My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE_1985-2004
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
2450
>
2900 - Site Mitigation Program
>
PR0506303
>
SITE INFORMATION AND CORRESPONDENCE_1985-2004
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/23/2020 5:02:50 PM
Creation date
7/23/2020 4:28:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1985-2004
RECORD_ID
PR0506303
PE
2965
FACILITY_ID
FA0001086
FACILITY_NAME
MANTECA PUBLIC WORKS
STREET_NUMBER
2450
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
24130050
CURRENT_STATUS
01
SITE_LOCATION
2450 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
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.
/
284
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
• • <br /> INFORMATION SHEET ORDER NO. 97-115 (revised) -6- <br /> CITY OF MANTECA AND CITY OF LATHROP <br /> SAN JOAQUIN COUNTY <br /> • At the location of maximum plume diameter, approximately 98% of the river's cross section would <br /> have ammonia concentrations below acute toxicity levels. <br /> • An aquatic organism floating with the river current would take approximately 72 seconds to pass <br /> through the maximum length of the acute toxicity zone, assuming the river velocity of 0.56 fps. <br /> Chronic Toxicity Mixing Zone <br /> Chronic toxicity calculations used a river pH of 8.3, and a background river ammonia concentration of <br /> 0.07 mg/l. Plant effluent discharge pH was 7.08, and effluent ammonia concentration was 30 mg N/1. <br /> The chronic mixing zone was predicted to be: <br /> • Cigar-shaped plumes emanating from each diffuser port, extending a maximum of 51 feet down <br /> river. The plumes gradually widen as the effluent is mixed with river water to a maximum of 2.6 <br /> feet in diameter. The ammonia concentration decreases along the length of the plume. (Attachment <br /> E) <br /> • The cumulative cross sectional area of the 12 plumes is 63 square feet, and would cover a <br /> maximum of 3.2% of the river's cross sectional area. <br /> • At the location of maximum plume diameter, approximately 97% of the river's cross section would <br /> have ammonia concentrations below chronic toxicity levels. <br /> • An aquatic organism floating with the river current would take approximately 64 seconds to pass <br /> through the maximum length of the acute toxicity zone, assuming the river velocity of 0.56 fps. <br /> Worst Case Mixing Zone—Non-Summer Conditions (October—May) <br /> River flow was assumed to be 1032 cfs. <br /> Acute Toxicity Mixing Zone <br /> Acute toxicity calculations used a river pH of 8.4, and a background river ammonia concentration of <br /> 0.2 mg/l. Plant effluent discharge pH was 7.65, and effluent ammonia concentration was 35 mg N/l. <br /> The acute mixing zone was predicted to be: <br /> • Cigar-shaped plumes emanating from each diffuser port, extending a maximum of 28 feet down river. <br /> The plumes gradually widen as the effluent is mixed with river water to a maximum of 2 feet in <br /> diameter. The ammonia concentration decreases along the length of the plume. (Attachment F) <br />
The URL can be used to link to this page
Your browser does not support the video tag.