My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
HYDRO22356
DRMS
>
Back File Migration
>
Hydrology
>
HYDRO22356
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 8:43:26 PM
Creation date
11/20/2007 2:57:35 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Hydrology
Doc Date
8/26/1997
Doc Name
SENECA MINE COMPLEX NPDES PERMIT
From
SENECA COAL CO
To
DMG
Permit Index Doc Type
NPDES
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.
/
59
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
COLORADO DEPARTMENT OF PUBLIC Hi <br />Rationale -Page 8, Permit No. CO-0000221 <br />Table V!-I -Effluent Limitations <br />Parameter - <br />Flow, MGD <br />TSS, mg/P* <br />Total /ron, mg/F• <br />Settleable Solids, mP/P* <br />Oil and Grease, mg/P <br />pH, s.u. (minimum-maximum) <br />WET, Acute <br />Table V/-2 - Effluent limitations <br />Parameter <br />Flow, MGD <br />TSS, mg/P• <br />Total Recoverable Iron, mg/F <br />Settleable Solids, mP/P* <br />Oil and Grease, mg/P <br />pH, s. u. (minimum-maximum) <br />WET, Chronic Lethality <br />Table VI-3 - EfJIucnl Iimitations <br />Parameter <br />Flow, MGD <br />TSS, mg/P* <br />Totallron, mg/F* <br />~ Settleable Solids, mP/P* <br />Oil and Grease, mg/f <br />pH, s.u. (minimum-maximum) <br />WET. Acute <br />AND ENV/RONMEl~7; Water Quality Control Division <br />or Outfalls 002 and 003 <br />Discharge limitations <br />Maximum ConcentmiYans <br />7-Day Avg. Daily Mar. <br />Repon Repon <br />35 :'0 <br />3.5 7'.0 <br />Repon 0.5 <br />Report i 0 <br />N/A 6.5-9.0 <br />N/A LCso:~100% <br />or Oaljall 004 <br />Discharge limitations <br />Maximum Concentrm'ions <br />9-Day Avg. Daily Mar. <br />Repon Report <br />35 '0 <br />1.0 Repon <br />Report 0.5 <br />Repon i 0 <br />N/A 6.5-9.0 <br />N/A No Statistical <br />Difference <br />Rationale <br />Design Capacity <br />Federal Effluent Guidelines <br />Federal Effltent Guidelines <br />Federal Effluent Guidelines <br />State Effluent Regulations <br />Water Qua[iry Standards <br />State Effluent Regulations <br />Rationale <br />Design Capacity <br />Federal Effluent Guidelines <br />Water Quality Standards <br />Federal Effluent Guidelines <br />State Effluent Regulations <br />Water Quality Standards <br />Stare Effluent Regulations <br />br Outjalls 005, 006, OIO and 011 <br />Discharge Limitations <br />Maximum Concentrmtions <br />~-Da}• Avg. Daily Alax. <br /> <br />Rationale <br />Reporr Repon Design Capacity <br />35 ?0 Federal Effluent Guidelines <br />3.0 6.0 Federal Ejfluen! Guidelines <br />Repon 0.5 Federal Effluent Guidelines <br />Reporr ; 0 State Effluent Regulations <br />A'/A 6.5-9.0 Water Quality Standards <br />N/A LC~:~ 100% Stale Effluent Regulations <br /> <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.