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SR0084171_SSNL
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SR0084171_SSNL
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Last modified
9/16/2021 11:43:19 AM
Creation date
9/16/2021 11:30:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084171
PE
2602
FACILITY_NAME
EAGLE'S NEST HARLEY DAVIDSON MOTORCYCLE SCHOOL
STREET_NUMBER
1362
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
14326006
ENTERED_DATE
9/1/2021 12:00:00 AM
SITE_LOCATION
1362 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Soil Suitability/ Nitrate Loading Study <br />Eagle's Nest Motorcycle School Stockton, California <br />July 27, 2021 Terracon Project No. NA217040 <br />Table 6. <br />Summary of Percolation Test. <br />1rerracon, <br />Test No. <br />Percolation Test <br />Percolation Rate <br />Test Duration <br />Comments <br />Date Tested <br />Depth feet <br />min/in <br />hours <br />see note <br />P4 <br />Unsatisfactory <br />07-07-2021 <br />25 <br />31.25 <br />4 <br />Percolation Rate <br />P5 <br />Satisfactory <br />16 <br />25 <br />4 <br />07-07-2021 <br />Percolation Rate <br />P6 <br />3.5 <br />0.0 <br />--- <br />Unsatisfactory <br />07-07-2021 <br />Percolation Rate <br />Note: A sanstactory percolation rate is tiU minutes per inch or less Tor shallow leach lines and 3U minutes per inch or less for septic <br />pits per San Joaquin County Onsite Wastewater Treatment Systems Standards (EHD 42-014), January 2017. <br />1.6.7 Discussion of Percolation Test Results <br />Based on the percolation tests results, percolation test boring P5 at 16 feet bgs achieved a <br />passing percolation rate of 30 minutes per inch or less for seepage pits. Boring P4 at 25 feet bgs <br />demonstrated a percolation rate of 31.25 minutes per inch which is slightly slower that the EHD <br />required 30 minutes per inch for seepage pits. The shallow percolation test P6 at 3.5 feet bgs <br />failed to demonstrate a satisfactory percolation rate of 60 minutes per inch for shallow leach lines. <br />Based on the percolation tests results, the site appears suitable for deep seepage pits. <br />1.6.8 Discussion of Septic System Sizing <br />In general, septic system construction should follow the San Joaquin County On -Site Wastewater <br />Disposal Standards (OWTS) where applicable. <br />2.0 NITRATE LOADING STUDY <br />Because of concern regarding nitrate leaching into groundwater from septic systems, a nitrate <br />loading analysis is required by the EHD for the proposed development to determine the potential <br />concentration of percolating effluent and rain fall over the long term. Where percolating effluent <br />leaches into the ground, groundwater quality may be impacted to some degree should the effluent <br />reach groundwater. <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 (1992), which provides a <br />convenient and simplified method to estimate long-term groundwater nitrate impacts on an area - <br />wide basis. <br />Hantzsche and Finnemore found that over a long period of time, water quality in the upper <br />saturated groundwater 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 planners <br />and local officials but with some real limitations. In their article published in Ground Water, <br />Responsive ■ Resourceful ■ Reliable 12 <br />
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