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SR0085236_SSNL
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SR0085236_SSNL
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Last modified
5/25/2022 10:54:24 AM
Creation date
5/25/2022 10:13:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085236
PE
2602
FACILITY_NAME
12405 E BRANDT RD
STREET_NUMBER
12405
Direction
E
STREET_NAME
BRANDT
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05132006
ENTERED_DATE
5/4/2022 12:00:00 AM
SITE_LOCATION
12405 E BRANDT RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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6.0 Discussion of nitrate loading results relative to proposed method of <br />wastewater disposal <br />6.1 Discussion of total nitrate impact from proposed project: There are possibilities that the <br />percolating effluent could affect water conditions. The Hanztch/Finnemore equation has an <br />added factor of safety, which is not accounted for, as it does not include lateral dispursment in its <br />calculations diminishing those risks. No major additions should be made beyond the proposed <br />improvements mentioned previously without an update to this report. <br />6.2 Description of the methods proposed to mitigate any known or future impact to soil and <br />groundwater from nitrate and/or other constituents of concern, at and/or around the <br />project site: The project, as described in this report, is sustainable by the site in current <br />conditions. Additions or modifications to the site may require the addition of a wastewater <br />treatment system. At the time an addition is proposed, this report should be updated to ensure the <br />adequate improvements are made. <br />7.0 CONCLUSION AND RECOMMENDATIONS SECTION <br />The conclusions of this report are based on the information provided regarding the proposed <br />development, the use of the subject property, and the site conditions as they existed at the time <br />the test holes were excavated and the percolation tests were performed. It was assumed that the <br />test holes and percolation tests and the compiled data results are representative of the subsurface <br />conditions in the general area. The site complies with the San Joaquin County requirement by <br />having a project site with less than 10.0 mg/L-N. The values used for calculations assume that <br />the nitrate concentration of rainfall is 1 mg/L-N as previously noted (Hanztch/Finnermore). Also, <br />the site contains denitrification processes and that based on uses the site effluent stream is 35 <br />mg/L-N. Analyzing all the compiled data, the site is adequate for the proposed use. <br />7.1 APPENDIX <br />Attachments are all included at the end of this report as part of the Appendix. <br />8.0 LIMITATIONS <br />Limitations use in Soil Suitability Report: <br />Our services were performed, our findings obtained, and our conclusions proposed in accordance <br />with generally accepted engineering principles and practices. The warranty is in lieu of all other <br />warranties either expressed or implied. Test findings and statements of professional opinion do <br />not constitute a guarantee or warranty, expressed or implied. <br />FESS/p <br />MM y <br />0 <br />
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