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SR0081715 SSNL
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SR0081715 SSNL
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Entry Properties
Last modified
2/10/2022 2:07:14 PM
Creation date
3/2/2020 10:49:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081715
PE
2602
FACILITY_NAME
NILE GARDEN ELEMENTARY SCHOOL
STREET_NUMBER
5700
Direction
E
STREET_NAME
NILE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
22607003
ENTERED_DATE
2/5/2020 12:00:00 AM
SITE_LOCATION
5700 E NILE AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Soil Suitability Nitrate Loading Study <br /> Manteca Unified School District <br /> 5700 East Nile Ave.,Manteca,CA <br /> Page 4 <br /> Condor on April 19, 2019. Historical permits available for the Site suggests groundwater has been as <br /> shallow as 5 feet bgs in 2004. <br /> Department of Water Resources (DWR's) GeoTracker website was additionally reviewed for potential <br /> groundwater information. A closed Leaking Underground Storage Tank (LUST) clean-up site, RB Case <br /> Number 391052 is located at 5151 Almondwood Drive, approximately 2,000 feet southwest of the site. <br /> According to the Fourth Quarter 2005 Groundwater Monitoring Report,dated December 16,2005 depth to <br /> groundwater, measured from eleven groundwater monitoring wells onsite, had a groundwater depth of <br /> approximately 5 to 7.5 feet bgs. The flow direction was reported to generally flow northwest at an average <br /> of 0.0009 feet per foot based on these monitoring wells. The direction of groundwater flow is confirmed in <br /> the Fall 2015 Groundwater Report published by the San Joaquin County Flood Control and Water <br /> Conservation District. <br /> 1.4.2 Existing and/or Potential Groundwater Contamination Issues in the General Location <br /> The presence of nitrates is not uncommon in shallow groundwater aquifers in the San Joaquin County <br /> region. Nitrate in groundwater occurs as a result of the application of fertilizers, livestock waste, and <br /> untreated septic tank waste.The Site is located within rural housing and agricultural farmlands and activities <br /> related to these practices and the use of existing septic systems should be considered potential <br /> contamination sources. In addition, elevated concentrations of nitrate (as NO3), arsenic, and 1,2,3- <br /> trichloropropane(TCP)have been detected in on-site water supply well(s). <br /> 1.4.3 Location,Type and Construction of Well and Well Sample(s) <br /> Two water supply wells are located on-site that are used for irrigation only due to contamination issues.No <br /> well construction details are readily available for the older well, identified as 3901169-001 (Global ID <br /> W0603901169). The newer well, known as Main Well #2 3901169-008, (Global ID W0603901169), was <br /> completed to a depth of approximately 290 feet, with a 200-foot sanitary seal. A copy of the well log for <br /> Main Well#2 is included in Appendix E. <br /> 1.4.4 Constituents Being Tested for in the Water Sample <br /> MUSD tests drinking water quality from the on-site water supply well on a regular basis for many <br /> constituents as required by state and federal regulations. According to the 2018 Consumer Confidence <br /> Report dated March 3, 2019, Main Well #2 testing confirmed the presence of coliform bacteria, lead, <br /> copper, nitrate as nitrogen (nitrate-N), arsenic and TCP. The older well contained nitrate (as NO3) at a <br /> concentration of 59.5 milligrams per liter(mg/L)in June 2002,which exceeds the drinking water Maximum <br /> Contaminant Level (MCL)of 45 mg/L. Main Well#2 has consistently contained elevated levels of arsenic <br /> and TCP. Arsenic in the well has ranged from 15 micrograms per liter(gg/L)to 39.1 µg/L, which exceed <br /> the MCL of 10 µg/L for arsenic,and TCP has been detected as high as 0.072 µg/L,which exceeds the MCL <br /> for TCP of 0.005 ttg/L. In response, safe drinking water is being provided to the school using bulk storage <br /> tanks to deliver the drinking water. Copies of readily available testing results pertaining to the wells <br /> (DWR's GAMA database)are included in Appendix E. <br /> 1.4.5 Sample Collection and Handling Methodology <br /> No groundwater samples were directly collected as part of this report. Available groundwater analytical <br /> results from Main Well#2 were downloaded from DWR's GAMA database. <br /> 1.4.6 Chain of Custody Documentation <br /> No chain of custody documentation is provided in standard consumer confidence reports. <br /> rs <br /> �i� CONDOR <br />
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