HomeMy WebLinkAboutOWTS Installation Observations 10.24.2025CBO Inc.
129 Cains Lane
Carbondale, CO 81623
970.309.5259
carla.ostberg@gmail.com
October 24, 2025 Project No. C1947
Patrick Gilson
patrick@korultd.com
Onsite Wastewater Treatment System (OWTS) Installation Observations
TBD Divide Creek Road
Garfield County, Colorado
Permit SEPT-9336
Patrick,
CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) on October 23,
2025 for the subject property. Avalanche Excavation installed the system.
The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 525 GPD was used.
The existing OWTS on the southern portion of the property was properly abandoned.
The 4-inch SDR-35 sewer line exiting the residence had a double-sweep clean out and a minimum 2%
grade to the septic tank.
The system installation included a 1500-gallon, two -compartment Infiltrator® poly septic tank with an
Orenco® Biotube Effluent Filter on the outlet followed by a 500-gallon, single-compartment pump chamber
with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump. Effluent filters in the septic tanks
must be cleaned annually, or as needed. The floats were set to dose 85 gallons each pump cycle. The
control panel for the pump is located within line of sight of the septic tank. The pump floats and alarm were
tested at the time of our visit and a squirt test performed.
Effluent is pumped through a 1.5-inch diameter pump line from the pump chamber to an Orenco®
automatic distributing valve (ADV), model 6402. The ADV was placed at a high point in the system in an
insulated riser with access from grade.
Effluent is pressure dosed to through 1.5-inch diameter distribution lines to two 10’ x 40.5’ beds. Two -feet of
sand filter material was installed in the over-excavated footprints. A gradation of the sand media is
enclosed.
Laterals are 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 3-feet on center,
installed on the GeoMat™ with the filter fabric over the laterals. Laterals are placed 2-feet from the edges of
the bed with 3.0-feet between the laterals. Laterals are connected with 1.5-inch diameter level manifolds.
Three 39” wide GeoMat™ sheets were placed on the 10-foot wide beds.
Each 1.5-inch diameter lateral ends in a sweeping ell facing up with a ball valve for flushing. Valves are
placed in a 10-inch sprinkler box for access. Inspection ports we re placed at each corner of each bed.
Ports are cut to grade and covered with a valve box for access.
The OWTS was generally installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. CBO Inc. should be notified if changes are made to the OWTS
in the future. Any additional OWTS construction must be according to the county regulations.
LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must
have documented and demonstrated knowledge of the requirements and regulations of the county in
which they are working. The quality of the installation is dependent on the expertise of the installer, soil
type, and weather conditions.
Please call with questions.
Sincerely,
CBO Inc.
Carla Ostberg, MPH, REHS
Existing system on southern portion of property abandoned.
Garfield County Public Health
2014 Blake Ave.
Glenwood Springs, CO 81601
Phone: (970) 945-6614 ext. 8150
For inspections, call: 970-945-6614 ext. 8150 and call the Design Engineer, if applicable
Project Address: TBD Divide Creek Road, Silt Parcel No.: _240112400262
Owner Name: Patrick Gilson Owner Phone: (970) 309-5259
Designed By: CBO Inc. Designer Phone: (970) 309-5259
Number of Bedrooms: _4_ Minimum Tank Capacity: 1,250-gallon Minimum Absorption: 808 ft 2
OWTS PERMIT
KEEP AVAILABLE AT PROJECT SITE
Permit Number _SEPT-9336______________________________
Permit Type X New X Repair X Remodel/addition X Tank only
Issue Date _07/16/2025____________________ Expiration Date_07/16/2026_________________
Permit Conditions:
This OWTS Permit is approved on the condition of compliance with the report and design as submitted by CBO Inc. dated
April 6, 2025. Changes to the design and permit must be approved by Garfield County Public Health and the designer
prior to construction.
The new OWTS will serve a proposed 3-bedroom residence and a future fourth bedroom. The new OWTS components
will consist of a new 1,250-gallon two compartment septic tank on the CDPHE approved list, set level with access to
grade and effluent installed in the outlet. A new screened high-head pump will be housed in 500-gallon pump chamber
on the CDPHE approved list. Effluent will be dosed from the pump chamber to an automatic distributing valve set at the
high point of the system that will distribute effluent to 810 ft2 of STA. The new STA will consist of two 10 ft by 40.5 ft
unlined sand filter beds, consisting of at least 2 foot of secondary sand media overlain by perforated distribution laterals
placed in GeoMat distribution media. Distribution laterals are to be 1 ½ inch Schedule 40 PVC, with 5/32-inch orifices
every 3-feet on center facing downward. Each lateral is to end in a flushing valve at the distal end. The residual head
squirt height) at the end of the system is to be 5-feet. Inspection ports are to be installed at each corner of the beds.
Maintain all setbacks and elevations as designed. The existing septic tank described by Permit SEPT-6486 must be
pumped and abandoned per Garfield County OWTS Regulation 43 by crushing or removal.
To assist in scheduling, please contact Garfield County Public Health (970-945-6614 ext. 8150) to notify the start of
OWTS construction. Contact the designer and Garfield County Public Health at least 48 hours prior to requesting final
inspection of the installed system prior to backfill. NO OWTS COMPONENT SHALL BE BACKFILLED WITHOUT PRIOR
APPROVAL FROM GARFIELD COUNTY PUBLIC HEALTH AND THE DESIGNER.
Agreement
All installations must comply with all requirements of the Garfield County OWTS regulations
including but not limited to the conditions specified above.
In consideration of the issuance of the permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location, construction, and erection of the proposed
OWTS and associated structures for which this permit is granted. The applicant further agrees
that if the above said regulations are not fully complied with in the zoning, location, erection,
and construction of the above described OWTS and structure, the permit may then be revoked
by notice from the Health Department and immediately become null and void.
The issuance of a permit and specifications of terms and conditions therein will not constitute
assumption of liability, nor create presumption that the local public health agency or its
employees may be liable for the failure or malfunctioning of any system. Permit issuance will
not constitute a certification that the system, the equipment used in the system, or any
component used for system operation will ensure continuous compliance with the provision of
the OWTS Act, the regulations adopted thereunder, or any terms and conditions of a permit.
Permit Approval
Plans and specifications for the proposed OWTS have been reviewed and are considered
satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated
in accordance with the Garfield County OWTS Regulation. This Permit will expire 1 year from
the date of issuance unless construction on the system has commenced. An "as-built" drawing
must be submitted and inspection of the system must be completed by GCPH before final
approval of the system will be issued.
07/16/2025
Issued By: Garfield County Environmental Health
Department
832‐R‐13‐002