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i <br /> h <br /> � i Figure 2 . Site Layout Map <br /> +MW-' <br /> W-8 Monitoring Well Exhibit <br /> MI1I�- CONCRETE <br /> -MWF2 GUTTER Prepared For <br /> �MW- 18 " 'li� BEA Inc. <br /> (�MW-7 DESCRIPTION NORTHING FASTING LATITUDE LONGITUDE ELEV (PVC) ELEV (BOX) <br /> MW-20 <br /> Mµ_21 MW- I 2102562.7 6292224.7 37.7655632 - 121 .4321532 16.81 17. 15 <br /> MW-2 2102616.6 6292332.2 37.7657143 - 121 .4317830 16.77 17.03 <br /> MW-3R 2102543.6 6292332.5 37.7655138 - 121 ,4317795 17.02 17.49 <br /> Mµ_ 1 MW-4 2102634.2 6292177. 1 37.7657583 - 121 . 32 16.39 16.70 <br /> MW- 13 MW-23 MW-5 2102474.8 6292212.4 37.7653214 - 121 .4432119292 7 16.65 17.06 <br /> MW-9 III MW-6 2102507.0 6292394.0 37.7654149 - 121 .4315654 16.99 17.58 <br /> MW- 15 MW- 14 MW-22 x t MW-7 2102594.5 6292395.4 37.7656551 - 121 .4315636 1 .83 17. 17 <br /> w MW- 19A MW-6 2102626.8 6292 37.7657405 - 121 .4319832 155.83 16.21 <br /> y MW-3R+ MW-9 2102553.8 6292167167 4.4 37. 7655372 -121 .4323511 16.72 17. 11 <br /> r MW- 10 2102464.8 6292174.0 37.7652931 - 121 .4323251 16. 16 16.47 <br /> MW- 11 2102448.4 2923247 37.7652500 - 121 .4318032 16.36 16.53 <br /> 5 <br /> MW- 12 2102463.8 52920 . .7 <br /> 37652907 - 121 .4322018 16.52 16.90 <br /> MW-16+ �MW- 17 III: MW- 13 2102566.9 629233000.33 37. 7655769 - 121 .4318917 16.84 17.08 <br /> -f MW- 14 2102547. 6292217.2 37. 7655216 - 121 .4321 ]85 16.91 17.30 <br /> a MW-6 MW- 15 2102548.55 6292173.5 37. 7655228 - 121 .4323297 16.92 17.26 <br /> BUILDING MW- 16 2102514. 1 6292199.5 37.7654287 - 121 .4322331 16.33 16.94 <br /> F MW- 17 2102513. 1 5292200.0 37.7654262 - 121 .4322367 16.51 17.07 <br /> MW- 18 2102598.6 292214.7 37.7656616 - 121 .4321888 16.27 16.7171 <br /> 5 <br /> MW- 19 2102540.4 6292259.8 37.7655031 - 121 .4320308 16.79 17.23 <br /> +MW-5 l I Q MW-20 2102586. 1 5292187.0 37. 7656265 - 121 .4302841 16.33 17.73 <br /> 5 <br /> MW-21 2102578.8 292288.6 37.7656093 -121 .4319325 16. 16 16.73 <br /> MW-22 2102554.0 6292331 .2 37.7655423 - 121 .4317843 17. 17 17.48 <br /> �MW- 10 <br /> v% MW- 12 ; I: MW-23 2102565. 1 6292331 .6 37.7655729 - 1214317832 16.86 17.37 <br /> MW+ I BASIS OF COORDINATES AND ELEVATIONS, <br /> J COORDINATES ARE CALIFORNIA STATE PLANE ZONE 3 COORDINATES FROM CPS OBSERVATIONS USING <br /> UNIVERSITY OF CALIFORNIA BAY AREA DEFORMATION CORS STATION OBSERVATION FILES AND BASED ON <br /> THE CALIFORNIA SPATIAL REFERENCE CENTER DATUM, REFERENCE EPOCH 2000.35. <br /> + COORDINATE DATUM IS NAD 83(1986) <br /> DATUM P I SOID IS GRS80 <br /> FENCE <br /> REFERENCENCE GEOID IS NCS99 <br /> i�_ % _ X VERTICAL DATUM IS DAVID 88 FROM GPS OBSERVATIONS ' <br /> CONCRETE,_ CURB & GUTTER / CORS STATIONS USED WERE DIAB AND MHCB. <br /> LARCH ROAD <br /> EDGE OF PAVEMENT <br /> Frontier Transportation - 1450 Harbor Blvd. Ste. D Dale: 10-5-06 <br /> o zD ao aD I20 425 Larch Road ® Scale: 1 " = 40 <br /> West Sacramento Sheet 1 0( 1 <br /> Tracy _ California 95691 Revised: <br /> SCALE IN FEET San Jao uin Count (916) 372-8124 <br /> q y jeffCmonrowsurveyMg.com Field Book: MW-29 <br /> California LANG SURL£YORS g. No. 0441-001 1 <br />