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SR0081797_SSNL
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SR0081797_SSNL
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Last modified
11/19/2024 3:59:57 PM
Creation date
3/4/2020 9:34:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081797
PE
2602
STREET_NUMBER
20679
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20508004
ENTERED_DATE
2/25/2020 12:00:00 AM
SITE_LOCATION
20679 E HWY 120
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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February 24, 2020 <br /> BGG Job No. G 123.02 <br /> allowed to saturate overnight. Upon returning to the test hole on January 22,2020, it was observed <br /> that no water remained in the hole. Percolation testing was then performed by pouring <br /> approximately 6-to 8-inches of water into the test hole and measuring the drop in the water level <br /> over 30-minute intervals for a total period of 4 hours.The results of the percolation test are contained <br /> in Appendix A. <br /> Percolation Test Results <br /> A rate of 10.9 minutes/inch was recorded for the proposed winery septic system and leach field. <br /> SJCEHD defines a shallow percolation test hole as having a depth between 36 and 42 inches; a <br /> satisfactory percolation rate for a shallow test is one resulting in a water level drop greater than or <br /> equal to 1 minute per inch (min/in) but less than or equal to 60 min/in. For the site to utilize a <br /> standard septic system,one percolation test must demonstrate a satisfactory percolation rate within <br /> the proposed septic system disposal field. If rapid percolation occurs, a separation of 20-feet is <br /> required between the bottom elevation of the dispersal system and the ground water table;otherwise, <br /> mitigation by system design or enhancement is required, per SJCEHD. <br /> Discussion of Percolation Test Results <br /> The soils within the proposed septic system leach field area have demonstrated a satisfactory <br /> percolation rate for the use of a standard septic system in accordance with the requirements of the <br /> SJC EHD. Due to the percolation rate recorded,the SJC EHD will require a 20-foot separation from <br /> the bottom of the dispersal system to ground water(see Table 1). Ground water is anticipated to be <br /> encountered more than 50 feet bgs at the site; as such, modifications to standard septic systems <br /> should not be required. <br /> Discussion of Septic System Sizing <br /> Septic system construction utilizing leach lines should follow the San Joaquin County On-Site <br /> Wastewater Treatment Systems Standards(2017) where applicable. <br /> BAEZ GEOTECHNICAL GROUP Soil Suitability Study and Nitrate Loading Study-Zinc House Winery Page 5 <br />
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