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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0516247
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Entry Properties
Last modified
6/23/2026 3:45:06 PM
Creation date
7/14/2021 9:12:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516247
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0012531
FACILITY_NAME
CITY OF LODI-CENTRAL PLUME
STREET_NUMBER
221
Direction
W
STREET_NAME
PINE
STREET_TYPE
ST
City
LODI
Zip
95241
APN
04303111
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
221 W PINE ST LODI 95241
Tags
EHD - Public
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WELL CONSTRUCTION- LITHOLOGY SAMPLE DATA <br /> Depth. Graphic <br /> feel Log D e s c r i p t ion SDi! Core PID <br /> Sample Recovery <br /> B-Dla HSA <br /> i SILTY CLAY(ML).buft tan to light brown[10YR 5/1).stiff,low <br /> BOREHOLE <br /> plasticity.damp. G-I4A-37 0.0 <br /> SAND(SP),mottled,light brown to orange-brawn(10YR 514- <br /> i i r e dry,fine <br /> NEAT cmented. -grained,poorly graded,weakly <br /> '� �• CEMENT - <br /> .-..._ GROUT . - <br /> 40 CLAYEY SAND[SC).orange-brown(I OYR 416),dense. 40 <br /> — — moderately cemented.medium grained,poorly graded 0.0 <br /> BEMOtvITE _ sand.minor calcile. _ <br /> SEAL — <br /> SILTY SAND(SM),Iighl brown(1 OYR 5/4),damp,dense,fine <br /> grained,poorly graded,80%sand,20%fines,mina I.8 <br /> NO.#2112 SAND =-- —_ calcite. <br /> 4S 45 <br /> _ — G-14A-46 0.4 <br /> — SAND(SP).medium brown(1 OYR 4/3),wel,dense, <br /> moderately graded fine to medum coarse,partially 0.1 <br /> weakly cemented and minor caScite in thin lenses. <br /> 50 —— SILTY CLAY(CL),medium brown 10 orange-txawn(1 OYR 50 0.D <br /> _ 4/3-4/6).very shit damp,moderate plasticity,<10%fine <br /> 2'D SCH_40 sand. <br /> L4 <br /> -- - PERFORMED ... — 0.0 <br /> PVC CASING <br /> (0.010'SL09 — <br /> SILTY SAND[SM).gray-brown 110YR 411),moist,very dense, <br /> 55 -- `- very fine to fine grained,poorly graded. 55 0.0 <br /> i SAND(SP),medium brown(IOYR 4/4),wet,dense,well 0.0 <br /> graded-medium coarse to fine. <br /> 60 — _ 60 D.0 <br /> FITTED —— CLAYEY SILT(Cl.).gray brown(1 DYR 411),damp,very stiff. <br /> END CAP low plasticity. <br /> TOTAL DEPTH OF BORING=61 FEET BGS. <br /> 65 65 <br /> 70 70 <br /> EXPLANATION <br /> Well Permit No: G-1 4A FM <br /> Dale Well Drined March 31.2003 ® Clay Interval sampled using <br /> Dolling Compony: Spectrum Modified California Sampler <br /> Dnller: Dave Sill Soil sample collected for logging purposes <br /> Sampling Method: Hollow Slem Conlinuous <br /> LFR Geologist: David C.Mek Sand Y Depth first water was encountered <br /> in buehole segments <br /> 2 Gravel <br /> 'laved:t)L�>_ C,- 534z>o <br /> ONSTRUCTION AND LITHOLOGY FOR WELL G-14A(page 2 0121 <br /> WE L F R Lodi, California <br /> LEVINE•FRICKE <br /> 08123LOO 1.0 DR <br />
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