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SU0003984 SSNL
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SU0003984 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:28 AM
Creation date
9/9/2019 10:53:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003984
PE
2622
FACILITY_NAME
MS-01-18
STREET_NUMBER
11130
Direction
S
STREET_NAME
UNION
STREET_TYPE
RD
City
MANTECA
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
11130 S UNION RD
RECEIVED_DATE
4/12/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\U\UNION\11130\MS-01-18\SU0003984\SS STDY.PDF
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EHD - Public
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a. <br /> March 22, 2004 <br /> NOA Project Number: LE03-392 <br /> Page 7 <br /> was observed, the holes were checked for refill. The refill level is 6 inches of water above the <br /> bottom level of the percolation test hole. The readings were taken every 30-minutes for a <br /> duration of 4 hours. <br /> a A satisfactory percolation rate for a shallow (3-3.5 foot deep) test is 60 min/in or less. A <br /> summary of the percolation tests are presented next in Table 4. <br /> Table 4. <br /> ` Summary of Percolation Tests. <br /> Test No., Percolation Percolation Rate Test Comment <br /> IPP Date Tested Test Depth(ft) (minutes/inch) Duration <br /> P-1 shallo1-9-04 3.0 , 8 4 hr Test was conducted <br /> (Designated Re ander approximately 75 feet <br /> Parcel) from an existing <br /> domestic water well. <br /> P-2 shallo e <br /> 1-9-04 3.0 <5 4 hr Satisfactory test <br /> Parcl <br /> 6.5 Discussion of Percolation Tests <br /> As a result of the percolation testing, Parcel 1 demonstrated a satisfactory percolation rate in <br /> accordance with the requirements of the San Joaquin County EDH. The percolation rate was <br /> observed to be 8 minutes per inch. <br /> The site appears to be suitable for a filter bed type septic system for Parcel 1. The percolation <br /> test conducted on the designated remainder parcel achieved a satisfactory percolation rate. <br /> Should a second dwelling unit be proposed for either parcel, a percolation test may be required <br /> by the EHD within the proposed leach field area to determine the suitability of the soils. <br /> 7.0 CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, a satisfactory percolation rate was achieved on Parcel 1. No ground water was <br /> encountered in any of the borings drilled on the property. The depth to ground water is <br /> approximately 25 to 27 feet below the ground surface for the period Fall 1998 and Spring 1999. <br /> An onsite water well was tested for nitrate and DBCP. The results will be submitted in a <br /> separate letter to EHD. <br /> Though a percolation test was conducted on the designated remainder parcel, it was not a <br /> requirement for project approval. This test would have been required if the 7.77 acre had not <br />
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