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April 6, 2022 <br /> BGG No. G130.09C <br /> LIMITATIONS <br /> This report has been prepared exclusively for the use of Valdovinos Development,Inc.and has been <br /> conducted in accordance with current professional standards; no other warranty is expressed or <br /> implied. <br /> The conclusions and recommendations contained in this report are based upon the information <br /> provided to us regarding the proposed improvements,subsurface conditions encountered at the field <br /> exploration location, and professional judgment. <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 values discussed herein <br /> should not be used for the design and sizing of the septic system. The design and sizing of the septic <br /> system should adhere to the San Joaquin County Environmental Health Department Onsite <br /> Wastewater Treatment Systems (OWTS) Standards. <br /> Should you have questions or need additional information, please contact us. We appreciate the <br /> opportunity to work with you on this project. <br /> Respectfully submitted, <br /> BAEZ GEOTECHNICAL GROUP <br /> Stefanie Parman-Ribeiro <br /> President <br /> Attachments: <br /> Plate 1 —Vicinity Map <br /> Plate 2—Site Plan <br /> Plate 3 —Nitrate Loading Calculation <br /> Appendix A—Percolation Test Results and Permit <br /> Appendix B—USDA Web Soil Survey <br /> Appendix C—Boring Log <br /> Appendix D—Rainfall and ETo Data <br /> Appendix E—References <br /> C:/BGG/G130 MISC/09 Valdovinos/C-17650 South Austin Manteca/Enriquez SSNL.doc <br /> BAEZ GEOTECHNICAL GROUP Soil Suitability Study and Nitrate Loading Study-Enriquez Residence,17650 Austin Road Page to <br />