRAN PRODUCTION WELL <br /> TWp E <br /> (38.14) 4-410 (U,1,L) AQUIFERS SCREENED BY MUNICIPAL WELL <br /> 5A <br /> .4 Manley <br /> M-513 <br /> 38.05) 361 <br /> Parallel GROUNDWATER EXTRACTION WELL(OPERATIONAL <br /> M 7) 3 -12 15 (RED)/NON-OPERATIONAL (BLACK)) <br /> (3 -A T <br /> 0) <br /> 8.4 J <br /> =a (3 Parallel <br /> < M 6 -313 26 501 MUNICIPAL PIEZOMETER <br /> C6 .09) 38.62 <br /> arallel <br /> .34 ♦ PRIVATE DOMESTIC WELL(See note 8, below.) <br /> (38.76) M-81B <br /> .a 0-14 <br /> RA 1AA (39.3 <br /> (39.52) GROUNDWATER ELEVATION (FEET, RELATIVE TO MEAN <br /> 0- A <br /> (3 1A M(3i.19VM-11B(39.08) SEA LEVEL(MSL)) <br /> 0,1\APE Fppp <br /> POTENTIOMETRIC SURFACE ELEVATION <br /> o (39.99) T 38) 39.43CONTOUR(FEET, MSL) <br /> L <br /> (4 <br /> -7 GRONP <br /> TH-2 <br /> o <br /> 713 <br /> -1 +(401A1 -n <br /> GROUNDWATER FLOW DIRECTION <br /> o -42A PRIMPERCOLATION R R S� ASB- (4 <br /> SI GE ENCED FIELD H- MW-6 <br /> -1 B N 21 A COMPOUND 39.75 IAMON ABANDONED WELL(GRAY) <br /> 39.06) (U,I,L) <br /> P M-44 STIC FO ER ET FOO <br /> (39.26) INDUSTRIAL WEST AGOONS 9.941, <br /> - 1-11—T— PERGOLAION <br /> L PON S j RC <br /> PER 0 S PER <br /> COLATION FIELD <br /> EN <br /> 0 STIC IL <br /> ZS�P <br /> (39.41 SIN Note: <br /> (39.85) D EST E CO T1 UNIC -2 IN ASS I L TH-9 <br /> W-6 RAS GO""9) D PO AL <br /> (38.55) 1. Monitoring wells screened in the Intermediate and <br /> A Lower aquifers are not shown on the map. <br /> > M- 8A <br /> (37.55) -3 2. well not considered for contouring purposes <br /> (k <br /> 7501 90) <br /> Kiernan <br /> L 79 M-35B (L) < 3. U = Upper Aquifer <br /> (37.15) > <br /> K rnarL,, -4 C3 C3 <br /> + 700 < <br /> 5725 Hall 4. 1 Intermediate Aquifer <br /> -34A Hall 0C O� <br /> -35A (37.98) (U,L)D� Lj F- <br /> SSP F- <br /> IL <br /> (37.23) < < < La <br /> 61 > 5. L Lower Aquifer <br /> Ki9ernan(U) 7969 <br /> a- *PICCARELLI ROAD < <br /> GP 001 Kiernan <br /> (U'l) <br /> Kiernan(U'l) <1 5500 6. NM = Not Monitored <br /> 717 1719 6245 <br /> Ld Kiernan � Cicarelli Cicarelli <br /> (U) <br /> �001 Kiernan-Irr 1-- a- Hall <br /> < (U'l) (U) (U'l) 7.AMSL=Above mean sea level <br /> 83 3Kiernan 7507� Kiernan <br /> 0- (U) 8. Private wells are labeled by address.Aquifer is <br /> -7507 <br /> noted if known. Wells with no aquifer designation have <br /> ca Kiernan-Irr < <br /> o (U,I,L) unknown depth and/or screened interval. IN <br /> 47 <br /> Kiernan <br /> < (U) 9. Irr= "Irr"after private well address designates an <br /> irrigation well. <br /> o KIERNAN AVENUd <br /> 0 750 1500 <br /> 0 <br /> SCALE (FEET) <br /> ENVIRONMENTAL COST MANAGEMENT, INC. GROUNDWATER ELEVATION - JAN, 2010 Figure <br /> W Former NestI6 USA, Inc. Facility — Managing Cost and Liability (UPPER AQUIFER) <br /> .0 <br /> Ripon, California - 95366 3525 Hyland Avenue, Suite 200 * Costa Mesa, CA 92626 March 2011 <br /> CL <br /> Tel: (714)662-2759 9 Fax: (714)662-2758 2010 Annual Report 3-1 <br />