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SU0003424_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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12 (STATE ROUTE 12)
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2600 - Land Use Program
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PA-0400177
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SU0003424_SSNL
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Last modified
11/19/2024 3:46:23 PM
Creation date
9/9/2019 10:26:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003424
PE
2632
FACILITY_NAME
PA-0400177
STREET_NUMBER
6318
Direction
E
STREET_NAME
STATE ROUTE 12
City
LODI
APN
04912003
ENTERED_DATE
4/16/2004 12:00:00 AM
SITE_LOCATION
6318 E HWY 12
RECEIVED_DATE
4/13/2004 12:00:00 AM
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\HWY 12\6318\PA-0400177\SU0003424\NL STDY.PDF
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EHD - Public
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.,/ <br /> June 14, 2005 <br /> /6.6 <br /> NOA Project Number: E05066A <br /> Percolation Test Forms and Results <br /> The completed percolation test form is included in the appendix of this report. <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth;a <br /> satisfactory percolation rate for a shallow test is less than or equal to 60 minutes per inch drop. <br /> One percolation test must demonstrate a satisfactory percolation rate within the proposed septic <br /> ` system disposal field of each parcel to utilize a standard septic system. Details of the percolation <br /> tests are summarized in Table 5. <br /> " Table 5. <br /> / Summa of Percolation Tests. <br /> 1/ Test No., Percolation Percolation Rate Test Comment <br /> Date Tested Test Depth(ft) minutes/inch) Duration (see notes) <br /> P-1 shallow,6/9/2005 3.13 4.24 4-hr Satisfactory percolation rate <br /> Parcel 1 <br /> Note: A satisfactory percolation rate for a"shallow'test is ess than or equal to 60 minutes per inch. <br /> 6.7 Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas the parcel have demonstrated a satisfactory percolation <br /> /rate in accordance with the requirements of the EHD for the use of a standard septic system. <br /> d 6.8 Discussion of Septic System Sizing <br /> Septic System Construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. Refer to the attached Nitrate Loading Study for additional discussion of <br /> recommendations for the project. <br /> 7.0 CONCLUSIONS <br /> In summary,a percolation rate of the soil that meets the minimum EHD standards was achieved in <br /> the proposed septic disposal area of the Site. Refer to the attached Nitrate Loading Study for a <br /> further discussion of conclusions for the project. <br /> No ground water was encountered in any of the borings drilled on the property. The depth to <br /> ground water was found to be approximately 50-60 feet below the ground surface for the period of <br /> Fall 1998 and Spring 1999 based on the San Joaquin County Ground Water Maps. The on-site water <br /> well was tested for nitrate and DBCP. DBCP and was non-detectable in the water sample. Nitrate <br /> was found at 9.83 mg/L-NO3i below the MCL of 45 mg/L-NO3. No records were found at EHD as <br /> to the depth of the well. <br /> 9 <br />
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