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SU0005186_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2600 - Land Use Program
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PA-0500401
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SU0005186_SSNL
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Last modified
11/19/2024 1:52:16 PM
Creation date
9/8/2019 12:49:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005186
PE
2611
FACILITY_NAME
PA-0500401
STREET_NUMBER
10748
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
APN
08607006 & 07
ENTERED_DATE
7/6/2005 12:00:00 AM
SITE_LOCATION
10748 N HWY 99
RECEIVED_DATE
7/6/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\10748\PA-0500401\SU0005186\NL STDY.PDF
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EHD - Public
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F <br /> ATE LOADING STUDY FINDINGS <br /> DWATER INFORMATION (SSS§4.1,NLS§ 2.0,§2.1,§2.2, and §2.3.) <br /> NLS§ 2.1 Static water level as measured in the on-site well with an electronic water level meter was <br /> 70 feet from the top of the casing. The 1999 Lines of Equal Depth Map published by the San Joaquin <br /> County Flood Control District indicates the static groundwater depth to be approximately 65 feet. <br /> Lines of Equal Elevation Maps from 1993, 1996, 1997, 1998 and the most recent map published, <br /> 1999, found in Appendix 6, illustrates the groundwater flow to be in the following directions for each <br /> year listed. The groundwater depth is estimated upon the elevation of the property at -37 ft MSL. <br /> TABLE 4 <br /> YEAR GROUNDWATER ESTIMATED MSL ESTIMATED DEPTH <br /> DIRECTIONAL FLOW GROUNDWATER ELEVATION TO GROUNDWATER <br /> 1999 Southeast -25 MSL 62 Feet(-68 Feet-2005) <br /> 1998 East Southeast -29 MSL 66 Feet <br /> 1997 Due East -35 MSL 72 Feet <br /> 1996 Southeast -37 MSL 74 Feet <br /> 1992 South Southeast -39 MSL 76 Feet <br /> SSS§4.2, NLS§ 2.2,3.1 A 1994 study done by EHD regarding nitrate impact in domestic wells <br /> located in the Morada area revealed that the domestic wells all had comparatively low nitrate <br /> concentrations. This is contrary to what would be expected given: 1.) The high number of housing <br /> units on septic systems, 2.) The fact that the Morada area was under heavy agricultural production <br /> prior to housing development, and 3.) The fact that upgradient agricultural production, along with <br /> upgradient commercial facilities on septic systems such as a Chevron gas station still exists. <br /> SSS§4.3,4.4,4.5,4.6, NLS§ 2.3. Analysis of On-site Domestic Well <br /> The domestic well that served the on-site homesite was purged by opening the hose bibb that was <br /> located on the south side of the garage(shed). The water was run for 15 minutes before sampling. <br /> This ensured that aquifer formation water was sampled and not stagnant well water. A clear plastic <br /> bottle was used for the nitrate sample and three VOC amber bottles with preservative. The samples <br /> were placed in a cooled ice chest and subsequently delivered to A&L Western Agricultural <br /> Laboratories in Modesto, CA under the attached Chain of Custody. <br /> The nitrate concentration of the on-site well water was determined to be a low 9 ppm nitrate (as NO3), <br /> with the Maximum Contaminant Level (MCL) for nitrate(as NO3) is 45 ppm, or 10 ppm as nitrate- <br /> nitrogen(NO3-N). The well water also had a DBCP/EDB test result of BDL(Below Detectable <br /> Limits). <br /> Pae -7- <br /> Chesney Consulting <br />
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