My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0002230
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TURNER
>
1973
>
2600 - Land Use Program
>
UP-98-03
>
SU0002230
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:29:07 AM
Creation date
9/9/2019 10:46:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002230
PE
2626
FACILITY_NAME
UP-98-03
STREET_NUMBER
1973
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
1973 W TURNER RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\APPL.PDF \MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\CDD OK.PDF \MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\EH COND.PDF \MIGRATIONS\T\TURNER\1973\UP-98-03\SU0002230\EH PERM.PDF
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
301
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
Wastewater Treatment System <br /> , FALL.CREEK <br /> Engineering Report "r,�[ ENGINEERING,INC. <br /> receive a high level of treatment as the water flows through the planted wetland area. Microbes <br /> attached to the surface of the media and on the roots of the plants will digest and treat wastewater <br /> constituents. A schematic of the proposed system is shown in Figure 1.1. More information <br /> about the existing winery and proposed treatment system can be found in the accompanied plans <br /> and the Report of Waste Discharge prepared by Fall Creek Engineering, April 2002. <br /> The combination of the screen, septic tank, and wetland is expected decrease effluent BOD <br /> (organic matter), nitrogen and suspended solids content by 80 to 95 percent. Treated wastewater <br /> %„ will be applied at appropriate agronomic rates and loadings to a 0.6-acre landscape irrigation <br /> %W area. Most wastewater applied to the grassed area will be lost to evapotranspiration with a small <br /> amount potentially infiltrating. <br /> r. <br /> 0.6-ACRE IRRIGATION AREA <br /> _ FLOOR DRAINS C� <br /> PUMP TANK AND <br /> PUMP BASIN PUMP SYSTEM <br /> VAr WITH LOW-HEAD <br /> HIGH VOLUME <br /> `► EFFLUENT PUMP <br /> 1%r <br /> STORMWATER <br /> DETENTION AREA <br /> 0.22 <br /> SEPTIC TANK <br /> J GALLON WETLANDS <br /> SEPTIC <br /> PARABOLIC <br /> SCREEN FILTER <br /> `, Figure 1.1 Schematic of the Proposed Treatment System <br /> `. <br /> %W <br /> '1r <br /> %W <br /> *Ar <br /> %W <br /> r. <br /> NW <br /> ,%W <br /> \. <br /> `. <br /> JESSIE'S GROVE WINERY MAY 2002 <br /> 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.