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SR0085236_SSNL
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SR0085236_SSNL
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Last modified
5/25/2022 10:54:24 AM
Creation date
5/25/2022 10:13:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085236
PE
2602
FACILITY_NAME
12405 E BRANDT RD
STREET_NUMBER
12405
Direction
E
STREET_NAME
BRANDT
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05132006
ENTERED_DATE
5/4/2022 12:00:00 AM
SITE_LOCATION
12405 E BRANDT RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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INTRODUCTION <br />1.0 INTRODUCTION AND PROPOSED DEVELOPMENT <br />1.1 Description of Site: The project consists of one parcel totaling 19.93 acres. The project is <br />in an industrial community. The address is 12405 Brandt Road, Lockeford, CA 95237 and is <br />zoned I -G. The project parcel number is 051-320-06. <br />Description of proposed development: The purpose of this project is to renovate a distribution <br />warehouse with the addition of three modular buildings. The proposed modular buildings will <br />have no restrooms, therefore not requiring a septic system. <br />1.2 Parcel vicinity location map: (See Appendix). <br />1.3 Site map: (See Appendix). <br />2.0 PAST, PRESENT, AND PROPOSED FUTURE USES OF THIS SITE <br />2.1 Discussion of Past, Present uses at the site to assess potential problems: The present owner, <br />DLJ Properties LLC, has owned subject property for a year. The past and present uses of the <br />property have been for industrial uses. The site has an existing warehouse. <br />3.0 CHEMICAL AND PHYSCAL PROPERTIES OF SOIL <br />3.1 Description of existing chemical and physical properties of soil: For a description of the <br />chemical and physical properties of the soils underlying the site, refer to Section 5 of the Soil <br />Suitability report prepared by Dillon & Murphy attached in the Appendix. <br />3.2 Description of the mass transport properties of the soils underlying the site with respect <br />to the nitrate and/or any other constituent of concern identified for the project site: The <br />results from the percolation test prepared by Neil O. Anderson have determined that the site is <br />permeable at a maximum depth of exploration of 24 feet. The soil type allows for infiltration of <br />water through the top soils. The infiltration rate will not limit the natural treatment of the sites <br />soils as they drain slowly at the surface layers. <br />The soil survey by US Department of Agriculture (USDA) indicates that there is only one soil <br />type. The site soils is San Joaquin loam. The San Joaquin loam is composed of a top layer from <br />0-10 inches of loam followed by sandy clay loam like material. <br />4.0 GROUNDWATER ANALYSIS <br />4.1 Description of the depth to groundwater, seasonal fluctuations of groundwater depth, <br />directional flow and gradient: Description of depth to groundwater, seasonal fluctuations of <br />groundwater, directional flow and gradient are referred to in Section 4 of the Soil Suitability <br />Report prepared by Dillon & Murphy that is attached in the Appendix. <br />
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