My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2020-08-05_REVISION - M1999058
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1999058
>
2020-08-05_REVISION - M1999058
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/27/2024 11:26:43 PM
Creation date
8/6/2020 8:31:33 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999058
IBM Index Class Name
REVISION
Doc Date
8/5/2020
Doc Name
Request for Technical Revision
From
The Pride of America Mine
To
DRMS
Type & Sequence
TR7
Email Name
DMC
THM
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.
/
35
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
HRL <br /> COMPLIANCE <br /> SOLUTIONS I 2385 F 1/2 Road •Grand Junction,CO 81505 <br /> PHONE:970.243.3271 • www.hricomp.com <br /> July 29, 2020 <br /> Mr. Dustin Czapla <br /> Colorado Department of Natural Resources <br /> Division of Reclamation, Mining and Safety <br /> 1313 Sherman Street, Room 215 <br /> Denver, CO 80203 <br /> 303-866-3567 <br /> RE: Groundwater Sampling and Analysis Plan Addendum <br /> Sump Well Reinstall <br /> Pride of America Mine, Colorado Stone Quarries (CSQ) <br /> October 2019 Diesel Release <br /> Mr. Czapla, <br /> Please allow this cover letter to serve as an addendum to the Colorado Stone Quarries (CSQ) <br /> Groundwater Protection Plan dated March 12,2020.This addendum provides updated information <br /> regarding the sump groundwater well as it was recently reinstalled with stainless steel material to <br /> ensure long term usage and longevity of the well. Information below outlined the specifics of the <br /> well reinstall. <br /> On July 22,2020,HRL Compliance Solutions Inc.(HRL)and Greg Lewicki and Associates,PLLC <br /> (GLA)with the help from personnel at CSQ,reinforced the sump basin by repositioning the marble <br /> blocks surrounding the well to create a 5'x5'x5' cell. A section of poly culvert approximately 24" <br /> in diameter was placed into the bottom of the cell and crushed gravel was used to backfill around <br /> the outside of the poly culvert. The bottom five feet of the poly culvert was slotted prior to <br /> installation. <br /> Two (2) threaded five-foot sections of screened stainless steel piping, equipped with a stainless <br /> steel cap on the bottom, were installed within the poly culvert section. Steel piping extends <br /> approximately nine (9) feet to the bottom, where the original depth of the sump was observed <br /> during the initial spill response. Crushed gravel was placed around the steel slotted intervals and <br /> was repositioned as needed to ensure the well remained vertical. A threaded solid 10-foot stainless <br /> steel stem riser was added to allow CSQ personnel to continue with fill and grading operations in <br /> the sump basin and the northern dump area. Additional threaded riser sections may be added in <br /> 10-foot intervals, as needed. <br /> INNOVATIVE SOLUTIONS DELIVERED <br />
The URL can be used to link to this page
Your browser does not support the video tag.