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ARCHIVED REPORTS_XR0007240
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0540315
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ARCHIVED REPORTS_XR0007240
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Last modified
7/7/2020 3:03:06 PM
Creation date
7/7/2020 2:46:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007240
RECORD_ID
PR0540315
PE
3526
FACILITY_ID
FA0023046
FACILITY_NAME
U-HAUL FACILITY NO 710050
STREET_NUMBER
2701
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95215
APN
11708014
CURRENT_STATUS
01
SITE_LOCATION
2701 N WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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LSauers
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EHD - Public
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I <br /> 11 Sr.l#7011 i0 !3l�n. 3 nt tr7yut ti �! <br /> Rc moh 0 l c isihilirl 11,1 Ripon f ehi It llv W) <br /> ' Well construction details are presented in the well construction diagrams in Appendix B and summarized <br /> as follows <br /> • ASW-1 1 25-inch diameter PVC well casing 10 feet of 0 010-inch slotted screen set at 69 to 79 feet <br /> ' bgs <br /> • VEW-1 2-inch diameter PVC well casing 20 feet of 0020-inch slotted screen set at 345 to 545 <br /> ' feet bgs <br /> • VEW-2 2-mch diameter PVC well casing 20 feet of 0 020-inch slotted screen set at 10 feet to 30 <br /> ' feet bgs <br /> • MW-IOB 2-inch diameter PVC well casing 20 feet of 0 010-inch slotted screen set at 40 feet to 60 <br /> ' feet bgs <br /> • MW-IOC 2-inch diameter PVC well casing 20 feet of 0 010-inch slotted screen set at 64 5 feet to <br /> 84 5 feet bgs <br /> ' Blaes Environmental logged the physical characteristics of the soil cuttings from each soil boring using <br /> the Unified Soil Classification System (USCS) in order to evaluate stratigraphy and visually venfy the <br /> absence or presence of petroleum hydrocarbons Soil descriptions are presented in the soil boring logs in <br /> Appendix B <br /> ' 3 13 Well Completion <br /> ' Final completion of each well was accomplished by installing a flush-mounted, traffic-rated well vault <br /> Additionally, monitoring well MW-10B and 10C and remedial well ASW-1 were developed through <br /> surge and bail techniques Purged groundwater was stored on-site 1n a 1,000-gallon polyethylene tank <br /> ' pending removal <br /> ' 3 2 SOIL SAMPLING <br /> Three soil samples were collected from the VEW soil boring for laboratory analysis (VEW-1-20, VEW- <br /> , 1-30 and VEW-1-50) The samples were collected using a split-spoon sampler consisting of an outer <br /> sampling barrel lined with three six-inch long brass sample sleeves The sample sleeves were placed <br /> ' inside the split barrel halves that were held in place by a bottom drive shoe The samples were collected <br /> ' 5 <br />
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