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SR0085847_SSNL
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SR0085847_SSNL
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Last modified
10/5/2022 11:20:46 AM
Creation date
10/5/2022 11:15:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085847
PE
2602
STREET_NUMBER
550
Direction
N
STREET_NAME
HEWITT
STREET_TYPE
RD
City
STOCKTON
Zip
95236
APN
09303063
ENTERED_DATE
9/30/2022 12:00:00 AM
SITE_LOCATION
550 N HEWITT 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 very low possibilities <br />that the percolating effluent could affect ground water conditions. <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 project: <br />site: The project, as described in this report, is sustainable by the site in current conditions. <br />Additions or modifications to the site may require the addition of a waste water treatment system. <br />At the time an addition is proposed, this report should be updated to ensure the adequate <br />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, we <br />excavated our test holes and performed the percolation test. It was assumed that the test holes and <br />percolation tests and the compiled data results are representative of the subsurface conditions in <br />the general area. The site complies with the San Joaquin County requirement by having a project <br />site with less than 10.0 mg/L-N. The values used for calculations assume that the nitrate <br />concentration of rainfall is 1 mg/L-N as previously noted (Hanztch/Finnermore). Also, the site <br />contains denitrification processes and that based on uses the site effluent stream is 45 mg/L-N. <br />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 in Nitrate :Loading Study: <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 />Q?,pF E S S/04, <br />M URA F2 <br />J m �l <br />11m <br />UJ <br />04*555277 Joe T <br />R.C.E.T52hY77 <br />2 <br />
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