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SR0085844_SSNL
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ESCALON BELLOTA
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2600 - Land Use Program
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SR0085844_SSNL
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Last modified
10/12/2022 3:49:00 PM
Creation date
10/12/2022 3:37:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085844
PE
2602
FACILITY_NAME
16402 S ESCALON BELLOTA RD
STREET_NUMBER
16402
Direction
S
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
ESCALON
Zip
95320
APN
22908028
ENTERED_DATE
9/29/2022 12:00:00 AM
SITE_LOCATION
16402 S ESCALON BELLOTA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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28 September 2022 <br />Project No. 22-6994 <br />Page 10 of 15 <br />AdvancedGeo <br />An Employee Owned Company <br />information provided by the United States Department of Agriculture's Soil Geographic <br />Database (USDASGD). The USDASGD soil survey indicates the soil type for the property <br />is predominantly composed of the Madera -Alamo complex having 0 to 1 percent slopes <br />(#195). The Madera -Alamo complex is composed of alluvium derived from granitic rock <br />sources. Soils are described as moderately well drained, with very high runoff, and salinity <br />ranging from 0.0 to 2.0 millimhos per centimeter (mmhos/cm). The Madera -Alamo <br />complex typically features sandy loam from 0 to 10 inches bsg; clay from 10 to 20 inches <br />bsg; and indurated soils from 20 to 60 inches bsg. <br />7.2. MASS TRANSPORT PROPERTIES OF UNDERLYING SITE SOILS <br />The percolation test and dominant soil type at the site indicates that the soils are semi- <br />permeable and have moderate water storage. These soils will allow moderate infiltration <br />of water through the surface soils. The longer the effluent remains near the surface, the <br />more treatment is enhanced due to natural processes within the soil. If the permeable <br />soils exist to the depth of the groundwater table, it is possible that surface contaminants <br />may be transported fairly rapidly. <br />8.0. GROUNDWATER ANALYSIS <br />The subject property is supplied with potable water by the onsite domestic water well <br />located to the south of the existing residence (Figure 2). A groundwater sample was <br />collected from the well and analyzed for nitrates as part of this study. <br />8.1. DESCRIPTION OF LOCAL GROUNDWATER <br />According to the DWR SGMA Data Viewer for Spring 2021, depth to groundwater at the <br />site is approximately 90 to 95 feet bsg. Between 2011 and 2021, depth to groundwater at <br />the site has fluctuated between 70 and 100 feet bsg. Groundwater flow direction locally <br />appears to be toward the northwest. Groundwater was not encountered in the 118 -inch - <br />deep percolation test hole advanced on 26 September 2022. <br />8.2. EXISTING OR POTENTIAL GROUNDWATER CONTAMINATION <br />The immediately adjacent and outlying land use for the parcel is residential and <br />agricultural. Potential groundwater contamination can occur from several sources <br />including leaking underground storage tanks, septic systems, agricultural activities, <br />dairies, and stormwater infiltration. <br />A review of the DTSC EnviroStor Database and the Geotracker Web site did not reveal <br />any LUST sites within a half -mile radius of the site. The review did not reveal any other <br />sites of environmental concern within a half -mile radius of the site. Based on the <br />
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