My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_2022
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440011
>
CORRESPONDENCE_2022
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/14/2024 3:53:20 PM
Creation date
5/14/2024 9:57:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2022
RECORD_ID
PR0440011
PE
4445
FACILITY_ID
FA0006918
FACILITY_NAME
FORWARD RESOURCE RECOVERY FACI
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
01
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
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.
/
403
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
1-6 <br />Forward Composting Facility SWT Engineering <br /> Report of Composting Site Information - August 201 9January 2022 <br />z:\projects\allied waste\forward\resource recovery facility\5 yr permit rvw 2019-2020\rcsi 2019\text\sec 1.doc <br />desired. <br />⧫ 40 percent volume reduction after composting. <br /> <br />Figure 4 depicts the windrow composting using a windrow turning machine option and the <br />ASP system using positive aeration . The facility design capacity is discussed in Section <br />1.3.4 and calculations are included in Appendix B . <br />Sufficient space to store materials during p eak operating periods without infringing upon <br />traffic flow or equipment operation is available at the facility. In instances of emergency <br />situations where the inflow rate could be increased and/or additional waste storage is <br />needed, the LEA is contacted t o coordinate the best procedures to minimize potential short - <br />term environmental nuisances and public health issues and complaints. During periods of <br />peak loading, the unloading area may be expanded to accommodate higher hourly inflow <br />rates and minimize the potential for customer traffic stacking out onto Austin Road. The <br />vehicle queuing/stacking area leading up to the scales and fee booth is sufficient and has <br />proven adequate during peak loading. Additional manpower and equipment will be <br />available, as ne eded, during periods of peak loading. At no time will the site exceed the <br />1,100 tpd (for the Composting Facility) or 8,668 tpd (for the combined Forward Landfill, <br />RRF, and Composting Facility) permitted maximum for all wastes and materials. <br />1.3.2 Average Daily Throughput <br />The combined maximum tonnage for the Forward Landfill, RRF, and Composting Facility is <br />46,080 tons per week (not to exceed 8,668 tpd). The total permitted throughput for the <br />RRF is 3,080 tpd and as previously mentioned, the total maximum daily tonnage for the <br />Composting Facility is 1,100 tpd. The average load capacity that will be received will vary <br />with the maximum throughput of 1,100 tpd (for the Composting Facility), as discussed in <br />Section 1.3.1 . The current quantity being processed is a fraction of the maximum loading. <br />Forward develops organic materials for the marketplace and may increase the quantity of <br />materials composted depending on the demand and ability to use the composted product. <br />The specific materials to be composted dep end on a number of factors: <br />⧫ Availability of materials delivered to Forward <br />⧫ Available markets or end use of compost produced <br />⧫ Specific ratio of materials and compatibility in development of compostable mixtu res <br />(i.e., moisture content, Carbon:Nitrogen [C:N] ratio, porosity, etc). <br />1.3.3 Average Load Capacity Next Five Years <br />The projected average annual load will be market -driven and depends on the availability of <br />feedstock for the composting operation and for use of the product. Currently, it is thought <br />that the average load capacity will be less than the maximum throughput of 1,100 tpd. It <br />should be noted that the annual operation capacity is estimated to range from 332,000 to <br />572,000 cubic yards, in accordance with 14 CCR, Section 18227(h). <br />1.3.4 D esign Capacity <br />As previously discussed, the Compost Facility is designed to process approximately up to <br />1,100 tpd. The specific capacity depends on the composting process being used, density of
The URL can be used to link to this page
Your browser does not support the video tag.