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i I Monitoring Well Exhibit Pr ed for. , MW-6 Ground Zero Analysis � MW-9B + j MW-5 DESCRIPTION NORTHING FASTING ELEV (PVC) ELEV (BOX) MW-8 MW-1 2196318 9 6343458 3 31 84 3� 44 MW-2 2196274 0 6343437 6 32 08 32 51 MW-3 ' 2196374 9 6343465 2 32 09 3 58 MW-4 2196331 2 6343508 2 32 18 3 65 MW-5 2196421 2 6343429 5 32 57 3 . 77 MW-6 2196441 5 6343519 0 32 43 3 53 x MW-7 2196330 6 6343569 9 32 35 3 50 MW-3 MW-8 2196397 6 6343567 5 32 14 32 35 rt MW-9B 2196431. 4 6343501 7 31 59 31t 96 z BUILDING LATITUDE LONGITUDE rr M MW-1 38 0243029 —121 2575410 n MW-2 38 0241791 —121 2576116 MW-3 38 0244568 —121 2575187 w MW-4 38 0243378 —121 2573680 U MW-5 38 0245834 —121 2576440 MW-6 38 0246410 —121 2573339 co MW-4 MW-7 38 0243377 —121 2571539 MW-7 MW-8 38, 0245215 —121 2571643 MW-1 MW-9B 38 0246128 —121 2573934 BASIS OF COORDINATES COORDINATES ARE CALIFORNIA STATE PLANE ZONE 3 COORDINATES FROM GPS, OBSERVATIONS USING UNIVERSITY OF CALIFORNIA BAY AREA DEFORMATION CORS STATION OBSERVATION FILES AND BASED ON THE CALIFORNIA SPATIAL REFERENCE CENTER DATUM, REFERENCE EPOCH 200035 CONCRETE COORDINATE DATUM IS NAD 83(1986) F,Q DATUM ELLIPSOID IS GRS80 € REFERENCE GEOID IS NGS99 DRIVEWAY CORS STATIONS USED WERE CNDR AND DIAB MW-2 ELEVATIONS ARE BASED ON SAN JOAOUIN COUNTY BENCHMARK ERM 237 ABASS DISC STAMPED "S-19 3 1977" SET IN A HEADWALL WITH A 36" DIAMETER PIPE AND GATE VALVE ON E WEST SIDE OF THE HIGHWAY FRONTAGE ROAD ON THE EAST SIDE OF HIGHWAY 99 ON THE APPRO ]MATE EXTENSION OF THE CENTERLINE OF FOPPIANO LN EAST OF STOCKTON ELEVATION = 32. 45 FE Speedy Mart 1450 H rbor Blvd Ste D Date January, 2002 0 1s 30 60 90 8200 N. Highway 99 Morrow Wes Sacramento Scale t" = 30' Morada Sheet 1 of 1 SCALE IN FEET San Joaquin Count "` • Cal ornia 812 Revised Californialiy SUrve (91 , wsurve in Field Book MW-10 tom�ma rowsurveying corn Dwg No 2750-021 AZ