My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004637 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
J
>
JACK TONE
>
23800
>
2600 - Land Use Program
>
PA-0400301
>
SU0004637 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:31:01 AM
Creation date
9/6/2019 10:25:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004637
PE
2622
FACILITY_NAME
PA-0400301
STREET_NUMBER
23800
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
02105090
ENTERED_DATE
9/27/2004 12:00:00 AM
SITE_LOCATION
23800 N JACK TONE RD
RECEIVED_DATE
6/9/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\23800\PA-0400301\SU0004637\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.
/
82
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
June 3, 2005 <br /> NOA Project Number: E05062A <br /> requirements of the EHD. A percolation test with a duration of four hours was performed for each <br /> hole. The final half-hour of each four-hour percolation test was observed by Mr. Mike Huggins, <br /> Registered Environmental Health inspector, EHD. <br /> Measurement of the water level during the percolation test was from a fixed reference point on the <br /> PVC casing using an electric well sounder with an depth accuracy of 1/100th foot. All tabulated <br /> values on the field data sheet (appendix) are in decimal feet. After water drop was observed, the <br /> holes were checked for refill. The refill level was approximately 0.5 ft (6 inches) of water above the <br /> bottom level of the percolation test hole. The readings were taken approximately every 30 minutes <br /> for a period of four hours. <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth; a <br /> satisfactory percolation rate for a shallow test is less than or equal to 60 minutes per inch drop. A <br /> deep percolation test is defined as being between 3.5 and 25 feet in depth; a satisfactory percolation <br /> rate for a deep test is 30 min/in or less. One percolation test must demonstrate a satisfactory <br /> percolation rate within the proposed septic system disposal field of each parcel to be suitable for a <br /> standard septic system. Details of the percolation tests are summarized in Table 5. <br /> 1 Table 5. <br /> Summary of Percolation Tests. <br /> i <br /> Test No., Percolation Percolation Rate Test Comment <br /> Date Tested Test Depth (ft) (minutes/inch) Duration (see notes) <br /> P-1 shallow,6/1/05 3.30 6.58 4-hr Satisfactory percolation rate <br /> (Parcel 1) <br /> P-2 shallow,6/1/05 3.38 50 4-hr Satisfactory percolation rate <br /> } (Parcel 2) <br /> P-3 shallow,6/l/05 3.20 83.3 4-hr Slow percolation rate, fail <br /> (Parcel 3) <br /> P-3 deep,6/1/05 21.90 19.2 4-hr. Satisfactory percolation rate <br /> (Parcel 3) <br /> P-4 shallow,6/1/05 3.10 4-hr No water drop observed last <br /> (Parcel 4) half an hour,fail <br /> P-4 deep,6/1/05 20.73 4.31 4/ 4-hr. Satisfactory percolation rate <br /> Parcel 4 <br /> Note: A satisfactory percolation rate for a"shallow" test is less than or equal to 60 minutes per inch. <br /> A satisfactory percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> �r <br /> The soils within the sewage disposal areas of the septic area have demonstrated a satisfactory <br /> percolation rate in accordance with the requirements of the EHD. <br />
The URL can be used to link to this page
Your browser does not support the video tag.