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ARCHIVED REPORTS_1995
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS
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ARCHIVED REPORTS_1995
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 10:41:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_1995.tif
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EHD - Public
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SENT BY DICON ASSOCIATES ; 2- 6-95 ; 14:36 BICON SACRO ENTO- 209 4683078;# '? <br /> WELL L"ETAILS <br /> U?zPROJECT NUMBER 09 .07 _ BORING/WELL NO. MW-3 <br /> PROJECT NAME Foothill Landflil TOP OF CASING ELEV. <br /> EHC® LOCATION San Joaquin County GROUND SURFACE ELEV. <br /> WELL PERMIT NO. 4778 DATUM MSL <br /> INSTALLATION DATE 2/28- <br /> c EXaQMTORYEj!Qj3jNQ <br /> t a. Total depth 296 R. <br /> .s TOC (Topof casIM) b. Upper boring depth 19 ft <br /> Steel a c. Upper Ding r 11 in. <br /> u <br /> $ sing (Std.} d. L. bo 75 diameter 9. in. <br /> ea s \ ♦ . <br /> Drilling method Air water <br /> �♦e�% % ata��♦ n CTOR CASING <br /> ♦°\�� i g. Casing Length 20 fL <br /> Material 1i8" Steel <br /> f. Diamorter 10 In. <br /> IN <br /> f g. U (outer)seal WA R, <br /> IN e b k 9 i 1 0 M WA <br /> IN <br /> IN h. Penetration Note: casing remcad WA ft <br /> L Depth during well construction-19 ft <br /> LL CO N <br /> J. <br /> Total casing length 293.91 fL <br /> Material <br /> h� C <br /> a ) h k Diameter 4in, <br /> L Depth to top perforations 270.96 R <br /> m length 18.93 ft <br /> Perforated interval from ZZM to 289.89 t <br /> P Perbration type Madame Slot <br /> Perforation size 020 Inch <br /> n. Surface seal 2 fi <br /> Material Cement and a3 sand <br /> `•'•`% o. BWMII 193±z_Lf_M ft. <br /> MatedelVaCla Grout d Cement o <br /> q <br /> P. seal 4 It <br /> m :;;;` f';': Materia! 3/8" bardenhe Tablets <br /> q. Gravel pack 23.7 ft <br /> Gravel pack interval front to 290.5 fL <br /> M al #3 Is sand <br /> r, Bottom 390M 5.5 ftr <br /> Material Slough <br /> d s. Casing stidap 3 It <br /> t Protective casing diameter 8 112 In. <br /> Form prepared by B. Loswen <br />
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