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ARCHIVED REPORTS XR0012588
Environmental Health - Public
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EHD Program Facility Records by Street Name
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C
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COUNTRY CLUB
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1403
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2900 - Site Mitigation Program
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PR0505513
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ARCHIVED REPORTS XR0012588
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Entry Properties
Last modified
6/20/2019 5:05:37 PM
Creation date
6/20/2019 3:39:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012588
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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E7 offl�__ <br /> •5-- .""" `� -�'- ' ,� '�a'_ y3 yam_ b:. - ��".. <br /> WBORING NO, MW-1m rc <br /> r--. _ 2 z n a '+YELL S'u4MARY y" '' .1EI.D GEoLoasT6. Kubile COORDINATES -- � <br /> C3 EDITED BY.p�xutllk Jr DATE BECAN,g <br /> Q. <br /> F u - a CHECKED BY O" Gunn DATE FtNISHEO 4-27-9Q <br /> a TOTAL=cP H ;SOUND SURFACE EL 5 52 ft <br /> 8 <br /> _... 0 ct.risty Boo— ASP A T - a <br /> A L ILL: About Ina. <br /> Top o1 Caswlq GW sub-angular to angular gravel; about 10x <br /> with Lading Cop coarse, sub-angular sand; dry, gray, no <br /> reocNon with HCl. <br /> - - LEAN CLAY: About 100T. tints with msmum - <br /> Plasticity, high dr/strength, nd Dilatancy. <br /> Portland medlum tougnness; firm; most: brown with <br /> Cement 'its gray mottling: strop reaction with HCI. <br /> 5 SS_1 0 5x Bentonite CL g <br /> 13/18 - <br /> 25 <br /> 4'Sch, 40 - <br /> PVC Casing L£AN CLAY: About 160X Sines with high <br /> .. WtAtieity, high dry strength, no dilatancy, <br /> low to medium toughness; very firm; moist; <br /> brown with catcareaus veininq; strong <br /> reaction with HCt. <br /> l 10 5S_2 0 Bentonite CL - - <br /> 12/18 Pellets - <br /> 60 <br /> Sand <br /> Lonestar LEAN CLAY; About 90X fnas with medium <br /> - Said plasticity, high dry strength, slow - <br /> -^ dtItoncy, medium toughness; about 10% fine, <br /> 15 S5-3 _ CL sub-angular grovel; firm: moist: brown with <br /> 12/18 0 -- gray calcareous mottling; strong reaction <br /> - 25 with HCI. <br /> f� = LEAN CLAY: About 1007. fines with madium 17.0' <br /> plasticity, high dry strength, no dRaldney <br /> medium toughness; very firm: moist; brown <br /> Hid gray mottling; strong reaction with - <br /> .._. 20 GL <br /> 3 r•-' 0 4' did.Sch. 40 _ 26 - - - <br /> i' S.S. Screen 010 = <br /> _ Slat <br /> Q6raYndwatdr eneontered at 2L 5'. - <br /> = CLAYEY SAND: About 75% Fne. sub-angular to <br /> sub-round sand: obaut 25% finds with madium <br /> SC plasticity, high dry strength, slow <br /> dilatancy, medium toughness: brawn; wet; no <br /> 25 0 _ rtcctlon with HCI. <br /> 12/78 <br /> 21 <br /> LEAN CLAY: About gOx P_nes with medium - - <br /> f plasticity, high dry strength, slow <br /> dilatancy, medium toughness; about 163 fine, - <br /> ., sub-onguier to sub-round sono: firm; molst; <br /> brown with gray calcareous mottling; strong <br /> PVC Endcap - reaction with HCI. <br /> r <br /> I 30 - <br /> TOTAL OEPTH 30 FEET <br /> 35 -_ <br /> DRILLING CO.: Spectrum Exploration PAGE 1 OF 1 <br /> DRILL METHOD: Hollow Stem Auger CME-55 <br /> 14- <br /> SAMPLING METHOD:-Split.-Spcon-Sampler - --- ------ <br /> SEE - - -=- <br /> ---- -- T -- -- - --- LEGEND FOR LAGS AND TEST P17S T - <br /> r PROJECT NO.: 190632 cOR EXP!.ANATIC.'J OF SYMBOLS AND TERMS <br /> CLIENT: BP Oil Company <br /> LOCATION: Sacramento, CA <br /> IIiL <br /> 9Po-vW-l(.BPOt) TJRromy <br />
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