HomeMy WebLinkAbout2074 CR 109 OWTS report Carla Ostberg9/4/24, 4:28 PM Gmail - 2074 CR 109 OWTS
I"Gmail Carla Ostberg <carla.ostberg@gmail.com>
2074 C R 109 OWTS
1 message
Carla Ostberg <carla.ostberg@gmail.com> Wed, Sep 4, 2024 at 4:27 PM
To: "g. fraser freeman" <gffreeman@hotmail.com>, "jk@rof.net" <jk@rof.net>
Fraser and Jack,
Just to recap the site visit from 9/3, we determined the best path for the new sewer line would be to exit the
foundation with a 4" dia SDR 35 sewer line (min) and enter the septic tank at the side knockout. The knock out should
be approx 4' below grade (there are 3' of risers on the tank). It would be smart to excavate that area first to determine
elevation so you can dig the trench properly. We are looking for a min 2% fall with consistent grade (no drops). It's best
to bed the sewer line in screened rock. there should also be a double -sweep clean out near the foundation. No 90
degree angles.
The septic tank width is approximately 5' 7" if that helps with digging. I looked in my files and I only have the 2000 gal
Copeland tank which I don't think would be as helpful because I'm sure those dimensions differ from the 1500 gal.
Attached are all the documents I have on the systems on the property.
I called Ted with Garfield County and left a message. He has not returned my call yet. I don't think you need someone
like me to inspect the sewer line. Probably just the county. I have attached the permit and because there was no
"designer" I'm assuming the county will document the installation.
Let me know if you need anything else!
I will bill for 1 hour of time if that's OK. I will send my invoice via quickbooks.
Carla Ostberg
CBO Septic Consulting
970.309.5259
Office
981 Cowen Drive, B-7
Carbondale, CO 81623
Mailing
129 Cains Lane
Carbondale, CO 81623
4 attachments
C1076 OWTS Design Packet.pdf
1943K
C1076 inob packet.pdf
2159K
ADU Septic info.pdf
1860K
OWTS Permit Card.pdf
569K
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