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WORK PLANS CASE 2
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2900 - Site Mitigation Program
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PR0523856
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WORK PLANS CASE 2
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Last modified
9/16/2019 3:16:55 PM
Creation date
9/16/2019 3:06:19 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 2
RECORD_ID
PR0523856
PE
2965
FACILITY_ID
FA0016065
FACILITY_NAME
OAKWOOD SHORES
STREET_NUMBER
1699
STREET_NAME
BELLA LAGO
STREET_TYPE
WAY
City
MANTECA
Zip
95337
APN
24152013
CURRENT_STATUS
01
SITE_LOCATION
1699 BELLA LAGO WAY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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KLElNFELDER <br /> EXPECT MORE" <br /> 2 DRILLING DETAILS AND MONITORING WELL DESIGN <br /> The San Joaquin County Department of Environmental Health (EHD) requires <br /> completion of a well permit including establishment of a Master File Record (MFR) for <br /> the site, and payment of fees prior to installation of monitoring wells. Kleinfelder will <br /> prepare drilling permit applications and aid in preparing the MFR (if not previously done) <br /> for submittal to EHD along with the required fees. The permits must be approved prior <br /> to drilling activities and sampling. EHD usually requires up to two weeks to issue the <br /> permits. <br /> The drilling subcontractor will contact Underground Service Alert 48 hours prior to <br /> conducting fieldwork to notify local utilities of our proposed subsurface assessment. <br /> Kleinfelder will additionally prepare a health and safety plan prior to the actual field <br /> assessment. <br /> 2.1 DRILLING DETAILS <br /> An experienced staff or project geologist/engineer will be present during drilling <br /> operations under the direction of a California professional geologist. The well borings will <br /> be drilled with a truck mounted drill rig equipped with 8-inch hollow stem augers. During <br /> advancement of the soil borings, soil samples will be collected at five-foot intervals for <br /> lithologic classification. Samples will be collected from a California-modified split-spoon <br /> sampler lined with stainless steel tubes. Lithologic classification will be based on the <br /> Unified Soil Classification System (USCS). <br /> To reduce the potential for cross-contamination, augers and associated equipment will <br /> be steam cleaned prior to drilling each boring. In addition, down-hole sampling <br /> equipment that is not steam cleaned will be cleaned with a laboratory grade detergent <br /> (Liquinox) followed by a potable and distilled water rinse. <br /> 2.2 MONITORING WELL DESIGN <br /> Groundwater elevations as of the third quarter of 2006 have ranged from approximately 3 <br /> to 4 feet above mean sea level (msl). This is fairly consistent with projected groundwater <br /> elevations based on groundwater modeling summarized in the background summary <br /> (Attachment B). Surface elevations at the site are approximately 12 to 17 feet above msl. <br /> Groundwater elevations may continue to rise at this site, based on former pumping of <br /> Oakwood Lake. Kleinfelder anticipates groundwater in the vicinity of the project site to be <br /> present at a depth of approximately 10 feet bgs, with a groundwater flow direction <br /> towards the west/northwest. Based on this information the well borings will be advanced <br /> to approximately 20 feet bgs. <br /> 48093.E01/ST07R052/CJC/Iv Page 5 of 15 <br /> ©2007 Kleinfelder, Inc January 26,2007 <br />
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