My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_1959 - 1989
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CORRAL HOLLOW
>
31130
>
4400 - Solid Waste Program
>
PR0440003
>
CORRESPONDENCE_1959 - 1989
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/27/2021 2:22:37 PM
Creation date
1/27/2021 2:47:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1959 - 1989
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
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.
/
300
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
0 <br /> ell Mile <br /> If surface waters are threatened by constituents in a constituent in the liquid waste exceeds this level,the <br /> waste,increases in the distance of travel from the site waste is classified as a'designated waste'and Class II <br /> of waste discharge to surface water,in the volatility,re- containment is required if discharge is to occur to a <br /> activity,degradability or octanol/water partition waste management unit at this site. Wastes having <br /> coefficient of the waste constituent,and in the amount concentrations below the Designated Level are as- <br /> of initial dilution that the waste or leachate would sumed not to pose a significant water quality threat at <br /> receive upon entering surface waters will cause the the site and may be discharged with less than this level <br /> attenuation factor to be larger. Increases in the steep- of containment. <br /> ness of the terrain,in the polarity of the constituent,in <br /> the amount of interconnection of ground and surface Soluble Designated Levels for Solid Wastes <br /> waters,in the concentrations of solvents or other <br /> chemicals that can act as carriers for the constituent, As moisture from within a waste or from rainfall <br /> and in the total constituent loading will lower the percolates toward the base of a landfill,soluble waste <br /> attenuation factor. constituents are accumulated and leachate is formed. <br /> Constituents in leachate at the base of a landfill pose a <br /> Undoubtedly the most important characteristic that similar water quality threat to constituents in an <br /> must be evaluated in the derivation of environmental impounded liquid waste. The processes of environ- <br /> attenuation factors is the relative uncertainty of the mental fate which act to attenuate constituent concen- <br /> data and assumptions used to quantify environmental trations are the same in either case. Therefore,Desig- <br /> fate processes. The more uncertainty involved in the nated Levels may be calculated for leachate constitu- <br /> estimation of environmental attenuation factors,the ents in the same manner as for liquid waste constitu- <br /> more the assumptions being used in their derivation ents,as shown in Figure 6. In this example,the drink- <br /> should lean in the direction of underestimating the ing water standard for arsenic(0.05 mg/1)has been <br /> amount of attenuation expected to occur. In this way,a chosen as the water quality goal to protect ground <br /> greater assurance of water quality protection is pro- water at this site for domestic use,and the environ- <br /> vided. The degree of uncertainty in the estimation of mental attenuation factor has been estimated to be <br /> environmental attenuation should also be reflected in equal to "n". The Designated Level for arsenic in <br /> the amount of vadose zone and ground water monitor- <br /> ing that is required for a waste management unit. <br /> Greater uncertainty necessitates a greater monitoring SOLUBLE DESIGNATED LEVEL FOR <br /> effort to assure that the attenuation factor setting A CONSTITUENT OF A SOLID WASTE <br /> process was sufficiently protective of water quality. <br /> DOMESTIC <br /> WATER UNLINED LANDFILL OR WASTE PILE <br /> Site-and constituent-specific information regarding WELL <br /> key environmental fate characteristics under reason- s^ ^ n.... <br /> 0.�xn <br /> _n mg soka As!kg waoa <br /> able worst-case conditions may be used to estimate liter a® :ctt <br /> attenuation factors for specific waste constituents at the bio�m°A`�fromr»wEr <br /> v vv iv <br /> site. The DHS publication The California Site Mitigation <br /> Decision Tree Manual,the EPA document Water Related ::. r,..•.;.. :,,. <br /> m0 > :<: <br /> Environmental Fate of the 129 Priority Pollutants,the (o.as in) ti :•:: .`. <br /> Handbook of Environmental Data on Organic Chemicals by :;r;k: '` <br /> Karel Verschueren,and the EPA publication DRASTIC. <br /> A <br /> Standardized <br /> System em f or Evaluating <br /> Ground Water <br /> y <br /> er <br /> Pollution Potential Using Hydrogeologic Settings contain n.-FOLD..._...... <br /> information and procedures that can be used to assess ATTENUATION << <br /> the fake ofh <br /> c emical <br /> s in <br /> the environment ent and estimate <br /> environmental attenuation factors for specific waste <br /> constituents and site conditions. <br /> Designated Levels for L Lquuid Wastes _ TIM <br /> Once the water quality goal is selected and an environ- • • ' ' • ' ' ' ' • • ' ' • • • • <br /> mental attenuation factor is estimated,their values are • • 0.05 Mg /wer o1 GROUND <br /> W. standard) <3 WATER <br /> multiplied together to obtain a Designated Level . . . . . . . . . . . .. . . . . . . . . FLOW <br /> applicable to the specific liquid waste constituent and <br /> site of proposed discharge. If the concentration of a Figur:.6 <br /> Page 5 Designated Level Methodology Summary <br />
The URL can be used to link to this page
Your browser does not support the video tag.