My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004498 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Z
>
ZUCKERMAN
>
3443
>
2600 - Land Use Program
>
PA-0400286
>
SU0004498 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:30:49 AM
Creation date
9/9/2019 11:18:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004498
PE
2622
FACILITY_NAME
PA-0400286
STREET_NUMBER
3443
Direction
N
STREET_NAME
ZUCKERMAN
STREET_TYPE
RD
City
STOCKTON
APN
12908047 & 53
ENTERED_DATE
6/1/2004 12:00:00 AM
SITE_LOCATION
3443 N ZUCKERMAN RD
RECEIVED_DATE
6/1/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\Z\ZUCKERMAN\3443\PA-0400286\SU0004498\SS STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
56
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
L <br /> LNovember 3,2004 <br /> NOA Project Number: E040118A <br /> 6.0 PERCOLATION TEST INFORMATION <br /> 6.1 Percolation Test Locations <br /> L A site map indicating the locations of the percolation test holes is included as Plate 2 of this report (4-0 <br /> LA percolation test was not required for the designated remainder parcel. <br /> 6.2 Number of Percolation Tests <br /> LOne shallow percolation test was conducted on parcels 1, 2, 3, and 4 of the Site. <br /> 6.3 Boring Preparation and Presaturation <br /> LThe soil borings were excavated on the Site with a 4-inch diameter hand powered auger on October <br /> L11,2004. <br /> A 1.5-inch diameter PVC pipe with perforations on the bottom was used to measure the drop of <br /> water in the percolation test boring. Approximately 2 inches of"pea gravel" were placed in the <br /> bottom of the open soil boring,then the PVC pipe was installed on top of the gravel. Several inches 3� <br /> of"pea gravel' were backfilled in the annular space. h <br /> (o) (Msfi <br /> ` Presaturation of the percolation test holes occurred on October 11, 12 and 28,2004. The depth of <br /> water used to pre-soak was 12 inches above the bottom of the boring. <br /> 6.4 Condition of Borings After Presaturation <br /> JC220et <br /> 04. <br /> the24-hour soak period, the presaturated holes were found to be intact on October 12, 13 and <br /> On October 12,2004,percolation test location IS was found to be dry. On October 13, <br /> 4,Percolation test locations 3S and 4S were found to be dry. On October 13, 2004,percolation <br /> test location 2S was found with 3 inches of water in the bottom. Please see Plate 2 for percolation <br /> test locations. <br /> 6.5 Percolation Test Procedure <br /> L Percolation tests were conducted for the borings on October 12, 13 and 29,2004 in accordance with <br /> the requirements of the EHD. A percolation test with a duration of one hour was performed for <br /> L holes 1S and 4S, a percolation test with a duration of four hours was performed for 2S and 3S. The <br /> one hour test or the final half-hour of each four-hour percolation test was observed by Mr. Michael <br /> Escotto,Registered Environmental Health Specialist, EHD, Mrs. Linda Turkatte,Registered <br /> L Environmental Health Specialist,EHD,Mrs.Angelica Sandoval Registered Environmental Health <br /> Specialist, EHD,or Mr. Muni Naidu Senior Registered Environmental Health Specialist, EHD. <br /> L <br /> L 8 -,44 <br /> 1 <br /> to <br />
The URL can be used to link to this page
Your browser does not support the video tag.