My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0010912 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MEHRTEN
>
19099
>
2600 - Land Use Program
>
PA-1600119
>
SU0010912 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:34:50 AM
Creation date
9/6/2019 10:09:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010912
PE
2622
FACILITY_NAME
PA-1600119
STREET_NUMBER
19099
Direction
E
STREET_NAME
MEHRTEN
STREET_TYPE
RD
City
CLEMENTS
Zip
95227-
APN
02302005
ENTERED_DATE
5/16/2016 12:00:00 AM
SITE_LOCATION
19099 E MEHRTEN RD
RECEIVED_DATE
5/16/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MEHRTEN\19099\PA-1600119\SU0010912\SS 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.
/
60
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
1 <br /> ' 3.7 Description of Proposed or Expected Maximum (including second unit dwellings) <br /> septic tank usage on site: Each parcel is entitled to a primary residence and a second unit <br /> ' dwelling. Any new systems must be constructed under a permit. <br /> 4.0 GROUNDWATER INFORMATION SECTION: <br /> ' 4.1 Description of the Depth and Gradient of Groundwater in the General Area: The depth to <br /> ground water in this area is approximately 140 feet according to the map of"Lines of Equal Depth <br /> ' to Groundwater" published Spring, 2015, by the San Joaquin County Flood and Water Conservation <br /> District. The gradient descends from east to west. <br /> ' 4.2 Description/Discussion of any Existing and/or Potential Groundwater <br /> Contamination Issues in the General Location of the Site: The concerns for groundwater <br /> contamination in this area are deemed moderate due to the depths involved. Types of activity in the <br /> ' area include crop fertilization, pesticides and other chemicals used to protect the vineyards. <br /> Insecticides, pesticides, and fertilizers typically do not significantly impact groundwater at these <br /> depths. However, as with any agricultural area, there is always a potential for contamination due to <br /> ' chemicals used in the farming operation. <br /> 4.3 Description of Location (address/APN), Type and Construction of Well and Location <br /> ' (well head/kitchen tap) Where Water Sample(s)were obtained: Water samples were taken <br /> from a spigot at the domestic well located on the subject property on July 28, 2016, by Mike Toy <br /> of Dillon& Murphy. <br /> ' 4.4. Description of Constituents Being Tested for in the Water Sample: The water samples are <br /> being tested for nitrates and DBCP. <br /> ' 4.5 Description of How Sample was Obtained, Handled, Stored, and Transported to the <br /> ' Lab: The water samples were obtained from a spigot at the domestic well located at 19099 <br /> Mehrten Road. The samples were taken by Mike Toy of Dillon& Murphy and driven directly to <br /> Precision Enviro-Tech. The samples were taken and handled in accordance with Precision Enviro- <br /> ' Tech requirements. The results from the test can be found in the Appendix. <br /> 4.6 Complete Chain of Custody Document, Including Printed and Signed Name of Third <br /> ' Party Sampler, Condition of Sample and Date and Time the Sample was Submitted to the <br /> Lab. For Laboratory Samplers, Complete Laboratory Report to Include the Above Noted <br /> Information: The complete chain of custody document is located in the Appendix. <br /> 5.0 SOIL PROFILE INFORMATION SECTION: <br /> ' 5.1 Site Map Showing the Location,with Dimensions, of the Soil Profiled Pit on the Parcel. See <br /> Appendix. <br /> ' 5.2 Description of Soil Profile Pit Including Depth and Dimensions. The shallow test hole was <br /> prepared per County Standards. The hole was excavated to a depth of 42 inches and 10 inches in <br /> diameter. The hole was backfilled with 2 inches of"pea gravel." <br /> ' 2 <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.