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SU0007375 SSNL
EnvironmentalHealth
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SU0007375 SSNL
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Last modified
5/7/2020 11:33:01 AM
Creation date
9/6/2019 11:08:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007375
PE
2625
FACILITY_NAME
PA-0800259
STREET_NUMBER
12828
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
LODI
APN
05807023
ENTERED_DATE
9/15/2008 12:00:00 AM
SITE_LOCATION
12828 N LOWER SACRAMENTO RD
RECEIVED_DATE
9/12/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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FilePath
\MIGRATIONS\L\LOWER SACRAMENTO\12828\PA-0800259\SU0007375\NL STDY.PDF
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EHD - Public
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i <br /> 3.3 DISCUSSION OF ON-SITESEPTIC TANK REPAIR HISTORY <br /> San Joaquin County records reveal the existing septic system was repaired by installing 6 cubic <br /> I <br /> yard sump and 40 linear feet leach line on June 18, 1982. Record does not reveal any history of <br /> installation of septic system (See Appendix B). <br /> 3.4 DESCRIPTION OF EXISTING SEPTIC TANK USAGE IN GENERAL AREA <br /> Existing septic tank system includes 6 cubic yard sump and 40 linear feet leach line, which are <br /> 18 years old, were installed on June 18, 1982. <br /> 3.5 GENERAL AREA SEPTIC PERMIT HISTORY <br /> San Joaquin County records reveal the existing septic system was repaired in accordance with <br /> permit 82-305 dated June 9, 1982. This permit was issued by San Joaquin Local Health District. <br /> Permit was for the installation of leaching field, repair and sump installation. Record does not <br /> reveal any history of installation of septic system(See Appendix B). <br /> 3.6 DESCRIPTION OF GENERAL AREAS SEPTIC TANK REPAIR HISTORY <br /> An Environmental Health (liquid waste) repair permit no 82-305 was issued by San Joaquin <br /> Local Health District on June 9, 1982. Repair was made by abandoning existing leach line and <br /> installing 6 cubic yard sump and 40 linear feet leach line. <br /> 3.7 DESCRIPTION OF PROPOSED MAXIMUM SEPTIC USAGE <br /> Proposed septic tank usage is presented in the Nitrate Loading Study (NLS) prepared by James <br /> D Robinson, PE, CEG. This report is included in this report at the end. <br /> 4.0 GROUNDWATER ANALYTICAL TEST RESULTS <br /> 4.1 GROUNDWATER SAMPLE COLLECTION <br /> TEST conducted groundwater sampling activities at 12828 Lower Sacramento Road, Lodi on <br /> July 12, 2010 and July 20, 2010. During this visit, two sets of groundwater samples were <br /> collected from the faucet of the domestic well_ Each set contain three (3) 40-milliliter vials for <br /> DBCP testing. <br /> Decontamination procedures include a thorough washing of the bailer using a potable water and <br /> non-phosphate detergent (i.e., Alconox) wash with a double rinse using laboratory grade de- <br /> ionized water. <br /> Water from tap was filled in bailer to avoid splashing of water from tap. The 40-milliliter vials <br /> were filled using the flow control valve on the bottom of the disposable polyethylene bailer. The <br /> glass vials were labeled, placed in iced storage and delivered to KIFF Analytical LLC, a State of <br /> California certified analytical laboratory. Two 250-milliliter poly samples collected from the <br /> 2 k <br /> i <br />
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