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SU0004854 SSNL
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SU0004854 SSNL
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Last modified
5/7/2020 11:31:17 AM
Creation date
9/5/2019 10:59:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004854
PE
2625
FACILITY_NAME
PA-0300638
STREET_NUMBER
16100
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06504033
ENTERED_DATE
2/22/2005 12:00:00 AM
SITE_LOCATION
16100 E HARNEY LN
RECEIVED_DATE
12/17/2003 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\H\HARNEY\16100\PA-0300638\SU0004854\NL STDY.PDF
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EHD - Public
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li <br /> March 3, 2005 <br /> NOA Project Number: E04155A <br /> v Address,Date Tank Lines,Length,Pits Comments <br /> Capacity <br /> 1 15789 E Harney Lane,7-24-03 1,200 gal Three lines,40-ft each and three New installation for a <br /> 25'by 36"pits residence <br /> 16025 E Harney Lane,11-17-03 1,600 gal Two lines,60-ft each and two 25' New installation is for a <br /> j by 42"pits residence <br /> 16145 Harney Lane,4-8-91 1,600 gal Two lines,85-ft each and two 25' New installation for a <br /> {{ by 36" its commercial o eration <br /> [The majority of septic systems in the area appear to utilize deep leach lines and seepage pits. <br /> /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 /> at ET-4D on January 6, 2005: <br /> Table 2. <br /> ` <br /> Vicinity Septic System Repair Permit Summary. <br /> Address,Date Tank Lines,Length,Pits Comments <br /> Capacity <br /> ` t 16450 E Harney Lane,5-2483 1,200 gal Two lines,40-ft each Repair of system <br /> and two 25'by 36"pits <br /> i <br /> 17196 E Harney Lane, 12-8-99 Not reported Not re orted Destruction of the system <br /> The repair permits found during the file review are for the repair of a septic system and for the <br /> destruction of a septic system. <br /> r <br /> /3.7 Expected On-Site Maximum Septic Tank Usage <br /> t <br /> Maximum expected usage would be for a primary residence on the parcel and for the attendants of <br /> the religious assemblies. Please see section 3.4.1 of the Nitrate Loading Study. Septic system design <br /> ' should be based on the On Site Wastewater Disposal Standards or other engineering recommendations. <br /> /4'0 GROUND WATER INFORMATION <br /> 4.1 Ground Water Depth and Gradient <br /> The San Joaquin County Flood Control and Water Conservation District(1998 and 1999) ground <br /> water depth and elevation maps were reviewed to determine the ground water levels near the Site. <br /> The Fall 1998 and Spring 1999 maps are the most current official maps available from the County. <br /> 4 <br /> { <br /> E <br />
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