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SR0084207_SSNL
Environmental Health - Public
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SR0084207_SSNL
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Last modified
10/29/2021 4:27:14 PM
Creation date
10/29/2021 4:15:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084207
PE
2602
FACILITY_NAME
2658 S DRAIS AVE
STREET_NUMBER
2658
Direction
S
STREET_NAME
DRAIS
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
18323014
ENTERED_DATE
9/14/2021 12:00:00 AM
SITE_LOCATION
2658 S DRAIS AVE
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 two parcels totaling 120 acres. The project is in <br />an agricultural area with a property zoning of AG -40. The address is 2658 S. Drais Ave., Stockton, <br />CA. The project Assessor's Parcel Numbers are 183-230-14. <br />Description of proposed development: The purpose of this project is to create two 60 acre <br />parcels based on the existing 120 acre parcel. <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 />Douglas Carmean, has owned this property for 10+ years. The past and present uses of the property <br />have been for farming with one existing residence. The parcel's future use is to be determined but <br />will be consistent with zoning. <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 Study 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 depth of exploration of 42 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 from the surface layers. <br />The soil survey is classified as San Joaquin County Hollenbeck Silty Clay as stated in the Soil <br />Survey of San Joaquin County. as provided by the US Department of Agriculture (USDA) Soil <br />Conservation Service (See Appendix) <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 Report <br />prepared by Dillon & Murphy that is attached in the Appendix. <br />3 <br />
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