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SR0081492 SSNL
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Last modified
3/9/2020 1:30:58 PM
Creation date
1/23/2020 10:17:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081492
PE
2602
FACILITY_NAME
10196 S PRIEST RD
STREET_NUMBER
10196
Direction
S
STREET_NAME
PRIEST
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19322068
ENTERED_DATE
12/6/2019 12:00:00 AM
SITE_LOCATION
10196 S PRIEST RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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Z <br /> "\ z, SAN.JOAQUIN a <br /> Environmental Health Department <br /> �C' COUNTY Kasey Foley, REHS, Interim Director <br /> ue greatness grows here. PROGRAM COORDINATORS <br /> Robert McClellon, REHS <br /> Jeff Carruesco, REHS, RDI <br /> Willy Ng, REHS <br /> Muniappa Naidu, REHS <br /> Michael Kith, REHS <br /> Melissa Nissim, REHS <br /> January 2, 2019 <br /> Michael George <br /> 9525 South Priest Rd <br /> French Camp, CA 95231 <br /> RE: Soil Suitability/Nitrate Loading Study <br /> 10196 S. Priest Rd, French Camp <br /> APN 193-220-680, SR0081492 <br /> The San Joaquin County Environmental Health Department (EHD) has reviewed the Soil Suitability/Nitrate <br /> Loading Study (SSNL) dated November 15, 2019 and submitted on December 6, 2019 for the above noted <br /> location and has the following comments for your consideration. <br /> The SSNL Study was prepared to determine the suitability of the above noted location for onsite wastewater <br /> treatment system (OWTS) usage, including to estimate the potential for nitrate impact to groundwater, for the <br /> proposed project development. The proposed development includes: <br /> 1. A 2,900 square foot, four bedroom residence. <br /> 2. OWTS usage from proposed four bedroom residence resulting in wastewater of 560 gallons a day. <br /> The estimated nitrate loading from this existing and proposed usage shows a potential for nitrate impact to <br /> groundwater above water quality objectives. According to SSNL Study, the estimated nitrate loading from the <br /> proposed OWTS usage is 15.37 mg/L-N; it is 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 <br /> supplemental treatment and meet performance requirements in Section 10.9 of Regional Water <br /> Quality Control Board OWTS policy (Boards Policy). <br /> b. A Registered Civil Engineer shall submit complete engineering design plan to EHD for approval <br /> prior to issuance of building permit. Fee will be based on the current fee schedule at time of <br /> payment. <br /> c. Percolation test conducted at the site percolates at the rate of 2.60 minute per inch. The OWTS <br /> shall have a minimum distance of 20 feet from bottom of dispersal system to groundwater. <br /> d. Annual permit is required. Fee for annual operating permit is due at time of OWTS permit <br /> application. <br /> e. To monitor the effectiveness of the supplemental treatment system, quarterly sampling of the <br /> effluent and under leach field is required. The first sampling shall be done six (6) months after the <br /> OWTS installation. Sampling results shall be submitted to EHD for review. The EHD may reduce <br /> the sampling frequency after one year of sampling. <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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