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- 10/ 14/ 2004 09 : 55 209467" AGE STOCKTON PAGE 02 / 0 <br /> Richard A. Wadsworth <br /> Mid Coast Engineers Civil Engineer <br /> Stanley 0. Nielsen <br /> Civil Engineers and Land Surveyors Land Surveyor <br /> 70 Penny Lane, Suite A - Watsonville, CA 95076 Lee D. Vaage <br /> phone: (831) 724-2580 Land Surveyor <br /> fax: (831) 724-8025 Jeff S. Nielsen <br /> e-mail: IeeQmidcoastengineers.eom Land Surveyor <br /> I <br /> November 4, 2003 <br /> Tim Cuellar <br /> Advanced GeoEnvironmental, Inc. <br /> 837 Shaw Road <br /> Stockton, CA 9521. 5 <br /> Re: Pack Pride — South EI Dorado Street, 3147 South El Dorado Street, Stockton, <br /> California; AGE Project No. AGE-NC47-0301 , MCE Job No. 03224 <br /> Dear Mr. Cuellar, <br /> As you requested, on September 26 we surveyed five monitoring wells located at the <br /> referenced site. Our findings are listed on the attached sheets, expressed in State Plane <br /> Coordinates and Latitude/Longitude, <br /> A notch was cut in the north rim of the PVC casing (TOC) and a cross chiseled in the <br /> north rim of the boxOB . <br /> (T ) <br /> Measurements were obtained from conventional survey techniques in combination with <br /> GPS techniques C P <br /> q (Code G . S , usingcontrol points HS4489 1413 and HS47 <br /> P (Q ) 63 <br /> (STOCKTON SOUTHWEST BASE) as published by NGS/NOAA and listed on their web site. <br /> Latitude and Longitude as shown were determined from the California Coordinate System, Zone <br /> 30 NAD 83 Datum. The accuracy range of the reported information is +/- 1 cm, CIPS equipment <br /> is the Trimble 5700 system (Code T57). <br /> The benchmark used for this survey is City of Stockton Control Point #259, a brass disk <br /> marking COS monument stamped "8S44" in monument box at approximate centerlines of <br /> Country Club Boulevard and Mission Road. Elevation = 5 .71 feet, NAVD88. <br /> Please let me know if you have questions or need additional information. <br /> Yours truly, <br /> . VA <br /> Lee D. <br /> ��N�_tki' It. ,111 •'S� ti� <br />