HomeMy WebLinkAboutEngineer's Observation Letter 08.08.24 CLOSEOUT OBSERVATION
Job# 2024-15377 (Client #: 32389)
1647 CR 109
Glenwood Springs, CO 81601
9100 W Jewell Ave STE. 200
Lakewood, CO 80232
720-440-9450
www.dlengineer.com
Closeout Letter - 15377_1647 CR 109_08-08-24 Page 1 of 2
8/8/2024
Foundation Repair of Western Colorado
2575 Highway 6 & 50
Grand Junction, CO 81501
(970) 344-6202
DL Engineering Inc. reviewed the progress of construction from photos provided by the contractor for
the subject project on August 8, 2024. The following is a summary of the observations made:
OBSERVATIONS
PUSH PIERS
• Reviewed the (8) push piers. Below is a table summarizing pier locations:
Pier Quantity Wall Location (N/S/E/W) Pier Spacing (on center)
8 W PER PLAN
• The pier spacing was observed and appears to be in conformance with the
construction documents.
• The piers were installed to refusal or to a depth no less than that specified in the
construction documents.
• The push piers appear to be installed in conformance with the structural
mitigation plan.
• Existing foundation condition was reviewed, and condition was found to be
adequate to support the existing design. No special considerations were required.
GEOTECHNICAL CONSIDERATION
MONO POSTS
• Reviewed the (1) mono post. Below is a table summarizing post location:
Post Quantity Beam Line Location (N/S/E/W) Post Spacing (on center)
1 BEARING WALL PER PLAN
• The mono posts were attached to the existing timber beam along the center
beam line.
• The mono posts were attached to the beam above and to the foundation below.
• The steel mono posts appear to be installed per the structural plans.
• Existing foundation condition was reviewed, and condition was found to be
adequate to support the existing design. No special considerations were required.
HOUSE PERIMETER CONDITIONS
• Site grading around the perimeter of the house did not appear to be modified.
• Vegetation around the perimeter of the house did not appear to be modified.
CLOSEOUT OBSERVATION
Job# 2024-15377 (Client #: 32389)
1647 CR 109
Glenwood Springs, CO 81601
9100 W Jewell Ave STE. 200
Lakewood, CO 80232
720-440-9450
www.dlengineer.com
Closeout Letter - 15377_1647 CR 109_08-08-24 Page 2 of 2
VOLATILE SOILS:
The moisture around the foundation elements must be controlled for the useful life of the building. Time
has shown that Colorado soils can be unstable, and structures can experience damaging movements due
to expanding and shrinking soils, primarily when moisture changes occur. Maintaining consistent soil
moisture contents around all foundation elements is crucial to minimizing foundation movements. Even
with properly engineered/constructed foundation systems these volatile soils can still exert excessive
pressures causing damage in the residence. If the Owner would like further insight about the on-site soil
conditions and preventative measures, a Geotechnical Engineer should be consulted.
DISCLAIMER
In as much as the site review of an existing structure for the purpose of observing the structure conditions
requires that certain assumptions be made regarding existing conditions and because some of these
assumptions may not be verifiable without expending additional sums of money or destroying otherwise
adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part
of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and
all claims arising out of the professional services we have provided.
If you should have any further questions, please feel free to contact me at (720) 440 -9450 or
rwhitcher@dlengineer.com.
Sincerely,
Ross Whitcher, PE
Digitally signed by Ross Whitcher PE
DN: C=US, O=DL Engineering Inc.,
CN=Ross Whitcher PE,
E=rwhitcher@DLengineer.com
Reason: I am the author of this
document
Location: your signing location here
Date: 2024.08.08 15:37:21-06'00'
Foxit PhantomPDF Version: 10.1.1
Ross
Whitcher
PE