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SR0080658
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SR0080658
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Last modified
11/8/2019 3:11:59 PM
Creation date
11/8/2019 1:53:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SR0080658
PE
2602
FACILITY_NAME
THOMAS ALLEN VINEYARDS & WINDERY
STREET_NUMBER
5573
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
LODI
Zip
95242
APN
01117052
ENTERED_DATE
5/23/2019 12:00:00 AM
SITE_LOCATION
5573 WOODBRIDGE 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 45"- acres. The project is in <br /> an agricultural area with a property zoning of AG-40. The address is 5573 Woodbridge Road <br /> Lodi, CA 95242. The project parcel number is 011-170-52. <br /> Description of propos t—. The—pose of-thi roject is to is to expand a winery <br /> facility in five phas . hase f(whi this report addresses) 15,960 square foot warehouse <br /> addition includa"ba Ow�� <br /> 1.2 Parcel vicinity loca on 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 /> is Stokes & Lombardi Farms, LLC. Allen Lombardi is a partner in Stokes & Lombardi Farms, <br /> LLC. The land use has not changed dramatically under the ownership of Stokes & Lombardi <br /> Farms. The parcel has been used for winery and vineyards. <br /> Previously the property was used for agricultural purposes. The surrounding prope <br /> used for agricultural and rural residential purposes. The minor addition propose e I poses <br /> little threat based on its size relative to the parcel and the lirruted development v ,duty. <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 Dillon & Murphy have determined that the site is <br /> permeable to a maximum erthnf e�nlor to inn_n a�. inches. The soil type allows for infiltration <br /> of water through the top soils. The infiltration rate will limit the natural treatment of the sites soils <br /> as they drain rapidly from the surface layers. <br /> The soil survey by US Department of Agriculture (USDA) indicates that the site is composed of <br /> two types.of-$oila, The soil types are Tujunga loam sands and Acampo loamy sands and the top <br /> layer 0-4 ,inches is composed of sandy lna_m. The site is mainly composed of sandy material. <br /> The approximate depth of the next layer of cemented materials extends from 47-60 inches. <br /> 3 <br />
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