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SU0006730_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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E
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88 (STATE ROUTE 88)
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9593
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2600 - Land Use Program
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PA-0700418
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SU0006730_SSNL
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Last modified
11/20/2024 9:22:01 AM
Creation date
9/4/2019 6:28:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006730
PE
2631
FACILITY_NAME
PA-0700418
STREET_NUMBER
9593
Direction
N
STREET_NAME
STATE ROUTE 88
City
STOCKTON
APN
08902029
ENTERED_DATE
9/17/2007 12:00:00 AM
SITE_LOCATION
9593 N HWY 88
RECEIVED_DATE
9/13/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\E\HWY 88\9593\PA-0700418\SU0006730\NL STDY.PDF
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EHD - Public
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M <br /> 12 June 2008 <br /> i <br /> AGE-NC-07-1581 <br /> i <br /> Page 7 of 17 <br /> Database revealed one leaking fuel underground storage tank(LUST)site within a two-mile radius <br /> of the site. The site has been closed for more than 10 years and is located more than one-mile from <br /> the subject parcel. <br /> 4.3. ON-SITE EXISTING WELL DESCRIPTION <br /> The current water supply well is located off-site on an adjacent property. The multiple-use on-site <br /> water supply well was installed on 02 June 2008 to approximately 460 feet below surface grade(bsg) <br /> with a six-inch casing. The grout seal was installed from the surface to approximately 350 feet bsg. <br /> The well will be utilized for both domestic and agricultural purposes. <br /> 4.4. CONSTITUENTS BEING TESTED FOR IN THE WATER SAMPLE <br /> No constituents were tested in the current multiple-use water supply well. <br /> 4.5. GROUND WATER SAMPLE COLLECTION <br /> No ground water sample was collected. <br /> l� . <br /> 4.6. GROUND WATER ANALYTICAL REPORT <br /> There is no ground water analytical report for the current multiple-use water supply well. <br /> 5.0. SOIL PROFILE <br /> On 17 December 2007, an Onsite Wastewater Treatment System Permit was issued by the EHD <br /> (Appendix C) for the above referenced property. On 26 December 2007, a 4-inch hand auger was <br /> utilized to advance a percolation test hole to 42-inches bsg in the subject parcel. <br /> 5.1. SITE MAP <br /> f <br /> A plan of the specific site features(i.e.,structures,drives,wells,septic systems,large trees,pastures, <br /> pools, natural drainage courses, ponds, waterways, etc.) is illustrated on Figure 2. <br /> k <br /> Advanced GeoEnvironmental,Inc. <br />
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