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SR0033856_SSNL
Environmental Health - Public
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SR0033856_SSNL
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Entry Properties
Last modified
11/16/2020 11:14:48 AM
Creation date
9/4/2019 6:10:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0033856
PE
2601
STREET_NUMBER
8923
Direction
W
STREET_NAME
ETCHEVERRY
STREET_TYPE
DR
City
TRACY
Zip
95304
APN
24812002
ENTERED_DATE
5/16/2003 12:00:00 AM
SITE_LOCATION
8923 W ETCHEVERRY DR
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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FilePath
\MIGRATIONS\E\ETCHEVERRY\8293\SS STDY\SR0033856.PDF
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EHD - Public
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CIL <br /> NITRATE LOADING STUDY RESULTS <br /> A. GROUNDWATER INFORMATION <br /> 1. ESTIMATED GROUNDWATER GRADIENT <br /> The static water level measured in nearby wells for other projects indicate the water table to be from <br /> 48 to 60 feet below grade. The Lines of Equal Depth Map and the Lines of Equal Elevation Map <br /> published by the San Joaquin County Flood Control District do not illustrate the groundwater depth <br /> and elevation for the most recent year published (2002). However, the 1992 Lines of Equal Elevation <br /> map illustrates the groundwater flow to be in a northeasterly direction. This direction is confirmed by <br /> the environmental cleanup of the contaminant plume originating from the Tracy Defense Depot. <br /> 2. ANALYSIS OF UNDERLYING GROUNDWATER <br /> As referenced above, it is known that there is a serious nitrate problem in the Valpico area. The <br /> Environmental Health Department has requested that surrounding domestic wells not be tested for <br /> this investigation. The Department has stipulated the domestic well that will serve both residential <br /> structures on the subject parcel must have a grout seal to 200 feet. This seal will create a greater <br /> likelihood that water from aquifers below the Corcoran clay layer will theoretically have lower <br /> k nitrate concentrations than aquifers above the Corcoran clay layer. After the domestic well is <br /> installed for the Rinauro's, it should be tested for nitrate concentration. The Maximum <br /> Contaminant Level (MCL) for nitrate (as NO3) is 45 ppm. If the nitrate concentration is above this <br /> number, bottled water should be consumed for drinking and cooking purposes. <br /> B. SURFACE WATER INFORMATION <br /> Surface water consists of all other water sources originating on the surface of the project, other than <br /> septic system effluent. These sources include rainfall, surface runoff, domestic irrigation and <br /> stormwater retention. Stormwater retention areas have been denoted on the attached schematic. <br /> h f rainfall the <br /> The San Joaquin County of Public Works - Isoh etal Ma indicate 13xnc es o to be <br /> q tY Y p <br /> Mean Annual Precipitation in the area of the project. <br /> After the new house is built and the modular home moved on-site, a percentage of the land surface <br /> will be impermeably covered with structures, concrete, etc. This will have an attenuating effect on <br /> the downward migration of nitrate molecules currently "in-transit" and on nitrate yet to be formed. <br /> These impermeable surfaces will be traded for potential point sources of nitrate: the on-site septic <br /> system, lawns, and landscaping. Domestic irrigation recharge can account for 250 to 1,500 gallons of <br /> water/day/residence during the spring and summer months(approx. 6 mos. out of the yr). Excessive <br /> lawn and landscape watering can lead to nitrogen leaching, and runoff to open areas. However,the <br /> groundwater pumped by the on-site domestic well and used for domestic irrigation can reduce the mass <br /> balance of nitrate since all plants readily use nitrate as a food source. This is provided of course,that <br /> fertilizer is carefully applied to lawns, gardens and landscaping, if at all. For example: if the well water <br /> for the new well has a"guess-estimated" nitrate concentration of 30 ppm NO3, this equals 30 ppm x <br /> Page -4- <br /> Chesney Consuking <br />
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