My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0007407 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TADDEI
>
100
>
2600 - Land Use Program
>
PA-0800266
>
SU0007407 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:33:02 AM
Creation date
9/9/2019 10:32:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007407
PE
2625
FACILITY_NAME
PA-0800266
STREET_NUMBER
100
Direction
E
STREET_NAME
TADDEI
STREET_TYPE
RD
City
ACAMPO
APN
01313023
ENTERED_DATE
10/6/2008 12:00:00 AM
SITE_LOCATION
100 E TADDEI RD
RECEIVED_DATE
10/6/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TADDEI\100\PA-0800266\SU0007407\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.
/
95
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
The general area consists of agriculture with a few scattered residences. <br /> 1.3.5 Septic Permit History in the Vicinity <br /> Based on a recent file review at EHD, the septic systems in the area appear to utilize leach lines <br /> with seepage pits and some sumps. The septic permits can be found in the back of this report. <br /> 1.3.6 Septic Repair Permit History in the Vicinity <br /> Based on a recent file review at the EHD, the septic repairs in the vicinity appear to be for the <br /> addition of leach lines and seepage pits with some sumps. The septic repair permits can be <br /> found in the back of this report. <br /> 1.3.7 Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected usage on each proposed parcel would be for the existing residence, guest <br /> house and caretaker's house. A septic system will also serve the proposed banquet hall and <br /> wine tasting room. Septic system design should be based on the On-Site Wastewater Disposal <br /> Standards or other engineering recommendations. <br /> 1.4 Ground Water Information <br /> 1.4.1 Ground Water Depth and Gradient <br /> The San Joaquin County Flood Control and Water Conservation District (2003 and 2004) <br /> groundwater elevation maps were reviewed to determine the groundwater levels near the Site. <br /> The Fall 2003 and Spring 2004 maps are the most current official maps available from the <br /> County. According to these maps, (Plates 3 and 4), groundwater elevation lies between 0 and <br /> 10 feet above mean sea level. The elevation of the land, as previously mentioned in Section <br /> 1.1, ranges between approximately 25 and 40 feet above mean sea level. Therefore, the depth <br /> to groundwater (the difference between the elevation of the Site and the elevation of <br /> groundwater), ranges between approximately 15 and 35 feet below the ground surface. The <br /> groundwater in the vicinity of the Site appears to flow to the northeast. <br /> A groundwater boring was drilled to a depth of eight and a half (8.5) feet on December 14, <br /> 2008. No groundwater was encountered. <br /> 1.4.2 Potential Ground Water Contamination Issues <br /> Identifying potential ground-water contamination sources was not part of the scope of work for <br /> the soil suitability study. Potential ground-water contamination can occur from a number of <br /> sources which often include leaky underground storage tanks, agricultural activities, dairies, <br /> septic systems, and storm water infiltration. Agricultural activities and the use of septic systems <br /> in the area should be considered potential ground-water contamination sources. <br /> 902 Industrial Way-Lodi,CA 95240.209.367.3701 -Fax 209.369.4228 C2008Neil 0.Anderson&Associates,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.