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SU0004376 SSNL
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SU0004376 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:44 AM
Creation date
9/9/2019 10:21:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004376
PE
2632
FACILITY_NAME
PA-0200108
STREET_NUMBER
3685
Direction
E
STREET_NAME
STEVENSON
STREET_TYPE
AVE
City
STOCKTON
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
3685 E STEVENSON AVE
RECEIVED_DATE
4/2/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\S\STEVENSON\3685\PA-0200108\SU0004376\NL STDY.PDF
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EHD - Public
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Hughes Hardwoods 1.0 <br /> May 5,2003 <br /> Page 5 <br /> V' The percolation test borings were pre-soaked on May 1, 2003 according to the method prescribed <br /> by the EHD. One May 2, 2003, a 4-hour test was conducted for both tests in accordance with the <br /> requirements of the San Joaquin Division of Environmental Health Department and was <br /> observed by Mike Escotto of their office. The following table summaries the test results: <br /> Table 4. <br /> Summary of the Percolation Test. <br /> Name, Location Depth of test Length Result Comments <br /> Date Tested <br /> P-1 shallow, Proposed septic 3 feet 4 hours None Test failed to achieve the minimum <br /> 5/2/03 field percolation rate of<=60 min/inch for <br /> a"shallow"percolation test. <br /> bw <br /> P-1 deep, Proposed septic 25 feet 4 hours 15 Test achieved a satisfactory <br /> 5/2/03 field min/in percolation rate of<=30 min/in for a <br /> "deepercolation test. <br /> According the EHD, a septic system disposal field is acceptable if either the"shallow"or"deep" d1,2 <br /> percolation test has achieved a satisfactory percolation rate. Since the 25 foot deep boring <br /> achieved a satisfactory percolation rate and EHD allows seepage pits in this area, the septic <br /> system disposal field was found to be acceptable for use with shallow leach lines and seepage P:V <br /> pits according the Sewage Standards publication of the EHD of San Joaquin County. <br /> 6.0 NITRATE LOADING STUDY <br /> Because of the concern of nitrate leaching into ground water from septic systems, a nitrate <br /> loading analysis was required by the EHD for the proposed facility to measure the potential <br /> concentration of percolating effluent and rain fall over the long term. If the proposed <br /> development is disposing of septic effluent to land, ground water quality may be impacted to <br /> some degree. <br /> The method utilized for the nitrate loading analysis is based on a simple mass balance formula, <br /> _ discussed in a published article by Hantzsche and Finnemore,3 which provides a convenient and <br /> simplified method to estimate long-term ground-water nitrate impacts on an area-wide basis. <br /> Hantzsche and Finnemore found that over a long period of time, water quality in the upper <br /> saturated ground-water zone closely approximates the quality of percolating recharge waters. <br /> They believe that their method is a good planning tool and provides useful information to <br /> 3 Hantzshe N.N.,Finnemore,E.J. 1991,Predicating Ground-Water Nitrate-Nitrogen Impacts. Ground <br /> '.. Water,Vol.30,No.4. <br /> ?pERtO <br /> o � <br /> �ttoc• <br />
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