My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0010975_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MIDDLE
>
13400
>
2600 - Land Use Program
>
UP-96-0002
>
SU0010975_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/28/2020 5:09:51 PM
Creation date
9/6/2019 10:11:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010975
PE
2656
FACILITY_NAME
UP-96-0002
STREET_NUMBER
13400
Direction
W
STREET_NAME
MIDDLE
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
21204002
ENTERED_DATE
7/15/2016 12:00:00 AM
SITE_LOCATION
13400 W MIDDLE RD
RECEIVED_DATE
7/15/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\wng
Supplemental fields
FilePath
\MIGRATIONS\M\MIDDLE\13400\UP-960002\SU0010975\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.
/
56
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
This will prevent concentrated organic loading and prolong the lifespan of the disposal system. <br /> Total Soluble Solids (TSS) originating from organics can also create and enhance biomat <br /> formation between the native soil and effluent interface, thus restricting infiltration. The biomat, <br /> also referred to as a clogging mat, is a biological, slimy substance which forms on the soil-effluent <br /> interface over time. This mat is composed mostly of aerobic and anaerobic bacteria and bacterial <br /> products consisting of polyuronides and polysaccharides. The biomat does have one beneficial <br /> property of removing approximately 10%of the nitrogen from the effluent. <br /> Additional wastewater constituents may consist of coffee,juices or other similar type liquids to the <br /> system. It is imperative that no industrial or commercial chemicals, solvents, excessive cleaners, <br /> etc. are introduced into the septic system, as well as other items such as cloth, plastic, etc. <br /> The new kitchen sink must not contain a garbage disposal and oils and grease must not be poured <br /> down the sink drain. All fixtures (faucets, toilets,urinals) must be of the lowest flows available. <br /> A water softener should not be installed on the domestic water supply line since the sodium <br /> liberated could deflocculate the clays and collapse the soil structure of the effluent receiving soils. <br /> 1�ILS§3.3. Table 6 below summarizes concentrations of septic tank constituents. To determine <br /> the nitrogen concentration for use in the nitrate loading calculations, an effluent sample was <br /> obtained from the second existing septic tank, before effluent disposal. The primary constituent <br /> tested was nitrogen. Total Kjeldahl Nitrogen(TKN) is the summation of ammonia-nitrogen(NH4) <br /> and organic nitrogen(proteins, amino acids, enzymes). Since the septic tank is predominately <br /> anaerobic, nitrogen cannot exist in its oxidized state as nitrate for any length of time in the septic <br /> effluent, and if it does, it is quickly reduced to NO or NOZ. If nitrate existed in the tank effluent, <br /> this would also be added to ammonium and organic nitrogen to arrive at Total Nitrogen. <br /> In addition, septic tank effluent concentrations from various researchers that have been published <br /> in Small and Decentralized Wastewater Management Systems, along with septic tank effluent <br /> concentrations for the constituents listed by the U.S.E.P.A. are listed in the Table. <br /> 10 <br /> Chesney Consulting <br />
The URL can be used to link to this page
Your browser does not support the video tag.