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2900 - Site Mitigation Program
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PR0505472
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Last modified
1/14/2020 2:49:18 PM
Creation date
1/14/2020 2:12:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505472
PE
2950
FACILITY_ID
FA0006793
FACILITY_NAME
NESTLE WAREHOUSE
STREET_NUMBER
4343
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95208
APN
14328039
CURRENT_STATUS
01
SITE_LOCATION
4343 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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' Existing Nestle Warehouse <br /> 4343 East Freemont Street <br /> ' Stockton, California <br /> Project Nos. 2E-940917 and 2G-941101 <br /> Page 2 <br /> 2.0 SITE DESCRIPTION <br /> ' The subject site is currently occupied by a 290,000 square foot vacant warehouse facility <br /> which occupies the majority of the subject site. This facility includes two (2) small areas of <br /> offices, located at the extreme southern and northern ends of the building. The area south of <br /> the existing warehouse is developed as Portland Cement concrete and asphaltic concrete <br /> pavements which extend from the structure to the property line on Freemont Street. A small <br /> depressed truck dock area is also located along the southern edge of the building. The area to <br /> the north of the existing structure is paved with Portland Cement concrete pavements and a large <br /> ' truck dock area is located along the northern edge of the structure. A small triangular parcel <br /> of land is located further to the north of the Portland Cement concrete pavements and this area <br /> is currently undeveloped. Moderate quantities of uncontrolled fill material appear to have been <br /> ' placed in this area previously. The eastern and northern perimeters of the property are bordered <br /> by railroad tracks. Railroad spurs are also located within the interior of the warehouse facility <br /> along the eastern and western building walls. These rail spurs are depressed approximately 4 <br /> ' feet below the elevation of the interior warehouse floor slab. Overall site topography consists <br /> of relatively level terrain with less than 5 to 6± feet of elevation differential across the main <br /> portion of the site. <br /> ' During initial research conducted at the San Joaquin Valley Environmental Health <br /> Department, Giles reviewed a map titled Lines of Equal Depth to Water in Wells, Spring 1989 <br /> ' published by the San Joaquin County Flood Control. This document indicates that the depth to <br /> groundwater at that time, in the vicinity of the subject site, was 60 to 65 feet below existing <br /> grade. This map further indicates that the regional groundwater gradient is an east/northeast <br /> ' direction. <br /> 3.0 PROPOSED SCOPE OF WORK <br /> ' 3.1 Permits <br /> In accordance with San Joaquin County Public Health Services, Environmental Health <br /> Division guidelines, Giles has completed the appropriate permit applications for drilling at the <br /> ' subject site. These forms include the application for Well/Pump Permit, the Site Mitigation <br /> Acknowledgement/Request for Services form, the General Program File form and the master <br /> file record information form. All of these documents have been attached to this correspondence <br /> as Appendix A. Also included with this correspondence is a copy of the C-57 license registered <br /> to Douglas P. Dayton of Giles Engineering Associates, Inc. <br /> 1 <br />
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