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EHD Program Facility Records by Street Name
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EIGHT MILE
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2900 - Site Mitigation Program
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PR0527550
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Last modified
7/10/2019 1:05:00 PM
Creation date
1/18/2019 5:01:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527550
PE
2950
FACILITY_ID
FA0018662
FACILITY_NAME
COS DELTA WTR SUPPLY INTAKE PRJCT
STREET_NUMBER
13520
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
NONE
CURRENT_STATUS
01
SITE_LOCATION
13520 W EIGHT MILE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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KLE/NFELDER <br /> Bn9Nt hople.PI9ht5alNiwa <br /> sand filter pack (#3), 1-foot thick bentonite transition seal above the filter pack, and <br /> grouted to the surface with a cement based grout material. The wells will be finished <br /> with a locking pressure cap situated within a monument style (above ground) well vault. <br /> The bottom of each well will be constructed with a threaded PVC bullnose cap. If a <br /> threaded cap is not available, a slip cap secured with stainless steel screws will be <br /> used. <br /> 1.3. TEMPORAQRY PUMPING TEST WELL INSTALLATION <br /> Kleinfelder will install one (1) temporary groundwater pumping test well at the site. The <br /> installation of the temporary well will also be completed under the direct supervision of a <br /> California State licensed Engineer or Geologist. <br /> The soil boring will be drilled with a truck-mounted drill rig equipped with at least a 12-inch <br /> hollow stem auger. We propose to advance the borings to a total depth of approximately <br /> 85 feet. During advancement of the soil boring, soil samples will be collected at 5-foot <br /> intervals for lithologic classification and possible laboratory analysis. Lithologic <br /> classification will be based on the Unified Soil Classification System (USCS). A staff <br /> engineer or geologist will log the soil borings. <br /> We will process select soil samples from the boring (e.g., 10, 20, 30, 40, and 50 feet). <br /> The soil samples will be analyzed for grain size (sieve, coarse and fine minus #200 <br /> wash). <br /> Following completion of drilling the soil borings, a clean, 8-inch diameter PVC <br /> piezometer will be installed in each boring. The wells will be constructed with schedule <br /> 80 PVC, a 75-foot long 0.040 to 0.050 inch screened section surrounded by and <br /> covered by a sand/gravel filter pack, and 5-foot-thick bentonite transition seal above the <br /> filter pack. The remaining 5 feet of the upper annular space will not be grouted to the <br /> surface because the test well is temporary; thus in an effort to reduce the occurrence of <br /> cement in the farmers field, we will attempt to abandon the test well as soon as the <br /> pumping test is completed. <br /> 87057/ST09L024 Page 4 of 7 February 5, 2009 <br /> Copyright 2009 Kleinfelder <br />
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