My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REV105478
DRMS
>
Back File Migration
>
Revision
>
REV105478
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 1:17:13 AM
Creation date
11/22/2007 1:26:33 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
Revision
Doc Date
8/20/1993
From
HALEY & ALDRICH INC
To
COOLEY GRAVEL CO
Type & Sequence
AM4
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.
/
3
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
AUG 19 ' 93 9:46 F R~HRLE Y-ALDR 1 CH 111 IIIIIIIIII'll III PgGE . 17C~ I <br />sss <br />t o 'L E Y & A L D R I C H 1 N C. <br />20 August 1993 <br />Mr. Rob Laird <br />Cooley Gravel Company <br />3609 South Wadsworth Boulevazd <br />Suite 300 <br />Lakewood, CO 80235 <br />Dear Rob: <br />K~A <br />Ceotechnieal Erglnears 6 <br />EnvllonrrtcMBl Cmsultnnts <br />Per your request I have calculated the volume within the subject area outlined on the attached figure. <br />Within the footprint shown and from the present ground surface to the final maximum buildout, the <br />estimated quantity of rock is 16 million tons. The azea is 720 ft long (approximately E-W), 550 ft <br />wide (approximately N-S) and with a maximum depth of approximately 900 ft. <br />With best regazds, <br />HA~~L~EY &~ALDR/IJCF~I,~I,NCQ. <br />Kent Peaae, P.E. <br />Senlor Engineer <br />KAP:dcw:L07231.162 <br />',6110 Drend..~aY <br />:iuitC 1125 <br />Ikm.~. C V :W2(f2 <br />1'aa 307/A;Z-7676 <br />O„~ces ti~a+Ixxaugh. !vlnirn: iaa'h~a~hr, Nt+v ~'^ck <br />Can+priA ~!, Ala~wrhu~'tt. yilcPrtirnn~Mnrvland Clcadanct. Olup <br />(:Ir~mnburv. Cunnttliiol Pwdh,nl Ncw HamrAVre <br />
The URL can be used to link to this page
Your browser does not support the video tag.