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ARCHIVED REPORTS_CASE CLOSURE REQUEST
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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MASCOT & MARINA
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2900 - Site Mitigation Program
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PR0521796
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ARCHIVED REPORTS_CASE CLOSURE REQUEST
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Entry Properties
Last modified
3/12/2020 6:14:32 PM
Creation date
3/12/2020 2:42:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
CASE CLOSURE REQUEST
RECORD_ID
PR0521796
PE
2960
FACILITY_ID
FA0014798
FACILITY_NAME
MOUNTAIN HOUSE NEIGHBORHOOD A - E
STREET_NUMBER
0
STREET_NAME
MASCOT & MARINA
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
20945002 - 20
CURRENT_STATUS
01
SITE_LOCATION
MASCOT & MARINA BLVD
P_LOCATION
03
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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� Conestoga-Rovers&Associates BORINGMELL LOG <br /> «' 19449 Riverside Drive, Suite 230 <br /> Sonoma, CA 95476 <br /> Telephone: 707-935-4850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME SVP-1 <br /> JOB/SITE NAME Former Shell Pipelines-Mountain House, NBH C&D DRILLING STARTED 03-Feb-09 <br /> LOCATION Tracy,CA DRILLING COMPLETED 23-Feb-09 <br /> PROJECT NUMBER 060222 WELL DEVELOPMENT DATE(YIELD) NA <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION 95.10 ft above msl <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 97.87 ft above msl <br /> BORING DIAMETER V. SCREENED INTERVAL NA <br /> LOGGED BY S.Phillips DEPTH TO WATER(First Encountered) NA <br /> REVIEWED BY J.Gaarder DEPTH TO WATER(Static) NA 1 <br /> REMARKS Air knifed to 5 fbq. Above_ground construction consisting of a 2 ft.Stovepipe. <br /> rn F- <br /> 8 O� a a t Q O SOIL DESCRIPTION H? WELL DIAGRAM <br /> FL m0 Q W o pw <br /> Ul <br /> U U� <br /> SILT(ML);brown(7.5YR 4/2);dry;20%clay,75%silt, <br /> 5%fine to coarse sand; low plasticity. <br /> Bentonite Slurry <br /> with Pellet Base <br /> 0.0 y SVP-1-5 5 Monterey Sand <br /> 10 #2/12 <br /> 3"Length of <br /> Stainless Steel <br /> Screen <br /> m <br /> 0 <br /> 0 <br /> ML <br /> ❑ <br /> c? <br /> J <br /> Q <br /> W <br /> ❑ <br /> CL 0.0 s SVP-1-10 10 @10'-moist;20%clay,65%silt, 15%fine to coarse sand; <br /> " Bentonite slurry <br /> medium plasticity. <br /> N with Pellet Base <br /> 0 <br /> 0 <br /> i <br /> U ` <br /> 1 <br /> N <br /> O <br /> I <br /> 0 <br /> 0 <br /> W 0.0 1U SVP-1-15 15 Monterey Sand <br /> x 11 #2/12 <br /> 16.0 3"Length of <br /> w Stainless Steel <br /> x <br /> � Screen <br /> Bottom of <br /> o Boring @ 16 ft <br /> z <br /> 0 <br /> ❑ <br /> a <br /> 0 <br /> 0 <br /> J <br /> J <br /> J <br /> 20 <br /> PAGE 1 OF 1 <br />
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