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ARCHIVED REPORTS_NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
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PR0506054
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ARCHIVED REPORTS_NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
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Last modified
3/13/2020 10:09:52 PM
Creation date
3/13/2020 4:54:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
NOTICE OF INTENT FOR INSTALLATION, OPERATION AND MAINTENANCE OF AN OZONE INJECTION GROUNDWATER REMEDIATION SYSTEM
RECORD_ID
PR0506054
PE
2960
FACILITY_ID
FA0007173
FACILITY_NAME
FORMER VINTAGE CARWASH (VACANT LOT)
STREET_NUMBER
601
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
13931025
CURRENT_STATUS
01
SITE_LOCATION
601 E MINER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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IT CORPORATION BORING NO. MW-1'1 ' <br /> LOCATION MAP PAGE 2 OF 3 <br /> PROJECT NO. 803026 CLIENT: DGS-RESD ' <br /> LOGGED BY:K.Waldo DATE DRILLED: 9/24101 <br /> SEE SITE MAP FOR DRILLER: Woodward Drilling LOCATION: STOCKTON <br /> LOCATION DRILLING METHOD: BK-81 HSA HOLE DIAMETER: 8" , <br /> SAMPLING.METHOD: CAL MOD HOLE DEPTH: 116' <br /> CASING TYPE: SCH40PVC' WELL DIAMETER:2" <br /> SLOT SIZE: 0.020 WELL DEPTH: 115' ' <br /> GRAVEL PACK: #3 RMC SAND CASING STICKUP: FLUSH MOUNT <br /> 00 W <br /> BOREHOLE r' w LITHOLOOY/REMARKS ' <br /> BACKFILL N a a J <br /> z ❑ zO Lu SE ¢ o <br /> a am ❑ � icy U <br /> SM SILTY SAND at top of sampler. t <br /> VIvLst 40 46 4` CLAYEY SILT w/Sand; brown with black mottles; very <br /> CL <br /> moist;90 to 95% slightly plastic fines;5 to 10%fine sand; <br /> 48 slightly stiff; no odor. ' <br /> Mst 55 50 W <br /> ML CLAYEY SRX;brown; moist; 95 to 100%moderately plastic <br /> r 52 fines;c5%fine sand; very stiff;no odor. , <br /> F 54 <br /> _ O Mst 45 56 CLAYEY SILT;brownish gray;moist; 90 to 95%moderately <br /> c7 plastic fines; 5 to 10%cemented fines;very stiff;no odor. <br /> _ z 58 <br /> � w 'LU <br /> v Sat 24/25 60 CLAYEY SILT;very dark gray; moist;90 to 95%moderately <br /> 62 plastic fines; 5 to 10%fine sand;very stiff;slight odor. <br /> Sat 80 As Above; some brown mottles;some cemented fines; odor. ' <br /> = Mst 92 64 As Above. <br /> 80 66 SM SILTY SAND;dark gray;moist;70 to 75% well graded fine ' <br /> sand;25 to 30%non plastic fines; dense;odor. <br /> VlAst 20140 68 gf: SW SAND;gray; very moist; 100%well graded fine to medium <br /> —I— ' sand; soft; odor_ ' <br /> O Sat 20132 70 As Above; saturated.. <br /> 72 <br /> 1 3di v <br /> Sat 12132 f As Above. <br /> Lu 74 <br /> 'a <br /> v Mst 85 CLAYEY SILT w/Sand; dark gray;moist; 85 to 90%low <br /> 76 ML plastic fines; 10 to 15%fine sand; some cemented fines;very <br /> 1 78 stiff; odor. ' <br /> 88 <br /> 80 CLAYEY SILT; dark gray with light gray/beige veins;moist; 90 ' <br /> Mst to 95%low plastic fines;5 to 10%fine sand;very stiff;odor. <br /> 82 As Above; no mottling; moderately plastic. <br /> Mst 82 <br /> 84 <br /> CFI SILTY CLAY;dark gray; moist; 100%plastic fines; very stiff; <br /> Ms ' <br /> I t 52 50 odor. <br /> SANDY SILT; dark gray;moist;70 to 75% non plastic fines; <br /> Mst 78 86 NIL 20 to 25%fine sand; 5%gravel;stiff; odor. <br /> CLAYEY SITT; dark gray; moist; 90 to 95%moderately plastic ' <br /> Mst 80 88 Gk fines:5 to 10% well graded fine sand to --ravel:stiff:odor. <br />
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