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July 31, 2023 <br /> BGG No. G130.09D <br /> LIMITATIONS <br /> This report has been prepared exclusively for the use of Valdovinos Development, Inc. and Mr. <br /> Arturo Becerra and has been conducted in accordance with current professional standards;no other <br /> warranty is expressed or 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 Stefanie Parman at <br /> (209) 602-6569. We appreciate the opportunity to work with you on this project. <br /> I? fESSI, <br /> Respectfully submitted, R.S <br /> BAEZ GEOTECHNICAL GROUP <br /> � Na, C0430�� Si� <br /> I I J"'� " h, .. <br /> Stefanie Parman- eiro William R. Stevens <br /> President/Project Engineer Principal Engineer <br /> CE 43010 <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 /> E:/BGG/G130 MISC/09 Valdovinos/D-18163 South Carrolton Ave^J Ripon/Carrolton SSNL.doc <br /> BAEZ GEOTECHNICAL GROUP Soil Suitability Study&Nitrate Loading Study-Becerra Residence,18163 S.Carrolton Road Page 10 <br />