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SITE HISTORY_CASE 2
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3500 - Local Oversight Program
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PR0545660
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SITE HISTORY_CASE 2
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Last modified
5/12/2020 4:16:12 PM
Creation date
5/12/2020 2:59:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
FileName_PostFix
CASE 2
RECORD_ID
PR0545660
PE
3528
FACILITY_ID
FA0003909
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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LSauers
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EHD - Public
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1xa1v1C ul us At;�A4Afvlll}iv11'L:LV'1' 1Ar:;Y {:'1'I UPI <br /> TO BE ST TA ) <br /> ' �sXaDED ARr"'1 FILLED I N 'OR THE NK ONLY <br /> { -y <br /> _ � ✓sem n- <br /> G = OWNER NAM OWNER PHONE # ad I <br /> E ' <br /> N < CONTRACTOR CO+ PHONE# <br /> E <br /> R { SJLHD PERMIT I EPA # FIRE PERMIT # <br /> 1,1111 11111111M <br /> L <br /> INSPECTOR-r DATE 39 - <br /> R RINSED (Y/N) =METHOD RINSE AMOUNT <br /> I <br /> N RINSATE DISPOSAL SITE <br /> S <br /> E MANIF9ST # -OR- OTHER <br /> V VAPORS PURGED (Y/N) METHOD AMOUNT USED <br /> A <br /> -P L.E.L. READING AT REMOVAL (MUST BE < 20%) <br /> O <br /> T R COMMENTS <br /> A <br /> N TANK MATERIAL (STEEL, FIBERGLASS, OTHER) TANK SIZE <br /> K C <br /> / 0 TANK CONDITION (GOOD, POOR, HOLES) <br /> P N <br /> I JS PIPE MATERIAL (STEEL, FIBERGLASS, OTHER) I FEET <br /> P <br /> I PIPING CONDITIO GOOD POOR, HOLES} <br /> N <br /> G DEPTH SOIL TYPE OBSERVATION SAMPLE # <br /> T <br /> F A <br /> I N <br /> E K <br /> L <br /> D EXCAVATION SIZE: X X YDS OF SOIL: <br /> SI :j <br /> - <br /> I A DEPTH SOIL TYPE OBSERVATION SAMPLE <br /> N M P <br /> S P I `� # <br /> P L P <br /> E I E <br /> C N ' <br /> T G TRENCH DIMENSION X X YDS OF SOIL <br /> I <br /> ' <br /> T- <br /> o H DEPTH TO G.W. : FT SAMPLING METHOD <br /> N 2 <br /> 0 1 OF HOURS SINCE DEWATERING: <br /> OTHER SAMPLE: <br /> LABORATORY: `a J SAMPLERS NAME: <br /> CLOSURE IN PLACE MIXTURE: VOLUME: <br /> DRAW SITE MAP ON f?EVERSE <br /> L7l 23 04'3(7/88) <br />
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