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
%W <br /> %W- <br /> FALL CREEK <br /> Wastewater Treatment System ENGINEERING,INC. <br /> `.. <br /> %W TABLE Of CONTENTS <br /> *W <br /> %W PART I - ENGINEERING REPORT <br /> %W 1. INTRODUCTION............................................................................................................................................. 1 <br /> 14W 2. WASTEWATER FLOW/QUALITY...............................................................................................................3 <br /> 2.1. WINERY WASTEWATER QUALITY CHARACTERISTICS..................................................................................... 3 <br /> `. 2.2. WINERY WASTEWATER FLOW ESTIMATES...................................................................................................... 3 <br /> 2.3. DAILY ORGANIC LOAD................................................................................................................................... 7 <br /> 3. DESIGN CRITERIA AND CALCULATIONS—CURRENT EXPANSION.............................................. 8 <br /> 3.1. PARABOLIC SCREEN........................................................................................................................................ 9 <br /> `" 3.2. SEPTIC TANK................................................................................................................................................... 9 <br /> Iftw 3.3. WATER BALANCE CALCULATIONS..................................................................................................................9 <br /> 3.4. ORGANIC LOADING RATES............................................................................................................................ 13 <br /> ♦. 3.5. HYDRAULIC DETENTION TIME...................................................................................................................... 14 <br /> 3.6. STORMWATER STORAGE CAPACITY.............................................................................................................. 15 <br /> 3.7. LAND APPLICATION ...................................................................................................................................... 15 <br /> 4. DESIGN CRITERIA AND CALCULATIONS—10-YEAR PLAN............................................................ 16 <br /> 4.1. SEPTIC TANK................................................................................................................................................. 16 <br /> '`. 4.2. WATER BALANCE CALCULATIONS................................................................................................................ 16 <br /> 4.3. ORGANIC LOADING RATES............................................................................................................................ 18 <br /> 4.4. DETENTION TIME.......................................................................................................................................... 18 <br /> *Mr 4.5. STORMWATER STORAGE CAPACITY.............................................................................................................. 19 <br /> `, 5. LAND DISPOSAL SYSTEM DESIGN AND ANALYSIS..........................................................................20 <br /> %W 5.1. IRRIGATION PLAN..........................................................................................................................................20 <br /> 5.2. SURFACE LOADING RATE..............................................................................................................................21 <br /> \r <br /> 6. OPERATIONS AND MAINTENANCE.......................................................................................................23 <br /> 6.1. WASTEWATER TREATMENT SYSTEM.............................................................................................................23 <br /> %W 6.2. LAND DISPOSAL FIELDS................................................................................................................................23 <br /> 6.3. WASTEWATER MONITORING.........................................................................................................................24 <br /> `, 7. REFERENCES................................................................................................................................................25 <br /> %W <br /> PART II - SPECIFICATIONS <br /> L <br /> 1. SCOPE OF WORK.........................................................................................................................................26 <br /> rr <br /> `, 2. PARABOLIC SCREEN..................................................................................................................................26 <br /> 'W 3. SEPTIC TANK................................................................................................................................................ 26 <br /> \+ 3.1. CONCRETE INFLUENT TANK...........................................................................................................................26 <br /> %W 3.2. PUMP VAULT.................................................................................................................................................27 <br /> '%W 4. EARTHEN BERM.........................................................................................................................................27 <br /> 4.1. MATERIALS...................................................................................................................................................27 <br /> 4.2. EQUIPMENT...................................................................................................................................................27 <br /> 5. WETLAND LINER........................................................................................................................................27 <br /> JESSIE'S GROVE WINERY MAY 2002 <br /> �" 11 <br />
The URL can be used to link to this page
Your browser does not support the video tag.