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April 17, 2019 <br /> BGG Job No. GOO 1.05 <br /> exploration locations,and professional judgment. Site conditions described in this report are those <br /> existing at the time of our field exploration; it is not warranted that they are representative of such <br /> conditions at other locations or times. The locations of the subsurface explorations were estimated <br /> by pacing from existing features and should be considered approximate only. <br /> This report is not an environmental assessment; it does not claim to identify recognized <br /> environmental conditions or health and safety concerns for the site. The estimated values discussed <br /> herein should not be used for the design and sizing of the septic system. The design and sizing of <br /> the septic system should adhere to the San Joaquin County Environmental Health Department On- <br /> Site Wastewater Treatment Systems Standards. <br /> Should you have questions or need additional information, please contact Stefanie Parman at <br /> (209)602-6569 or smpAbaezgeotechnicalgroup.com. We appreciate the opportunity to work with <br /> you on this project. <br /> 0 @ROFEyp <br /> Respectfully submitted, �,� �NlR. <br /> BAEZ GEOTECHNICAL GROUP „� �Ve' 2339 a <br /> N"9�F�F CHNI�P��� <br /> CALIFO <br /> Stefanie M. Parman William R. Stevens <br /> Project Engineer Principal Engineer . <br /> GE 2339 <br /> Attachments: <br /> Plate 1 —Vicinity Map <br /> Plate 2—Site Plan <br /> Plate 3—Nitrate Loading Calculation <br /> Appendix A—Web Soil Survey <br /> Appendix B—Boring and Test Pit Logs <br /> CAUsers\Stefanie Parman\Desktop\BGG\G001-DFV\.05 Guard Shack\DFV Guard St Soil Suitability.doc <br /> BAEZ GEOTECHNICAL GROUP Soil Suitability Study and Nitrate Loading Study-DFV Guard Station Page 11 <br />