My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0005084 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TRETHEWAY
>
17510
>
2600 - Land Use Program
>
PA-0500323
>
SU0005084 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:31:27 AM
Creation date
9/9/2019 10:44:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005084
PE
2690
FACILITY_NAME
PA-0500323
STREET_NUMBER
17510
Direction
N
STREET_NAME
TRETHEWAY
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05118018 & 19
ENTERED_DATE
6/8/2005 12:00:00 AM
SITE_LOCATION
17510 N TRETHEWAY RD
RECEIVED_DATE
6/3/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TRETHEWAY\17510\PA-0500323\SU0005084\NL 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.
/
83
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
January 4,2006 <br /> NOA Project Number: E05166B <br /> The septic system in the area appears to utilize leach lines and pits. <br /> ` 3.6 Septic Repair Permit History in the Vicinity <br /> G The following septic system repair permits were found for the vicinity of the Site during file review <br /> at EHD on December 20,2005. <br /> Table 3. <br /> Vicinity Septic System Permit Summary. <br /> Address,Date Tank Lines,Length,Pits Comments <br /> Capacity <br /> 17551 North Tretheway Addition of <br /> 8-12-74 2 seepage pits 33"x 25' Addition/Repair <br /> 17451 North Tretheway Addition of <br /> 6-2-78 2 seepage pits 33"x 25' Addition/Repair <br /> 17451 North Tretheway Addition of <br /> 8-13-73 2 seepage its 33"x 25' Addition/ Repair <br /> ... The septic system repairs in the area appear to be for the addition of pits. <br /> 3.7 Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected on-site septic tank usage for each parcel would be for a primary residence and a <br /> secondary dwelling unit. System design should be based on the On-Site Wlastexater Disposal Standards <br /> +� or other engineering recommendations. <br /> .. �' 4.0 GROUNDWATER INFORMATION <br /> 4.1 Ground Water Depth and Gradient <br /> The San Joaquin County Flood Control and Water Conservation District (1998 and 1999) ground <br /> water depth and elevation maps were reviewed to determine the ground water levels near the Site. <br /> .. The Fall 1998 and Spring 1999 maps are the most current official maps available from the County. <br /> According to these maps (Plates 3-6),ground water lies between 90 and 100 feet below ground <br /> surface and flows at a gradient of about 20 feet per mile down to the east in the vicinity of the Site. <br /> No ground water was encountered by the staff of Neil O. Anderson&Associates, Inc. during the <br /> drilling of 7 percolation test holes to a depth of three and a half feet and 25 feet on December 1, 4 <br /> and 18,2005. <br /> 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.