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SU0004624 SSNL
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SU0004624 SSNL
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Last modified
5/7/2020 11:30:59 AM
Creation date
9/5/2019 10:56:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004624
PE
2622
FACILITY_NAME
PA-0400475
STREET_NUMBER
23607
Direction
S
STREET_NAME
HANSEN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
20913017
ENTERED_DATE
9/2/2004 12:00:00 AM
SITE_LOCATION
23607 S HANSEN RD
RECEIVED_DATE
8/30/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HANSEN\23607\PA-0400475\SU0004624\SS STDY.PDF
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EHD - Public
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i <br /> r(§ 4.0) LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> (§ 4.1) The 1999 Lines of Equal Depth Map and the 2003 Lines of Equal Elevation Map published <br /> by the San Joaquin County Flood Control do not illustrate the groundwater depths in this location of <br /> San Joaquin County due to the large variability in depths for this region. Typically, groundwater <br /> flow direction follows the topography of the land. According to the USGS Topographical map, the <br /> flow direction is theoretically in a northeast direction. <br /> It is anticipated that static groundwater is found approxima e�y 60 fe under the property. This is <br /> based upon groundwater studies done in the locale of the subs ct perty, specifically on Grant j <br /> Line Road. The groundwater elevation was found to be 10 feet below grade at the 50-foot MSL <br /> contour line on Grant Line Road, thus making the groundwater elevation 40 feet MSL. The subject <br /> property well is at approximately 100 feet MSL, thus making the groundwater elevation 60 feet <br /> MSL. <br /> Well Drillers' Logs for nearby domestic wells were found in the microfiche files at EHD. The <br /> underlying soil lithology consists of alternating strata of sands, clays and silts. <br /> i <br /> It is my understanding the property is not subject to 100-year flooding, but this final determination <br /> will be made by the Land Surveyor for the project, Mr. Chris Johnson, PLS. <br /> (§4.3 and 4.5) As referenced, there is one well on the subject property. This well was allowed to <br /> pump water for 15 minutes to ensure the sampling of aquifer formation water,with the pump <br /> cycling 5 times. The sample wast the hose bibb at the synth e of the house, near the <br /> door. This sample was analyzed fo nitrate d the agrichemidyal DBCP. clear plastic bottle was <br /> used for the nitrate samples and thr e amb VOC bottles with reservati a were used for the DBCP <br /> samples. ' <br /> (§ 4.6) The samples were placed in a cooled ice chest and transported under the attached Chain of <br /> Custody to A&L Labs in Modesto, California to be analyzed for nitrate, and the agrichemical <br /> Dibromochloropropane (DBCP). <br /> and ) The well water analysis reveals a very hfitrate-NO3) concentration <br /> 106 ppm r the domestic well. DBCP were found ton-Detect The Maximum <br /> C t Level (MCL) for nitrate in drinking water is 45 ppm. 3 nitrate concentration <br /> may be attributed to: 1.) Nitrate concentrations that have percolated down to the deeper aquifers <br /> from upgradient agricultural fertilizers, 2.) There may be thin intervening clay soil strata below this <br /> locale,which may not attenuate downward nitrate movement, 3.) There is significant gravel strata <br /> underlying the region which is allowing nitrification and high nitrate impact to the underlying <br /> aquifers, especially at the shallower depths, or 4.) Surrounding septic systems density may be <br /> causing the high nitrate. Septic system density could be considered somewhat implausible because <br /> most of the on-site septic systems in this locale are theoretically crossgradient or downgradient to <br /> the subject property. <br /> Page-4- <br /> Chesney Consulting <br />
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