My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007177
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
88 (STATE ROUTE 88)
>
14000
>
3500 - Local Oversight Program
>
PR0544811
>
ARCHIVED REPORTS_XR0007177
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/20/2024 9:21:19 AM
Creation date
9/5/2019 1:48:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007177
RECORD_ID
PR0544811
PE
3528
FACILITY_ID
FA0000091
FACILITY_NAME
Colonial Energy CE 40138 (DBA Power Mart)
STREET_NUMBER
14000
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
CURRENT_STATUS
02
SITE_LOCATION
14000 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
206
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
t <br /> Project TIME OIL — 14000 E HYFY 88, LOCKEFORD, CA Log of Boring/Monitoring 17ell Page 3 of 4 <br /> Boring Location East of drainage pond, in alley Project No J0710-001-01 a gYpr- <br /> Subcontractor and Equipment Mitchell Drilling, CME75HT Logged By T Brown lel Yy <br /> piing Method 2" Split Spoon Sampleri Monitoring Device 580B OVM PID Comments <br /> L Date/Time 07/17/96//1545 Finish Date/Time 07/18/96//0830 8-Inch Outside Diameter <br /> Solid Flight Augers <br /> First Water (BGS) 80 Feet Stabilized Water Level (BGS) 77 51 Feet <br /> [c o z V Surface Elevation 100 11 Casing Top Elevation 9963 <br /> a- Boring Abandonment/ <br /> .I o p s rn LITHOLOGIC DESCRIPTION well Construction Details <br /> pa (color grain size consistency moisture other) <br /> 60HYDRATED <br /> --- - <br /> � BENTONITE <br /> 61 =SW= CHIPS <br /> 62 <br /> ` 2-INCH <br /> 63 SCH 40 <br /> PVC <br /> 1 n 64 � CASING <br /> 12 W 1D0 0 SP GRAVELLY SAND, MODERATE YELLOWISH BROWN ��� ?� <br /> /5 65 :c <br /> s€s (10 YR 5/4), COARSE GRAINED SAND, <br /> j <br /> 66 <br /> WET UP TO I INCH IN DIAMETER * s 2-INCHSCH 40 <br /> h t <br /> ' 4 PEBBLES, NO PETROLEUM ODOR PVC 0 02 <br /> 67 (40,60,0 0) SCREEN <br /> Y � <br /> 68 i- 3 SAND <br /> 69 <br /> 1F 10 UNABLE TO RETAIN SAMPLE FOR ANALYSIS DUE TO <br /> I 70 y` PRESENCE OF UP TO 2 5 INCHES IN DIAMETER PEBBLES re <br /> 71 <br /> � NO <br /> i 72 , <br /> 73 <br /> II 74 <br /> 2 100 _ GC CLAYEY GRAVEL WITH SOME SAND, GREENISH BLACK, ` <br /> /6 75 (5 GY 2/1) COARSE GRAINED SAND ` <br /> DENSE, MOIST, NO PETROLEUM y <br /> 76 ODOR (50 20,0,30) UNABLE TO <br /> 77 RETRIEVE A SAMPLE DUE TO <br /> PRESENCE OF PEBBLES <br /> 78 <br /> 1 y <br /> ff <br /> 100 79 SANDY GRAVEL WITH MINOR CLAY, COARSE GRAINED 3 <br /> 12 m /6 O SAND SATURATED DENSE " <br /> 80 UP TO 1 5 INCHES IN DIAMETER <br /> 81 PEBBLES PRESENT, NO PETROLEUM <br /> ODOR (50,40,0 10) µ <br /> i 8 3 — ' <br /> 76 „ <br /> 12.16 / 84 <br /> /6 O --CL= GRAVELLY CLAY WITH SOME SAND GREENISH BLACK ` v <br /> 85 <br /> i (5 G 2/i} SATURATED DENSE UP TO <br /> 86 2 INCHES IN DIAMETER PEBBLES <br /> NO PETROLEUM ODOR (35 20,0 45) r <br /> 87 <br /> 88— <br /> 89 a r <br /> 11� 62 p AS ABOVE (30 20 0 50} <br />� Reviewed by Date <br /> s E C o R <br /> Revised by Date <br />
The URL can be used to link to this page
Your browser does not support the video tag.