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SU0002671 SSNL
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ESCALON BELLOTA
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SU0002671 SSNL
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Entry Properties
Last modified
11/27/2019 11:05:39 AM
Creation date
9/4/2019 6:07:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002671
PE
2633
FACILITY_NAME
SA-99-42
STREET_NUMBER
11655
Direction
S
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
11655 S ESCALON BELLOTA RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\E\ESCALON BELLOTA\11655\SA-99-42\SU0002671\NL STDY.PDF
Tags
EHD - Public
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, f <br /> LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> The groundwater is located at approximately 100 ft below grade according to the Lines of Equal <br /> Depth map published by the Flood Control District. There was no evidence of a perched water <br /> table condition or saturated soil conditions during excavation of the backhoe test pit. Because of <br /> the tight soils and the referenced hardpan, groundwater recharge in this area is restricted in <br /> comparison to areas where greater soil permeability exists. <br /> The Environmental Health Department has stipulated the well located at the existing on-site <br /> residence be tested for the agrichemical Dibromochloropropane (DBCP) and nitrate. The well <br /> water test results indicate a concentration of nitrate at 9 ppm. Both DBCP and a related <br /> compound ethylenedibromide (EDB) where non-detect(ND). <br /> A Well Log from the Tony Borba dairy directly west of the subject site illustrates the underlying <br /> soil to consist of intervening clay and sand strata. <br /> The groundwater directional flow is to the northwest as indicated on the attached Lines of Equal <br /> Elevation. There is an area of recharge located near the intersection of Mariposa and Gawne <br /> Roads. The groundwater gradient is estimated to be: 10 ft_ 3960 ft=0.00252 ft/ft. <br /> Surface water drain canals owned by the Oakdale Irrigation District(OID) exist near the center <br /> and at the south end of the subject property. There is no possibility for sewage to enter these <br /> canals provided adequate "distance"requirements are observed. However, during wastewater <br /> applications, caution must be employed to prevent runoff. The subject property is not in the <br /> Flood Plain as indicated by the FEMA maps. <br /> III. MASS BALANCE OF NITRATE-NITROGEN LOADING <br /> SOIL ANALYSIS <br /> Both soil physical characteristics and soil chemical parameters were examined for the Nitrate <br /> Loading Study. Information on the surface soil characteristics can be found in the USDA Natural <br /> Resources Conservation Service (formerly the Soil Conservation Service) Soil Survey of San <br /> Joaquin County. The NRCS soil maps indicate the entire 474 acres to be composed of two soil <br /> types as illustrated on the attached aerial photo: Madera sandy loam(193) and Madera-Alamo <br /> Complex (195). The Madera soils exhibit slow permeability with a water intake rate of <br /> approximately 1.5 inches per hour. <br /> To assess the subject property soils from a chemical standpoint, 15 samples were retrieved from <br /> the cropland acreage and composited. The Soil Analysis Report(See Appendix) illustrates the <br /> various soil parameters tested. Of main importance in assessing nitrogen loading of the cropland <br /> is: organic matter, estimated nitrogen release (ENR), cation exchange capacity (CEC), and the <br /> nitrate-nitrogen (NO,-N) concentrations. All of these nitrogen influencing parameters tested low <br /> 4 <br /> va!!ey Ag 7esearck <br />
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