HomeMy WebLinkAboutBDR FOUR-PLEX, 621 S. MELDRUM ST. - PDP120030 - SUBMITTAL DOCUMENTS - ROUND 1 - RECOMMENDATION/REPORTTo: darrel(@soilogic.com
Subject: Fw: 621 S. Meldrum Street - draft ALTA Survey
Hi Darrel,
Funny thing, another company I set up to do soil test for today couldn't make it and called me
today, good thing else I would have had to pay double. Here is the survey on the property, can
you email me something tomorrow so I can turn it into the city. Thanks again,
Jeff Eggleston, Broker Associate
Keller Williams Realty
www.*effeggleston.com
#(970)566-3000
From: Nick Haws
Sent: Monday, October 29, 2012 2:14 PM
To: Jeff Eggleston
Cc: Ian S uff ; Cathy Mathis
Subject: 621 S. Meldrum Street - draft ALTA Survey
Jeff,
Please let me know if there are any questions or comments on the attached ALTA Survey.
Thanks,
Nick Haws, PE, LEED AP
NORTHERN ENGINEERING
200 South College Avenue, Suite 10 1 Fort Collins, Colorado 80524
0: 970221.4158 ext. 5414 1. D: 970.568.5414 l M: 970.690.0927
F: 970.221.4159 1 nick@northemen¢ineeringcom I www.northetneneineering corn
From: Eric Smith
Sent: Monday, October 29, 2012 11:53 AM
To: George Schock
Cc: Nick Haws
Subject: RE: F0428808-383-LKE-621 Meldrum S. Meldrum Street-Eggleston/Big Deal Real Estate
We will wait to print & sign the final mylar, in case there are comments we need to address
Eric R. Smith, P.L.S.
2
Lindell Sa;/
From: Jeff Eggleston <jeffegg@kw.com>
Sent: Wednesday, November 14, 2012 4:16 PM
To: Sandy Lindell
Subject: Fwd: 621 S. Meldrum Street - draft ALTA Survey
Hi Sandy,
Here is the email for soils report done by Soilogic
Thanks, Jeff Eggleston
566-3000
Sent from my Whone
Begin forwarded message:
From: "Darrel DiCarlo" <darrel cr,soilogic.com>
Date: November 14, 2012, 9:01:04 AM MST
To: "'Jeff Eggleston"' <jeffegg@,kw.com>
Subject: RE: 621 S. Meldrum Street - draft ALTA Survey
Jeff,
Based on the soils observed in the borings drilled yesterday, my preliminary initial evaluation of the site
indicates that the site is suitable for your planned construction. The lean clay overburden soils appear
to be low swelling, therefore, spread footing/slab-on-grade should be appropriate for construction of
the 4-plex residence. We'll get the swells going in the next day or so, after they have been completed I
will be able to give you some design criteria for the foundation. Even if the clays swell somewhat (which
I don't anticipate), overexcavation/backfill procedures could be employed to reduce the swell potential
of the clays for support of shallow foundations and floor slabs. Any Q's in the meantime, feel free to
call.
Thanks,
Darrel J. DiCarlo, P.E.
Senior Geotechnicai Project Engineer - Soilogic, Inc.
www.soiloQic.corn
4350 Highway 66
Longmont, Colorado 80504
(ph) 970.535.6144
(fax) 970.535.9854
(cell) 970.402.4057
barrel@Soilogic.com
7
Sol
P.O. Box 1121
Hayden, Colorado 81639
(ph) 970.276.2087
(fax) 970.276.2087
(cell) 970.819.6912
Chris@Soilooic.com
From: Jeff Eggleston [mailto:jeffeaa@kw.coml
Sent: Wednesday, November 14, 2012 12:18 AM