My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0008968 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MACKVILLE
>
29000
>
2600 - Land Use Program
>
PA-1100215
>
SU0008968 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:33:46 AM
Creation date
9/6/2019 9:57:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008968
PE
2622
FACILITY_NAME
PA-1100215
STREET_NUMBER
29000
Direction
N
STREET_NAME
MACKVILLE
STREET_TYPE
RD
City
CLEMENTS
APN
00918007 08
ENTERED_DATE
11/14/2011 12:00:00 AM
SITE_LOCATION
29000 N MACKVILLE RD
RECEIVED_DATE
11/14/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MACKVILLE\29000\PA-1100215\SU0008968\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.
/
59
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
An electronic well sounder with a depth accuracy of 1/100th foot was utilized for the <br /> water level measurements. The water level was measured against a fixed reference <br /> point on the well casing. Measurements were recorded on the data sheet in decimal <br /> feet. When necessary after measuring the water level, the hole was refilled with water <br /> to a level of six inches or more above the bottom of the hole. <br /> Percolation Test Results <br /> The completed percolation test forms are included in Appendix 3 of this report. The <br /> forms were signed by Mr. Escotto and indicate percolation rates for the holes based on <br /> the final water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow <br /> percolation test hole has a depth between 36 and 42 inches; a satisfactory percolation <br /> rate for a shallow test is less than or equal to 60 minutes per inch (min/in) drop. A deep <br /> percolation test hole has a depth greater than 3.5 up to 25 feet; a satisfactory <br /> percolation rate for a deep test is 30 min/in or less. For the Site to utilize a standard <br /> septic system, one percolation test (either a shallow or deep test) must demonstrate a <br /> satisfactory percolation rate within the proposed septic system disposal field. <br /> Only shallow tests were performed for the proposed parcels of the Site. Details and <br /> results of the percolation tests are summarized in the following table. <br /> Table 2. Percolation Test Summary <br /> Test No., Percolation Percolation Test Duration Comments <br /> Date Tested Test Rate (see notes) <br /> Depth (ft.) (minutes/inch) <br /> P1, Satisfactory <br /> 10/21/11 3.10 8.1 4 hr. perc. rate <br /> Shallow Test <br /> P2 Satisfactory <br /> 10/25/11 3.15 20.8 v 4 hr. <br /> Shallow Test perc. rate <br /> P3 Satisfactory <br /> 10/21/11 3.05 3.7 4 hr. <br /> (/ perc. rate <br /> P4 Satisfactory <br /> 10/21/11 3.20 3.3 �/ 4 hr. <br /> Shallow Test perc. rate <br /> Note: A satisfactory percolation rate for a "shallow' test is less than or equal to 60 minutes per inch. A satisfactory <br /> percolation rate for a "deep"test is less than or equal to 30 minutes per inch. <br /> LOGE 1126 Page 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.