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2019-06-17_PERMIT FILE - M2019035
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2019-06-17_PERMIT FILE - M2019035
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Last modified
1/5/2025 7:20:23 AM
Creation date
6/18/2019 1:31:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2019035
IBM Index Class Name
Permit File
Doc Date
6/17/2019
Doc Name
Application
From
Martinez Western Constructors
To
DRMS
Email Name
ACY
Media Type
D
Archive
No
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_ 640 White Avenue <br /> Grand Junction.Colorado 81501 <br /> JIMr H u(Id lest on-B e f-I Phone.970-255-8005 <br /> r Fax 970-255-6818 <br /> 1a€oaDhuddlestonberry-.com <br /> November 28, 2018 <br /> Project#00846-0005 <br /> Martinez Western Constructors, Inc. <br /> 3125 Baron Lane <br /> Rifle, Colorado 81650 <br /> Attention: Mr. Paul Martinez <br /> Subject: Cut Slope Stability <br /> 580 22'/z Road <br /> Grand Junction, Colorado <br /> Dear Mr. Martinez, <br /> At your request, Huddleston-Berry Engineering & Testing, LLC (HBET) prepared this letter regarding <br /> 580 22'/z Road in Grand Junction, Colorado. HBET understands that Martinez Western Constructors, Inc. <br /> conducted some surface mining in the western portion of the subject property. The purpose of our work <br /> was to evaluate the finished slopes with regard to potential impacts on existing structures at the site. <br /> In order to evaluate the finished cut slopes, HBET conducted site reconnaissance on November 16t", <br /> 2018. At that time, the finished slopes within the area of interest shown on the attached site plan had a <br /> maximum height of approximately eight feet. The slopes had been graded back to at least 3H:1 V. The <br /> soils exposed in the slopes consisted primarily of sands and gravels. <br /> As shown on the attached site plan, the nearest structure is a power pole which is approximately 65 feet <br /> from the crest of the slopes. This is over eight times the height of the cut slopes in this area. Based upon <br /> the cut slope heights, cut slope angles, and soil conditions, HBET does not believe that the finished cut <br /> slopes in the area of interest pose any risk to structures on the subject site or adjacent properties. <br /> We are pleased to be of service to your project. Please contact us if you have any questions or comments <br /> regarding the contents of this report. <br /> Respectfully Submitted: <br /> Huddleston-Berry Engineering and Testing,LLC <br /> ��oA 6•�<s�1lti9L <br /> Michael A. Ber y,P.E. <br /> Vice President of Engineering <br />
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