My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_2023 CVRWQCB WASTER DISCHARGE REQUIREMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
2023-2025 Reports
>
COMPLIANCE INFO_2023 CVRWQCB WASTER DISCHARGE REQUIREMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/31/2024 10:30:25 AM
Creation date
11/22/2023 10:15:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2023 CVRWQCB WASTER DISCHARGE REQUIREMENTS
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 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.
/
270
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
DRAFT [TENTATIVE] WASTE DISCHARGE REQUIREMENTS ORDER R5-2023-00XX 14 <br />FORWARD, INC. <br />FORWARD LANDFILL <br />SAN JOAQUIN COUNTY <br />freshwater habitat (COLD); wildlife habitat (WILD); and spawning, reproduction <br />and/or early development (SPAWN). <br />38.Groundwater underneath the Facility is first encountered between approximately <br />60 and 80 feet below ground surface (bgs). Groundwater elevations range <br />between -14 and -30 feet MSL. The depth to groundwater fluctuates seasonally <br />as much as 10 feet. Groundwater is unconfined. <br />39.The direction of groundwater flow is generally toward the north-northeast. The <br />estimated average groundwater gradient is approximately 0.002 feet per foot. <br />The estimated average groundwater velocity is 195 feet per year. <br />40.According to the Basin Plan, the designated beneficial uses of groundwater at <br />the Facility are municipal and beneficial use (MUN), agricultural supply (AGR), <br />industrial service supply (IND), and industrial service supply (PRO). <br />41.According to previous WDRs adopted in 2003 and 2014, there are 35 domestic, <br />industrial, and agricultural supply wells within one mile of the Facility. These <br />WDRs require the Discharger to submit an updated sensitive receptor survey. <br />See Table 17, Item 6. <br />42.Class III WMUs must be designed and constructed to withstand a maximum <br />probable earthquake (MPE), whereas Class II WMUs must withstand a maximum <br />credible earthquake (MCE) (Title 27, sec. 20370). The Discharger's site-specific <br />seismic analysis indicates that an earthquake occurring along the Great Valley <br />Fault, at a closest rupture distance of 20 miles southwest of the site, would result <br />in the events summarized in Table 2. <br />Table 2—Seismic Analysis <br />Earthquake Magnitude Peak Ground <br />Acceleration <br />Return <br />Period <br />Max Credible <br />(MCE) <br />6.7 0.13 g 1,000 <br />Years <br />Max Probable <br />(MPE) <br />6.4 0.09 g 1,000 <br />Years <br /> See Glossary for definitions of terms and abbreviations in table. <br />43.Based on data from the nearest weather station (Stockton weather station <br />number B00-8560), the Facility has an annual average precipitation of 14.27 <br />inches, and a mean pan evaporation of 78.43 inches per year as measured from
The URL can be used to link to this page
Your browser does not support the video tag.