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SU0005001 SSNL
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SU0005001 SSNL
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Last modified
5/7/2020 11:31:24 AM
Creation date
9/6/2019 10:07:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005001
PE
2666
FACILITY_NAME
PA-0500208
STREET_NUMBER
8868
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
APN
18108011
ENTERED_DATE
4/20/2005 12:00:00 AM
SITE_LOCATION
8868 E MARIPOSA RD
RECEIVED_DATE
4/19/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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FilePath
\MIGRATIONS\M\MARIPOSA\8868\PA-0500208\SU0005001\NL STDY.PDF
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EHD - Public
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km <br /> 6. March 22, 2005 <br /> NOA Project Number: E04132A <br /> bw 3.6 Septic Repair Permit History in the Vicinity <br /> The following septic system repair permits were found for the vicinity of the Site during file review <br /> L at EHD on November 19, 2004: <br /> Table 2. <br /> Vicinity Septic System Repair Permit Summary. <br /> Address,Date Tank Lines,Length,Pits Comments <br /> Capacity <br /> 7367 E.Mariposa,5-20-965 2,400 gal Four 60-in diameter by 25-ft Repair/addition of four seepage <br /> deep seepage pits pits <br /> 8723 E.Mariposa Rd,7-8-70 -- Addition of 40-ft leach lines, Repair/addition of leach lines <br /> 33-in diameter by 25-ft deep and seepage pits <br /> seepage pits <br /> 9028 E.Mariposa Rd,4-15-76 -- Addition of 90-ft leach line Repair/addition of a leach line <br /> 9028 E.Mariposa Rd,4-30-93 -- One 40-ft leach line,One 33- Repair/addition of a leach line <br /> in diameter by 25-ft seepage and seepage pit <br /> pit <br /> 9164 E.Mariposa Rd,9-7-89 1,200gal -- Repair/addition of a tank <br /> 9164 E.Mariposa Rd,10-3-72 800gal One leach line existing,One Repair/addition of one 100-ft <br /> added,80'existing,100' leach line <br /> added.Total=180' <br /> 9222 E Mariposa Rd I Not Reported Not Reported Destruction <br /> The repairs in the area are mostly for the addition of leach lines and seepage pits. <br /> ` 3.7 Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected usage would be for a primary residence and second dwelling unit on each <br /> LparceL Septic system design should be based on the On-Site Wastewater Disposal Standards or other <br /> engineering recommendations. <br /> r These assumptions are further discussed in Part II, Section 3, of the Nitrate Loading Study. <br /> r. <br /> L <br /> 4 <br /> V "004 <br /> L <br />
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