My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004406 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
J
>
JACK TONE
>
500
>
2600 - Land Use Program
>
SA-01-64
>
SU0004406 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:30:46 AM
Creation date
9/6/2019 10:26:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004406
PE
2632
FACILITY_NAME
SA-01-64
STREET_NUMBER
500
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
LINDEN
APN
10504015
ENTERED_DATE
5/19/2004 12:00:00 AM
SITE_LOCATION
500 N JACK TONE RD
RECEIVED_DATE
8/23/2001 12:00:00 AM
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\500\SA-01-64\SU0004406\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.
/
58
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
Sufficient soil and groundwater data has been collected and analyzed to determine that the water <br /> table is currently an acceptable distance below grade for there to be adequate biological treatment, <br /> according to published scientific literature. Mounding effects under the leachfield should be of no <br /> concern since the saturated zone is approximately 95 ft below grade. <br /> It is important to recognize that all septic systems have a life span which is dependant upon several <br /> factors, and therefore difficult to determine. As documented with percolation tests, the surface and <br /> deep subsurface soils under the subject facility are acceptable for the management of septic system <br /> effluent for an incalculable period of time. A 100%replacement area has been designated in the <br /> event a repair is needed, or an additional system installed. This area is immediately to the west of <br /> the proposed septic system. <br /> The on-site domestic well will be 800 ft downgradient from the new leachfield. Although it may <br /> E. take several years for the effluent to reach the water table, we recommend periodic monitoring of <br /> this well. Testing should include analysis for nitrate and chloride concentrations, which should <br /> also be helpful in determining any needed changes to the fertilization program. <br /> Potential nitrate-nitrogen loading will be alleviated by using a 2,000 gallon septic tank and a filter <br /> (e.g., Zabel® or OSI®Filters)placed in the second chamber of the septic tank. This will trap an <br /> additional 10-20%nitrogen from escaping out to the leachfield and seepage pits. A denitrification <br /> potential of 30% is projected within the soil environment due to the referenced soil characteristics <br /> of silty clays, clayey silts. <br /> Although rainfall has been factored into the nitrate loading equation, irrigation recharge is more <br /> significant in this location for creating a greater potential for nitrate-nitrogen impact to the <br /> underlying aquifer. Irrigation of the Foppiano walnut orchard will be by solid set sprinklers; <br /> therefore,the application of irrigation water can be closely monitored. <br /> Accurate "as-builts" of the septic system to be installed in the future must be supplied to the <br /> Environmental Health Department and all applicable "distance" requirements must be strictly <br /> followed. <br /> t <br /> 12 <br /> VafCey dig Research <br />
The URL can be used to link to this page
Your browser does not support the video tag.