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SR0081859_SSNL
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2600 - Land Use Program
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SR0081859_SSNL
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Last modified
11/19/2024 1:52:08 PM
Creation date
4/2/2020 2:20:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081859
PE
2602
STREET_NUMBER
10331
Direction
N
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
STOCKTON
Zip
95212
APN
12203008
ENTERED_DATE
3/9/2020 12:00:00 AM
SITE_LOCATION
10331 N HWY 99 FRONTAGE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Tags
EHD - Public
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02 March 2020 AdvancedGeo <br /> Project No. 20-5001 An Employte-Owned Company <br /> Page 6 of 14 <br /> toward the west-southwest. Groundwater was not encountered in the 42-inch deep <br /> percolation test hole advanced on 06 February 2020. <br /> 4.2. GROUNDWATER CONTAMINATION IN THE AREA OF THE SITE <br /> The immediately adjacent and outlying land use for the parcel is residential and <br /> commercial. Potential groundwater contamination can occur from several sources <br /> including leaking underground storage tanks, septic systems, agricultural activities, <br /> dairies, and stormwater infiltration. <br /> A review of the California Department of Toxics and Substance Control (DTSC) <br /> EnviroStor Database and the Geotracker Web site revealed one (1) leaking fuel <br /> underground storage tank (LUST) site within a 0.5-mile of the subject property. However, <br /> the LUST site has been closed for over 20 years. Based on the status of the LUST and <br /> the distance and direction from the subject property, the LUST should not impact the <br /> subject property. The review did not reveal any other sites of environmental concern <br /> within a half-mile radius of the site. <br /> 4.3. ON-SITE EXISTING WELL DESCRIPTION <br /> There are no existing water wells at the subject property that are in use. There is one <br /> abandoned, out-of-service well on the property. <br /> 5.0. SOIL PROFILE <br /> An OWTS Permit was issued for the property by the EHD on 31 January 2020 to perform <br /> a percolation test (Appendix C). On 06 February 2020, a 4-inch diameter hand auger was <br /> utilized to advance a percolation test hole to 42 inches bsg, in the proposed septic system <br /> disposal field area. <br /> A plan of the specific site features including the percolation test hole locations <br /> (i.e., structures, drives, wells, septic systems, large trees, pastures, pools, natural <br /> drainage courses, ponds, waterways, etc.) is illustrated in Figure 2. <br /> 5.1. SOIL PROFILE PIT INCLUDING DEPTH AND DIMENSIONS <br /> The percolation test hole was located in the disposal field area of the proposed septic <br /> system. The percolation test hole was advanced to a depth of 42 inches bsg using a four- <br /> inch diameter hand auger (Figure 2). <br />
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