My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
B
>
BECKMAN
>
200
>
3500 - Local Oversight Program
>
PR0544106
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/6/2019 10:54:26 AM
Creation date
2/6/2019 9:48:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544106
PE
3528
FACILITY_ID
FA0015207
FACILITY_NAME
SJC MOSQUITO & VECTOR CONTROL DIST
STREET_NUMBER
200
Direction
N
STREET_NAME
BECKMAN
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905031
CURRENT_STATUS
02
SITE_LOCATION
200 N BECKMAN RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
181
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
i y <br /> L4AINE W ASSOMITES IF IF 6—M <br /> 0 <br /> WELL MW-1 0 LMHOLOGY DESCRIPTION <br /> Asphalt <br /> r;e rr r t BaaNOolt <br /> ''T TTT <br /> VSAM(W.reddish tNvm bO , dry <br /> 10 d� with 20 to 30'�ift IIM to medium <br /> 1�,,1.�/ I.��f1Y <br /> 'I;r r i; grained Mrd.MO vM1 I psrmorbi ily <br /> 5 'tel�rTl� -^...T <br /> rre�ri� <br /> 4�PVCBscom�ss OrenQah bOMlk d 5.5 X <br /> Uj <br /> 'Yrrt� <br /> t�rtt; <br /> uJ Casing <br /> !L rrr+�r <br /> 'TTTT <br /> rTrr <br /> 10 10 rrirr <br /> L T T T n samd size inc essk up to ODaroe�Md <br /> W --- <br /> TYTT <br /> U. '�T T T T Sandy SILT(ArL}.dwk rsddah brown, <br /> trR� w-7 <br /> r r r r IIMditJ/p afb1,day 1p damp,301QW%flM tp <br /> cowM grained sand.f110dafiEa estlmm d <br /> Tr Tr <br /> 15 Pem'wabft <br /> Grout 15 <br /> Ciryoy SILT(AAL),yedowish brown.hard. <br /> —_— damp,non cohesive.5 to 107E dry,5 to <br /> 10%finsto mndum grsh sandveryhard, <br /> �C wasihsred.Partially itm aRy sand <br /> S — PsbAM law etdmated Psrmsabay <br /> 20 — 111111lIIIIli11l1111111l1lIl1111IlItllllll lllklk <br /> _ Silty CLAY(CL).raddial brown.stiff,damp, <br /> 10 to 30%sat,moderotoly pilow <br /> O "rod poll Uty <br /> w BarltonitB 'r* Sandy SILT(AAI.),tan tQ fight reddish brovrrr, <br /> mseal '_�i r:;:; msdum stiff tO wry stiff,damp,20 b 30% <br /> 25 25 r r r s r very fine to firm grained send!2%day. <br /> ' r r T T modsrde sstlmMsd psrmdity <br /> Slough �L r r T.- Becomes dark reddish brown d 25 fL <br /> w ''ems <br /> ''rrrr <br /> = rrrr <br /> #3 sand SILT IfkAt),ysflowlsh brown.salt tO madam <br /> LU ;:;; - !diff.dry to damp,abundant mwoovkta <br /> 030 — tjll� 30 '`�'=,;:; flecks,high ealimkated parmrsability <br /> = 0.02 in. CLAY ICL),ton to whets,stiff,dry to damp, <br /> slatted low osdmotod psrrneabirdy <br /> 4-PVC <br /> -- ------------------------ <br /> o- casing <br /> 33 35 <br /> 14.5• EXPLANATION <br /> T Water feral during drilling(date) 0 Location of split tube drhoe sample <br /> S; Water"(fig) Location of split tube drive <br /> --- Contact(dashed where approximate) sample In brass tube <br /> k k k k k!!r!!! Gradations#Contact Plug sample <br /> Well Construction Details and Subsurface Lithology-Well MWA (SJMA) <br />
The URL can be used to link to this page
Your browser does not support the video tag.