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SU0012939 SSNL
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SU0012939 SSNL
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Last modified
1/16/2020 11:13:54 AM
Creation date
9/4/2019 11:30:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012939
PE
2690
FACILITY_NAME
LA-01-73
STREET_NUMBER
12897
Direction
S
STREET_NAME
COMETA
STREET_TYPE
RD
City
OAKDALE
Zip
95360-
APN
20726011
ENTERED_DATE
1/16/2020 12:00:00 AM
SITE_LOCATION
12897 S COMETA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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FilePath
\MIGRATIONS\C\COMETA\12897\LA-01-04\NL STDY.PDF
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EHD - Public
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r <br /> October 12,2000 <br /> Job Number:LG00-312 <br /> Page 12 . <br /> adequate drainage for a conventional residential septic system utilizing leach lines and seepage <br /> pits. The septic permit review has shown that conventional septic systems with seepage pits are <br /> f used in the area. The depth to ground water is fairly deep, about 76 to 80 feet and the nitrate <br /> level measuredin the well appears to indicate the water is probably at or near"natural <br /> concentration levels"with respect to nitrates. No DBCP was found in the groundwater. <br /> The aquifer appears to be quite heterogeneous with many sand/clay layers ranging <br /> between 1 and 40 feet thick located within the unsaturated and saturated zones. This <br /> heterogeneity was observed in our shallow drilling to a maximum depth of 25 feet. The aquifer. <br /> ' confinement is unknown however it appears that no nitrate impacts from local dairy"operations, <br /> agriculture, cattle grazing, or septic systems are observable within the aquifer at the inlet depth <br /> and location of water well. Based on this information, it is possible that there is a real, apparent, <br /> or functional low permeable zone(s)located between the surface and ground water. <br /> If septic systems are to'be utilized, a discontinuous and heterogeneous zone consisting of <br /> many clay layers and fairly deep ground water is more preferable then say Manteca conditions <br /> consisting of clean sand and shallow ground water. Based on the information available,the soil <br /> and hydrogeologic conditions appear to be favorable for the proposed development. The _clay <br /> layers will vrobably inhibit the downwardercolation of the treated septic effluent-and rain fall. <br /> The benefit of evapotranspiration could be expected in the shallow septic field that will remove 64 <br /> moisture and consume nitrogen. <br /> The nitrate loading analysis suggests that the area can sustain the long term use of 3 and 4 <br /> bedroom homes. The minimum acreage to support the nitrate load from a three(3)bedroom <br /> home(three occupants) septic system is about 0.75 acre. The minimum acreage to safely support <br /> the nitrate load from a four(4)(bedroom home(four occupants) septic system is about 1.0 acre. <br /> Keep in mind that over the life of a home and family,the home will probably not be completely <br /> occupied. This fact adds an additional factor of safety. <br /> Regarding parcels 16, 18,20, and 22,the nitrate loading analysis has indicated that the <br /> parcels are too small in size (allowing potential high density growth)to safely support the use of a <br /> conventional septic system.. If at some time in the future the lots were increased in size to 0.75 <br /> acres or larger and satisfactory percolation rates were achieved,these lots would be suitable for <br /> similar residential development. <br /> Based on the results of this study,parcels 1-15, 17, 19, and 21 are suitable for use with a <br /> conventional septic system. The nitrate analysis has shown that based on the different sizes of the <br /> proposed parcels, parcel numbers i through 14 exceed the minimum acreage requirement for a 4- <br /> ti <br /> 4 <br />
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