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ARCHIVED REPORTS_SOIL AND GROUNDWATER INVESTIGATION REPORT 2008
Environmental Health - Public
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ARCHIVED REPORTS_SOIL AND GROUNDWATER INVESTIGATION REPORT 2008
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Last modified
9/14/2020 3:37:22 AM
Creation date
6/23/2020 3:39:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
SOIL AND GROUNDWATER INVESTIGATION REPORT 2008
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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EHD - Public
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c- BORING NO.: SB-33 SHEET 1 OF 2 <br /> =s1 C Ci <br /> 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 W CO <br /> r <br /> a W o f a W a a 0 z o > o m GEOLOGIC COMPLETION <br /> ' W W a s �Mi_ 2 W _ O � <br /> o V Z z Z m o w DESCRIPTION DETAIL <br /> Q o a <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-33-5 IS_jIt_(M_L)_: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 /> ' <br /> DP Silt(ML):strong brown (7.5YR 5/66); moist;firm; low 25 plasticity;no odor. <br /> 40 <br /> 0.0 Sandy Silt with gravel(ML):light brown (7.5YR 6/3); <br /> ' DP dry; firm; low plasticity; no odor; 65% fines, 20% <br /> sand,15%gravel. <br /> 30 50 <br /> 0.1 Silt(ML):strong brown (7.5YR 4/6); moist;firm; low <br /> o DP plasticity;no odor. <br /> z <br /> w 0.0 80 <br /> ' 0 35 <br /> J SB-33- <br /> 36 DP <br /> 36 feet bgs <br /> W Fine sand with siIt(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 /> DRILLING CONTRACTOR: RSI REMARKS: Grab groundwater samples were collected through pre-packed well screen. Boring was <br /> z 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 /> R: DRILLING EQUIPMENT: GP 660ODP <br /> o° DRILLING STARTED: 2/25/08 ENDED: 2/25/08 <br /> J <br />
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