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SU0006059 SSNL
Environmental Health - Public
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SU0006059 SSNL
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Last modified
5/7/2020 11:32:04 AM
Creation date
9/9/2019 10:54:46 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006059
PE
2627
FACILITY_NAME
PA-0600207
STREET_NUMBER
12100
Direction
W
STREET_NAME
VALPICO
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
24014024
ENTERED_DATE
5/23/2006 12:00:00 AM
SITE_LOCATION
12100 W VALPICO RD
RECEIVED_DATE
5/23/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\V\VALPICO\12100\PA-0600207\SU0006059\NL STDY.PDF
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EHD - Public
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1. INTRODUCTION <br /> This report presents the results of our studies and investigations of the soil and groundwater under <br /> the proposed St. Bernard's Catholic Church Complex. Physical and analytical test results from <br /> the surface and subsurface soils, and analytical testing of the underlying groundwater and <br /> comparable septic tank effluent, have produced data for the preliminary wastewater disposal <br /> system design criteria for the project. <br /> The San Joaquin County Environmental Health Department(EHD) requires Soil Suitability and <br /> Nitrate Loading Studies with corresponding septic system design criteria under Community <br /> Development Title 9-1105.2 (d) for projects in unsewered areas, in areas currently impacted with <br /> nitrate, or for projects that may adversely affect the underlying groundwater with nitrate. The <br /> EHD has been at the forefront of nitrate impact investigations and promoting the prevention or <br /> mitigation of environmental contamination from various sources of nitrate, particularly septic <br /> systems. <br /> A summary of the findings of these studies reveal that 1.)The surface soils to two feet are highly <br /> fractured and initially accept large volumes of water until they become saturated and seal over, 2.) <br /> Subsurface soils from two to three feet are dense and compact,probably due to tillage compaction, <br /> and impermeable under saturated conditions, 3.) Soils below three feet are permeable, 4.) Significant <br /> clayey gravel strata exist below 12 feet and extend to the water table, and 5.) There has been nitrate <br /> impact to the groundwater table under the subject property, which may be attributed to past <br /> agricultural production, along with natural influences under and upgradient to the property. <br /> Subject Site and Surrounding Area Description <br /> The project is in an area referred to as the South Schulte Specific Plan, which is currently adjacent <br /> to the Tracy City limits. This area is anticipated to be annexed to the City at some time in the <br /> future. Consequently,this project is currently considered a San Joaquin County project. The <br /> subject property is in the southwest corner of Valpico Road and Corral Hollow Road. Low <br /> density rural residential housing exists around the property,with a higher density housing on the <br /> east side of Corral Hollow Road. The Church of Latter-day Saints is located one-eighth mile to <br /> the west of the subject property. <br /> History of the Property and Surrounding Area <br /> The subject property has been in agricultural production for the past number of decades. Crops <br /> grown in this locale include row, grain and tree crops. The 1971 USDA aerial photo map appears <br /> to show the property to be in a grain crop. The history of the property and surrounding land use is <br /> important in explaining the environmental conditions within the soil and underlying groundwater. <br /> Before irrigation, the parcel and entire region were dry-land farmed. Plainview Irrigation District <br /> has supplied irrigation water to the subject parcel since 1951. Furrow irrigation was the water <br /> conveyance method over the parcel, which was done for row crops until the time the property was <br /> acquired by St. Bernard's Church. A tailwater basin was excavated next to the south side of <br /> Valpico Road to receive excess irrigation water flowing in a northward direction. <br /> Page -2- <br /> Chesney Consulting <br />
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