My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_1999
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
R
>
ROTH
>
850
>
2300 - Underground Storage Tank Program
>
PR0231898
>
COMPLIANCE INFO_1999
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/9/2020 8:21:13 PM
Creation date
6/3/2020 9:43:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1999
RECORD_ID
PR0231898
PE
2332
FACILITY_ID
FA0003966
FACILITY_NAME
SHARPE SITE/DEF LOG AGENCY
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
02
SITE_LOCATION
850 E ROTH RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2332_PR0231898_850 E ROTH_1999.tif
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.
/
463
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
- CORPS OF ENGINEERS 14 pcl�,v 7 ,,! a ) <br /> lCUMOTMER, IABORATORY <br /> FTEID DENSITY <br /> PROJECT v`�f 1��4�t% ; Fes= iv '; DATE <br /> FEATURE T�( ��tSAMPLE TAKEN <br /> FROM TO <br /> CONTRACT NO. G- <br /> ELEVATION TOP OF SAMPLE <br /> LOCATION e�= S.i s, <br /> DEPTH TO SAMPLE <br /> SOURCE OF MATERIAL AS✓A CTOP BOTTOM <br /> DESCRIPTION NO.ROLLER PASSES <br /> GROUND SURFACE CALIBRATION DENSITY NO. <br /> A. CONTAINER NUMBER ` TESTED BY fl-,r 5G� <br /> B. WT. INITIAL CONTAINER+SAND �t LBS. CALIBRATION OF DENSITY SAND <br /> C. WT.AFTER CONTAINER+SAND �o Lo 1 LBS, 1. WT.OF SAND +TARE I_BS <br /> D. WT.SAND(B-C)USE FOR K ,2(n LBS 2. WT.OF TARE LBS <br /> DENSITY DETERMINATION 3. WT. OF SAND LBS <br /> E. WET SAMPLE+ CONTAINER S� LBS 4. VOL.OF CONTAINER CU-FT <br /> F. WT. CONTAINER 3 y v LBS S: WT. CU-FT OF SAND(3/4) tri LBS <br /> G. WT.WET SAMPLE(E•F) H OC6 p O LBS COMPARISON OF FIELD DENSITY WITH MAXrMUM DENSITY <br /> H. SAND + CONTAINER START(FROM C) LBS 6. SEE LAB. COMPACTION TEST NO. <br /> LA <br /> I. SAND + CONTAINER FINISH I GOZ- LBS 7. MAXIMUM DENSITY(IAB. COMP) Z LB/CU-FT <br /> J. SAND IN HOLE + CONE(H-I) L�0(XI ' O.O LBS 8. DEGREE OF COMPACTION(7 ) % <br /> 2 <br /> K. SAND IN LOWER CONE + PLATE(D) J� LBS 9. COMPACTION REQUIRED (3 % <br /> L. SAND IN HOLE ONLY(J-K) S'S LBS 10. OPTIMUM MOISTURE 5 '� % <br /> M. DENSITY OF-SAND(5)- , LBS 11. WT:RETAINED NO. 4 LBS <br /> N. VOLUME OF HOLE(L 0 f„ Z CU-FT 12. WT. PASSING NO. 4 LBS % <br /> P. UNIT WET WT.SAMPLE( N ) �LA0, <br /> Z-- LB/CU-FT 13. TOTAL WT. LBS % <br /> R. UNIT DRY WT.SAMPLE( 100+Y) ,��• � LB/CU-FT <br /> ROCK CORRECTION (Pycnometer of chart method optional) <br /> AA. WT.IN AIR(SAT. SUR. DRY) GMS <br /> MOISTURE CONTENT BB, WT, IN WATER GMS <br /> S. CONTAINER NUMBER AA-BB CU-FT <br /> CC. VOL. ROCK 28.306 <br /> T. WT.MOIST. SAMPLE + CONTAINER O LBS AA LBS <br /> DD. CORRECT®WT.SAMPLE-453.6 <br /> U. WT. DRY SAMPLE+ CONTAINER '"I GIS LBS <br /> EE. CORRECTED VOL. HOLE H -CC CU-FT <br /> • V. WT. OF WATER(T-U) o� I LBS DD I <br /> I o o FF. CORRECTED UNIT WT. LE EF LBS/CU-FT <br /> W. WT.OF CONTAINER / LES COMPUTED BY f►� <br /> X. WT.OF DRY SAMPLE(U-W) 6S LBS CHECKEDBY <br /> Y. PERCENT MOISTURE(gSUBMITTED BY �1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.