My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
12001
>
4400 - Solid Waste Program
>
PR0507825
>
CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/10/2024 10:22:00 AM
Creation date
9/23/2020 2:07:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
RECORD_ID
PR0507825
PE
4442 - SW COMPOST SITE - QUARTERLY INSPECTION
FACILITY_ID
FA0003867
FACILITY_NAME
DELICATO VINEYARDS
STREET_NUMBER
12001
Direction
S
STREET_NAME
STATE ROUTE 99
City
MANTECA
Zip
95336
APN
20405008
CURRENT_STATUS
Active, billable
SITE_LOCATION
12001 S HWY 99
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
12001 S STATE ROUTE 99 MANTECA 95336
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
72
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
WASTE DISCHARGE REQUIREMENTS ORDER R5-2013-0028 -5- <br /> DELICATO VINEYARDS, INC. <br /> DELICATO FAMILY VINEYARDS <br /> SAN JOAQUIN COUNTY <br /> 19. Wastewater is currently collected in a gravity drain system that directs water into <br /> three sumps within the winery facility. Because the majority of the facility is <br /> exposed to the elements, storm water that falls on processing areas of the winery <br /> is collected in the wastewater sump system. Wastewater flow and quality have <br /> been monitored on a monthly basis since 2002, in accordance with Revised MRP <br /> 96-077. Wastewater constituent concentrations are highly variable depending on <br /> the season and operations being conducted at the winery. <br /> The following table summarizes annual flow rates and annual flow weighted <br /> average wastewater constituent concentrations from 2002 through 2011. <br /> Annual Annual Flow-Weighted Mean Result(m /L <br /> Flow NO3 as <br /> Year MGY BOD Sulfate N TKN TDS VDS FDS H' <br /> 2002 41.7 3,766 135 1.1 26 1,346 659 687 3.6-10.7 <br /> 2003 41.9 2,066 119 1.3 19 1,078 491 587 3.7-12.1 <br /> 2004 44.5 4,456 115 1.5 29 1,213 572 641 3.7-11.1 <br /> 2005 50.7 3,565 117 1.5 27 1,269 553 716 3.5-11.9 <br /> 2006 58.5 4,054 200 1.5 18 1,714 719 995 3.8-11.9 <br /> 2007 46.1 3,589 169 1.4 19 1,296 482 814 4.0-12.1 <br /> 2008 43.3 4,393 175 2.2 21 1,862 1,160 703 3.0-12.1 <br /> 2009 51.4 5,303 165 2.0 51 1,850 1,091 760 3.7-9.7 <br /> 2010 49.4 4,489 217 0.7 63 1,432 789 643 3.7-11.2 <br /> 2011 53.5 1 4,231 1 125 0.8 54 1,330 879 451 3.8-10.1 <br /> Average 2 48.1 1 3,987 1 154 1.4 32 1,442 736 706 3.0-12.1 <br /> pH values are reported as ranges for individual sumps. <br /> 2 Average values from 2002 through 2011. <br /> 20. Prior to 2011, the LAAs totaled approximately 20 acres. In 2011, the LAAs were <br /> reconfigured to include an additional three acres by shifting compost operations <br /> and removing internal roadways. All calculations for current discharge presented <br /> in the 2012 RWD were based on 20 acres of LAAs. <br /> 21. The 2012 RWD provided totals of wastewater discharge to 20 acres of LAAs <br /> between 2009 and 2011, as summarized below: <br /> Process Average Daily Average Yearly <br /> Year Wastewater Discharge Application Depth <br /> MGY MGD Inches <br /> 2009 51.4 0.14 95 <br /> 2010 49.4 0.14 91 <br /> 2011 53.6 0.15 99 <br />
The URL can be used to link to this page
Your browser does not support the video tag.