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SR0083513_SSNL
Environmental Health - Public
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2600 - Land Use Program
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SR0083513_SSNL
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Last modified
5/20/2021 2:35:50 PM
Creation date
5/20/2021 2:32:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083513
PE
2602
FACILITY_NAME
8675 CAREY CT
STREET_NUMBER
8675
Direction
N
STREET_NAME
CAREY
STREET_TYPE
CT
City
STOCKTON
Zip
95212
APN
08556007
ENTERED_DATE
4/6/2021 12:00:00 AM
SITE_LOCATION
8675 N CAREY CT
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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30 March 2021 AdvancedGeo <br /> Project No. 21-6352 An Employee-Owned Compony <br /> Page 15 of 15 <br /> • Properly and regularly maintain the property septic system. <br /> • Use EHD criteria for sizing the septic disposal field. <br /> • Utilize an advanced treatment system to reduce nitrate loading and the percolation <br /> rate. <br /> If re-location or expansion of leach fields becomes necessary, leach lines should include <br /> high organic substrates under and surrounding the lines installed. <br /> 12.0. CONCLUSIONS AND RECOMMENDATIONS <br /> Based on this Soil Suitability and Nitrate Loading Study, AGI concludes the following: <br /> • The percolation rate meets the minimum EHD standards in the proposed septic <br /> system disposal field. <br /> • The nitrogen loading rate is above the desired value of 10 ppm. <br /> • Nitrates were detected below the State of California Maximum Contaminant Level <br /> in the onsite waterwell; and DBCP was not detected above the laboratory reporting <br /> limit. <br /> • All approved septic system use should follow the EHD Onsite Wastewater <br /> Treatment System Standards. <br /> 13.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily <br /> exercised by environmental consultants practicing in this or similar localities. The findings <br /> were based on field testing results. Evaluations of the hydrogeologic conditions at the site <br /> for the purpose of this investigation were made from a limited number of available data <br /> points (i.e., test hole and field data) and subsurface conditions may vary away from these <br /> data points. No other warranty, expressed or implied, is made as to the professional <br /> interpretations, opinions and recommendations contained in this report. <br />
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