My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GENERAL32315
DRMS
>
Back File Migration
>
General Documents
>
GENERAL32315
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:54:56 PM
Creation date
11/23/2007 7:15:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981033
IBM Index Class Name
General Documents
Doc Date
7/8/1982
Doc Name
CLARIFICATION OF BEAR 3 STIPULATION RESPONSE
From
ACZ INC
To
MLRD
Permit Index Doc Type
STIPULATIONS
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
46
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
.Mr. [Ji lliam A. Bear -2- June 22, 1982 <br />B. Brand name and manufacturer/supplier <br />C. Chemical or generic formula <br />D. Application rate/dosage <br />E. Use of any coagulant aids <br />F. Lab results of jar tests <br />' ~ III. Ffoni toning of Effluent <br />' A. Total volume of flocculant used per quarter <br />B. Discharges should be monitored for all Surface water para;rwters in <br />Attachment A.. (After a year's monitoring data, the Division may reduce <br />the number of parameters required, based on site-specific conditions.) <br />' IV. Sediment Ffoni to ring <br />A. Sediment may need testing depending on type of coagulant and method of <br />disposal. These sediments may be toxic dve to the concentration of <br />coagulant, or unsuitable due to colloids. <br />' y. Opera tiona2 Considerations. <br />A. If discharge will continue after closing the mine, the company must <br />' commit to treating as long as required. Under Section 4.05.2(2), <br />the facilities must be maintained until either the discharge continu- <br />ously meets effluent limitations without treatment or until the discharge <br />' has permanently ceased. <br />Second, it appears from the sediment control design presented that <br />. water would discharge through the emergency spillway as the result <br />of a~10-year, 24-hour precipitation event. This is specifically <br />prohibited by Rule 4.05.6(3)(e) and the EPA regulations for waste <br />water treatment upon which the sediment control regulations are based. <br />In order to avoid discharging water through the emergency spillway during a <br />10-year, 24-hour storm, an open orifice dewatering device/principal spillway <br />' would have to be incorporated into the pond design. Considerations for such <br />a device should include: <br />' I. flood routing to show detention time and to show that emergency <br />spillway discharges will not occur. <br />a. a detention time of 6 to 8 hours is sufficient for most <br />' flocculated systems. . <br />:. sufficient storage below the elevation of the dewatering device <br />' to allow for sediment storage. ' <br />3. a configuration designed to preclude discharge of material suspended <br />on the surface film (a common problem with coal tines, oil and grease). <br />1 <br />1 <br />n <br />
The URL can be used to link to this page
Your browser does not support the video tag.