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Environmental Health - Public
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2900 - Site Mitigation Program
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PR0508043
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/24/2021 7:04:54 PM
Creation date
5/24/2021 11:28:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508043
PE
2960
FACILITY_ID
FA0007905
FACILITY_NAME
CHEVRON PIPELINES
STREET_NUMBER
35500
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25526003
CURRENT_STATUS
01
SITE_LOCATION
35500 WELTY RD
P_LOCATION
99
QC Status
Approved
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== BORING NO.: SB-33 SHEET 1 OF 2 <br /> t--DG:99 <br /> MEEFr1I`® PROJECT: Vernalis Offsite <br /> From Science to Solutions <br /> LOCATION: Vernalis,California <br /> COORDINATES: PROJECT NO.: 06-6102-00-6313-121 <br /> SURFACE ELEVATION: DATUM: LOGGED BY: Andrew Smith <br /> W ❑ E _j > a o z w o m GEOLOGIC COMPLETION <br /> CL `t' a s J w } J Z O DESCRIPTION DETAIL <br /> ❑ � ZUz U) Z � mo w �U) <br /> Q o - <br /> HA Clay wsith silt (CL): brown (7.5YR 4/4); moist; firm; <br /> low plasticity;no odor;15%to 20%fines,plant roots. <br /> 100 <br /> 0.0 <br /> 5 SB-33-5L Silt(ML): strong brown (7.5YR 4/6);damp;firm; low <br /> plasticity;no odor. <br /> DP <br /> 0.0 <br /> 10 90 <br /> DP Silt (ML): strong brown (7.5YR 4/6); dry; firm; low <br /> 0.2 plasticity;no odor;Trace gravel. <br /> 0 <br /> 15 <br /> DP Silt with gravel (ML): yellowish brown (10YR 5/6); <br /> dry; very stiff; low plasticity; no odor; 75% to 85% <br /> 20 fines, 15%to 25%gravel. <br /> 0.1 <br /> 20 <br /> DP <br /> 30 <br /> 0.1 <br /> DP Silt(ML):strong brown (7.5YR 5/6); moist;firm; low <br /> 25 plasticity;no odor. <br /> 40 <br /> 0.0 Sandy It with gravel(ML): light brown (7.5YR <br /> DP dry; firm; low plasticity; no odor; 65% fines, 20% <br /> sand, 15%gravel. <br /> 0 30 50 <br /> F 0.1 Silt(ML):strong brown (7.5YR 4/6); moist;firm; low <br /> 0 <br /> M <br /> DP plasticity;no odor. <br /> z <br /> w 0.0 80 <br /> 35 <br /> o SB-33- <br /> J <br /> a 36 DP --------------------- 36ffetbs <br /> Lu Fine sand with silt(SP-SM):yellowish brown (10YR - 37 feet bgs <br /> LL 100 5/6);wet;dense;no odor; 15%to 20%silt. <br /> 0 0.1 <br /> Cn <br /> J <br /> Q <br /> Z <br /> w DRILLING CONTRACTOR: RSI REMARKS: Grab groundwater samples were collected through pre-packed well screen. Boring was <br /> o DRILLING METHOD: Direct Push properly abandoned according to requirements set by the drilling permits.Boring terminated at 44 feet below <br /> z ground surface. <br /> w DRILLING EQUIPMENT: GP 660ODP <br /> a <br /> °o DRILLING STARTED: 2/25/08 1 ENDED: 2/25/08 <br /> J <br />
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