My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012619
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PEZZI
>
7007
>
3500 - Local Oversight Program
>
PR0545654
>
ARCHIVED REPORTS_XR0012619
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:58:49 AM
Creation date
5/7/2020 11:54:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012619
RECORD_ID
PR0545654
PE
3528
FACILITY_ID
FA0002499
FACILITY_NAME
LINDEN USD-WATERLOO ELEMENTARY
STREET_NUMBER
7007
Direction
N
STREET_NAME
PEZZI
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08906065
CURRENT_STATUS
02
SITE_LOCATION
7007 N PEZZI RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
111
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
tr ti <br /> I <br /> WATERWORK <br /> _ WELL./BORING LOG <br /> 'RIJJF,CT LINDEN SCHOOL/kATERLOO LOCATION 7007 NURTH PEZZI ROAD, STrICK104 CA PROJECT NO, 6024S-I <br /> 1/ELL/BORING NO. SBOSURFACE ELEVATION US WELLHEAD ELEVATION--. NS FT <br /> DATE DRILLED 44/13/50 —_ REVIEVED BY RUSSELL V. JUNCAAL RG 8 4 LOGGED DY JUSEPH KNIGHT _ <br />,* DRILLING COMPANY SPECTRUH DRILLING DRILLER TED COF EY METHOD _WILLOW STEM AUGER,- <br />''<. PURE HOLE DIAMETER 0.I11- DEPTH DRILLED 31.5FT DEPTH TO WATER,, INITIAL FT STATIC --- PT <br /> CASING TYPE --- DIAMETER �" iN- SCHEDULE --- INTERVAL._.......- '- FT TO --- 1 <br /> SCREEN TvPE_ - DIAMETER _ LrL SLOT SIZE --- -111 INIERVAL -- FT TO " " ET <br /> FILTER PACK, TYPE --- INTERVAL --- ET TO --- f T <br /> SURFACE SEAL TYPE CEMENT/SEIJIDljlir INTERVN_ 0/29 rT TO 29/31,5 FT <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID U.S.G. SCIL DESCRIPTION <br /> DETAIL (FT.} (PPH) LOVCOUII LOG <br /> 0 - -0-.5' ASPHALT <br /> 5-11.5/15' LEAJI CLAY1 SSY StJDI 195% FNSI N DP.Y STRNGIH; N-SLV DLTNCYJ <br /> 2 L-H 16IINSS7 L-H PLSTI v STIFF) H DRNJ NPOI N ORGI HST) N <br /> NCL REACTION 104W <br /> 4 <br /> 6 <br /> t:L <br /> L/VS- <br /> SD4- <br /> 2 <br /> 12 - _.11.5/15-26.5/30'ELASTIC SILT1 <5% SNDI 175% FNSI L-H DRY STRNGTW N-SLV DL <br /> TMCYI L-H TGIRISSI N-H PLS11 V ST1FR LT BRW NPOI H GRGI <br /> 14 <br /> L/VS- <br /> KSTI N HCL REACTI@71 HDMO <br /> SD4- <br /> 16 3 16' <br /> 18 <br /> —20L/VS- <br /> 2 SE4- <br /> �as• HH <br /> 22 — - <br /> -24 — <br /> L/VS- <br /> P SR4- <br /> 26 2ss <br /> 26.5/30-3t.5' SILTY SAUDI 60-65% SR-R, F. H-MRD, PRLY CRDD SND) 35-40% <br /> 2g — F1451 L-H DRY STR14GTIII SLV-R D', `CYI L TGHNSSJ N PLST7 V <br /> STIFFi DUSKY YLLV BW4 NPIh N HSTF N HCL REACTIOW <br /> POHO <br /> 30 - l5 L/VS- SFI - <br /> SB4- <br /> 79.3' <br /> 32 D C 0 \ <br /> — 34 <br /> RUSSELL W. <br /> 36 " — — JUNCAL <br /> 36 — No.3864 pit <br /> .,1 40 — ' Of CRL <br /> — 42— — — <br /> PAGE OF-L_ <br />
The URL can be used to link to this page
Your browser does not support the video tag.