My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0005243 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
J
>
JACK TONE
>
10161
>
2600 - Land Use Program
>
PA-0500432
>
SU0005243 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:31:33 AM
Creation date
9/6/2019 10:21:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005243
PE
2622
FACILITY_NAME
PA-0500432
STREET_NUMBER
10161
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
LODI
APN
06320003
ENTERED_DATE
7/25/2005 12:00:00 AM
SITE_LOCATION
10161 N JACK TONE RD
RECEIVED_DATE
7/25/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\10161\PA-0500432\SU0005243\SS 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.
/
30
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
v u <br /> EHD requires that there be sufficient distance for"treatment' of septic effluent before it encounters <br /> the groundwater table. This distance is normally regarded to be five feet in leachlines and 10 feet <br /> with seepage pits. Therefore, sufficient distance exists between the bottom of a maximum depth <br /> seepage pit and the current groundwater depth of 105 feet. <br /> (§ 6.8) The number of leachlines, sumps and/or seepage pits, and septic tank sizes are unknown for �(�,C <br /> each Parcel at this time since there is no proposal to build. <br /> (§ 6.7)No problems are anticipated for any future septic system on the property, other than typical <br /> lifespan concerns. Engineered septic systems will not have to be installed for this proposed <br /> subdivision unless there are continual failures. Each new system must have at least a 50% standby <br /> replacement area incorporated into the design of the septic system. All related septic system <br /> structures and the new domestic wells must comply with the published "distance" requirements <br /> from property borders, roads, irrigation fields and irrigation ditches, etc. <br /> It is important to recognize that all septic systems have a lifespan,which is dependant on several <br /> factors and is therefore difficult to determine. Septic system leachline failure would primarily <br /> result from the advanced formation of a"biomat" or"clogging mat' on the wetted soil/effluent <br /> interface. This mat is composed mostly of aerobic and anaerobic bacteria and bacterial products <br /> consisting of a slime of polyuronides and polysaccharides. If the soil/effluent interface is well <br /> aerated, a variety of soil microfauna such as nematodes and protozoa may digest the clogging mat <br /> bacteria. <br /> Since the shallow subsurface soils on the property consist of silts, clays and hardpan, anaerobic <br /> conditions may prevail over time which may decrease the expectant life of new leachfields. �� 1 <br /> Lifespan will be dependant upon the efficiency of the deep septic system structures (i.e., seepage <br /> pits)to manage effluent flows. If the leachlines are installed high in elevation, there will be a <br /> greater opportunity for oxygen intrusion from the atmosphere, thus theoretically assisting in biomat <br /> degradation, along with promoting evapotranspiration. <br /> In addition, soil moisture content of the subsurface soils will play an important role in septic <br /> system lifespan. For example, if heavy rains are experienced in any given winter, subsurface soil <br /> moisture content will increase dramatically, thus decreasing permeability. <br /> Page-5- <br /> Chesney Consulting <br />
The URL can be used to link to this page
Your browser does not support the video tag.