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SR0082156 SSNL
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Last modified
6/25/2020 10:25:46 AM
Creation date
6/25/2020 9:26:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082156
PE
2602
FACILITY_NAME
1901 PATTERSON AVE STOCKTON CA
STREET_NUMBER
1901
STREET_NAME
PATTERSON
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
08909108
ENTERED_DATE
6/4/2020 12:00:00 AM
SITE_LOCATION
1901 PATTERSON AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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TSok
Tags
EHD - Public
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°u'" SAN.,JDAQUIN Environmental Health Department <br /> COUNTY Wayne Fox, REHS, Interim Director <br /> Greatness grows here. PROGRAM COORDINATORS <br /> Robert McClellon,REHS <br /> Jeff Carruesco,REHS, RDI <br /> Willy Ng, REHS <br /> Muniappa Naidu, REHS <br /> COUD <br /> Michael Kith,REHS <br /> IF Melissa Nissim, REHS <br /> June 18, 2020 <br /> Jose Gutierrez & Fabiola Manjarrez <br /> 2345 East Acacia Street <br /> Stockton, California 95205 <br /> RE: Soil Suitability/Nitrate Loading Study <br /> 1901 North Patterson Avenue, Stockton <br /> APN: 08909108, SR0082156 <br /> The San Joaquin County Environmental Health Department (EHD) has reviewed the Soil Suitability/Nitrate <br /> Loading (SSNL) Study, dated May 29, 2020 for the above noted location and has the following comments for <br /> your consideration. <br /> The SSNL was prepared to determine the suitability of the above noted parcel for onsite wastewater treatment <br /> system (OWTS) usage and the potential long term impact of nitrates to groundwater from the proposed project <br /> development. The proposed development project includes: <br /> 1. A future 2-bedroom home with a total wastewater flow of 150 gallons per day (gpd). The wastewater <br /> flow of 150 gpd is not to be used for septic system design or size calculation. <br /> The estimated nitrate loading from proposed development shows a potential for nitrate impact to groundwater <br /> above water quality objectives. According to SSNL Study the estimated long-term impact of nitrate loading <br /> from the proposed OWTS usage is 18.5 mg/L-N; above the water quality objective of 10 mg/L-N. <br /> Based on the information provided, the EHD can make the following findings: <br /> 1. The SSNL Study supports the suitability for OWTS usage with the following conditions: <br /> a. The potential impact of the nitrate to ground water shall be mitigated. OWTS shall utilize supplemental <br /> treatment and meet performance requirements in Section 10.9 of Regional Water Quality Control <br /> Board OWTS policy (Boards Policy). <br /> b. Due to the percolation rate of 1.19 minutes per inch a 20 foot soil separation between the bottom of <br /> the disposal field and groundwater is required. <br /> c. A Registered Civil Engineer shall submit complete engineering design plans to EHD for approval prior <br /> to issuance of building permit. Fee will be based on the current fee schedule at time of payment. <br /> d. Annual permit is required. Fee for annual operating permit is due at time of OWTS permit application. <br /> e. To monitor the effectiveness of the supplemental treatment system, quarterly sampling of the effluent <br /> and under leach field is required. The first sampling shall be done six (6) months after the OWTS <br /> installation. Sampling results shall be submitted to EHD for review. The EHD may reduce the sampling <br /> frequency after one year of sampling. <br /> f. The proposed OWTS and 100% replacement area must meet all required minimum setbacks from any <br /> water wells. <br /> 1868 E. Hazelton Avenue I Stockton, California 95205 1 T 209 468-3420 1 F 209 464-0138 1 www.sjgov.org/ehd <br />
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