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SR0082150 SSNL
Environmental Health - Public
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SR0082150 SSNL
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Last modified
7/8/2020 1:37:57 PM
Creation date
7/8/2020 1:13:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082150
PE
2602
FACILITY_NAME
NEW HAVEN ELEMENTARY SCHOOL
STREET_NUMBER
14600
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20610005
ENTERED_DATE
6/3/2020 12:00:00 AM
SITE_LOCATION
14600 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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Tags
EHD - Public
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Soil Suitability Nitrate Loading Study <br /> Manteca Unified School District <br /> 14600 Austin Rd.,Manteca,California <br /> Page 3 <br /> Table 2 <br /> Summa of A(tioining Property Septic Permits <br /> Tank Leach Leach Seepage <br /> Address Date Permit# Type Size Line Line Pits/Sumps <br /> (Gallons) Quantity Length Quantity/Size <br /> (Feet) <br /> 14510 1993 93-0204 Septic Tank --- 1 40 4x8x 14 <br /> Austin Rd <br /> 14510 1974 SR0036791 Septic Tank 2,000 2 80 --- <br /> Austin Rd <br /> 14555 2006 SR0047808 Septic Tank 1,200 3 80 --- <br /> Austin Rd <br /> 14555 1974 74-24 Septic Tank 1,200 4 100 --- <br /> Austin Rd <br /> 14729 2012 SR0065975 Leach Line --- 2 80 --- <br /> Austin Rd <br /> 14729 1970 80-104 Leach Line 1 70 --- <br /> Austin Rd <br /> 14480 2012 SR0059253 Septic Tank 1,200 <br /> Austin Rd <br /> Based on the review of EHD permits, the septic systems in the area appear to use leach lines between 40 <br /> and 100 feet in length. Septic permit reports can be found in Appendix C of this report. <br /> 1.3.6 General Area Septic Tank Repair History <br /> Based on EHD permits there were not any septic tank repairs found in the immediate area, although leach <br /> line additions were noted at several nearby addresses. <br /> 1.3.7 Proposed or Expected Maximum Septic Tank Usage on Site <br /> MCR Engineering proposes to install an additional 5,000-gallon septic tank and associated leach lines in <br /> the south portion of the Site (Building H). The Proposed Leach Field "A" is designed as 7x100-feet lines <br /> and the Proposed Leach Field`B"is designed as 2x100-feet lines. Each proposed leach line includes 100% <br /> future reserve areas. The usage of the proposed new septic tank was calculated by MCR Engineering and <br /> can be found in Appendix D. A copy of the engineered septic design can be found in Appendix D. <br /> 1.4 GROUNDWATER INFORMATION <br /> 1.4.1 Depth and Gradient of Groundwater in the General Area <br /> Subsurface conditions at the Site are available through geotechnical borings advanced by Condor on <br /> February 15,2019 as well as historical groundwater information obtained for the Site. During the February <br /> 15, 2019 exploration, groundwater was encountered at a depth of 45 feet below ground surface (bgs). <br /> Groundwater was not encountered in percolation test holes excavated to a depth of 2 and 3 feet bgs by <br /> Condor on October 10, 2019. Historical groundwater data available for the Site suggests groundwater has <br /> been as shallow as 10 feet bgs in the 1960s but has been steadily declining since that time. Based upon a <br /> review of nearby Leaking Underground Storage Tank (LUST) sites on the GeoTracker database, <br /> groundwater beneath the Site is expected to flow north to northwest. <br /> rs <br /> il? CONDOR <br />
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