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SITE INFORMATION AND CORRESPONDENCE_1987-1992
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE_1987-1992
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Last modified
3/31/2020 3:01:00 PM
Creation date
3/31/2020 2:27:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1987-1992
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' STATE OF CALIFORNIA <br /> Dr-r••MENT OF PUBLIC HEALI rie <br /> ' STOCKTON <br /> WELL DATA (I) Identification Lincoln Village Maintenance District Well #1 <br /> 2 Location E S Gett sb-ure 50 vds. N. Ben Holt * - — <br /> (3) Source of Information Fi�� � (%c i 1 .�Da�-an. 2-1¢s 1966 <br /> ' (3) Number or Name...._-_. #1 --�1�- WELL LOG - <br /> Date drilled----------- 1948 <br /> ' (4) Location: Neighborhood....-_---- P fenced <br /> n th 3 Topsoi i <br /> Not <br /> Size of lot------------- -�L_SaIId-___---- --- - <br /> Distance to: Sewer-___.._-- 4 - <br /> ' Sewage disposaL_-_-. 1 __ llSeri d___ _ <br /> Abandoned we1L.__-.. —'Z3-C 1_a-y__-_ <br /> Nearest property line 141 <br /> (5) Housing: Type___— Wood 31-__C l <br /> ----- <br /> ' Cond;rion__._. ood 37-._Sand cls breakes <br /> S Pit depth (if any)------ _ - m � _ 44- Clay_ __-- <br /> Floor (material)_.__- oncrete ,/ 49 Sand <br /> Drainage.__-..._--- 411 54 Sand-clay breakes <br /> (6) Well Depth----_._---- ZJ4 Xt 59 Clay <br /> J� <br /> 62 Sand <br /> ' (7) Casing: Depth_-.---- 0 - 102 73 Clay ----- - <br /> Diameter-_---_ 14" 75 Sand clay <br /> Rind-_---- — <br /> Height above floor—.__— 82_Sand clay_ breakes _ <br /> Distance to highest perforations_-- 160 _ 89 Clay _-_- <br /> Surface sealed (yes or no)--.- Yes 95 Sandy clay _ <br /> Gravel pack (yes or no) No - _ 101 Sand <br /> -- -- — <br /> ' Second casing depth..— 40 - 200' 110 Clay �61ue7 — <br /> Second casing diameter-__.—.-. 12 ' 114 Sandy clay brakes_ <br /> Annular seal (depth) -._— 121_ Sand - _gravel _ _ <br /> I 123' Clay blue(8) Impervious Strata: (Thickness.___ <br /> a t 129 Sand -- <br /> Penetrated I Depth to-_ _134 Sandy clay blue <br /> 150 Sand - --— <br /> ' (9) Water Levels: Surface.._.__-... <br /> 48.5 ' 152 _Clay - blue <br /> Depth to Stacu_. __ O• - 156 Sandy-C------- ---- <br /> 159 Sand lay brakes <br /> Whenpumpmg- 80.5 i - _ <br /> L� 174 fay Blue <br /> (10) Pump: Make___-________.._ -_ Delta _177- Sandy gravel <br /> Type urbine 180 Soft clay <br /> Capacity, g.P•m.__.._----___. -- 183 Hard clay - blue <br /> ' it 185 Sand <br /> __. <br /> Power- —_—_.— 30 190 soft clay <br /> Au:il;ary power__..__._-._._-____ - n r 255 Sand and gravel- - <br /> Con�rol- --- ------ - - --.262 Hard_clay - - - <br /> Discharge location.......... ( - • J� r� <br /> Discharge to.-------------- --------- <br /> (I I <br /> -----.11 Frequency of Use-------- As needed , LZ-gyp <br /> (12) Flood Hazard.---.-'.--------.---_-- <br /> None Gltilcr � <br /> �'. (13) Remarks and Defects___.-_-_. <br /> (Use other side if necessary) <br />
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