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ARCHIVED REPORTS_XR0002436
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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G
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GRANT LINE
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385
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2900 - Site Mitigation Program
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PR0508441
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ARCHIVED REPORTS_XR0002436
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Entry Properties
Last modified
1/22/2020 1:28:59 PM
Creation date
1/22/2020 1:20:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002436
RECORD_ID
PR0508441
PE
2950
FACILITY_ID
FA0008077
FACILITY_NAME
CALIFORNIA HIGHWAY PATROL #266
STREET_NUMBER
385
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21449012
CURRENT_STATUS
01
SITE_LOCATION
385 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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a. URS Consultants,Inc. Exhlblt 7.1-8 BDRING NO Mw- 0 3 <br /> t- Exploratory Boring Log Page —4-- °' �— <br /> Project: S -- J r L Job No: <br /> Site No: Date: Start: Finish: <br /> Location: C N P C.Y Logged By: Reviewed By: Date: <br /> Drilled By: trrr e 5 S jyr/`11 ''� Sampling Method: SPI,+- ,SPCXDJ <br /> w., Elevation: Amb.Te c <br /> METHOD OF DRILLING: Hollow Stem Auger Other: Directional Boring <br /> +r Size of Bit: Z 5 Type of Bit: Hammer.wt. Ib. Drop in. <br /> Total Depth: Depth of Grouredwater/Time/Date: I <br /> *-' Feld a a Surface Description A5 Phi 14- P T k Y'k I G 4- 6 <br /> LIE <br /> Data a M3 $ 3 <br /> OVA/ � Z m U O ct as E <br /> Other <br /> I`. tri Description <br /> ............... ........................... ........... ............ ................................................................................................................................................................................ <br /> �... <br /> mu'3-. 3z� [ ?�.. .$5hs . i 1 aF........ <br /> >31 s }� Z, S ..�,� Jo <br /> . , yr.......... .................... ..�........._........ ............ '..................,L............................... <br /> �,. 'n -e �O N, f�1 �S,�Ct �6,.� P15Sf , cV <br /> ............................................................................ <br /> 2 CN icrl h �� - r c ti - - <br /> ,.-... �..... ...... ............ ........................... .. ... .... ........ . .. <br /> A, cl E P411- <br /> 6.6 <br /> ......................... ........... .. .....................................I......I................................................................................................................................... <br /> tf ...................... ......................_....................... <br /> v <br /> .................................... ........... s ...................................................................... ............... <br /> ........................................................................--. <br /> .. r .. ...=.�...ICc,ti�� w,St <br /> ......................:. ........... ` ............ ....1.Z�.s:y.... .� ..... `..... .Y4......-�'^e....... G.... �........�a....... S�.r ,....... lo`..`................. <br /> -� �.sr.+.:..�.'.. 1'.:.......k. o d,'l�'}Sh�Y�.........��. '.k.. .....i►tor'-t................................. <br /> ............ <br /> LA ............... ........................... InGlt4r•'�` �4Vrr,V-� �• f � .Ier�1c, <br /> I.............................a.....fo.........s ...................... <br /> ............ ................... <br /> 4 ...................... <br /> ...................................................... .......................................... ................................................................................................................................................ <br /> lQ <br /> s� t SY SboVp <br /> i.r <br /> ...................................... ........... 1� <br /> ........................ 13 <br /> ........................................................................................... <br /> i� <br /> i ........ .............. ...........``..........4.6 0.. .............. .................................................................................. <br /> ............ .................................................................. .._........................................................................................ <br /> ........ <br /> WELL DESIGN Maximum Bore Hole Angle Amount of Cement: <br /> Casing Size/Schedule: Length of Blank interval: Amount of Bentonite: <br /> Casing Slot Size: Total Length of Casing: Surhme Completion: <br /> Length of Screened Interval: Amount/Size of Filter Pad*; <br /> ti+ URS#94 3/90 <br />
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