HomeMy WebLinkAboutOWTS Installation Observations 01.02.2023CBO Inc.
129 Cains Lane
Carbondale, CO 81623
970.309.5259
carla.ostberg@gmail.com
January 2, 2023 Project No. C1690
Tom Will
tom@aspeninsulation.com
Onsite Wastewater Treatment System (OWTS) Installation Observations
4744 CR 115
Garfield County, Colorado
Permit Number SEPT-01-22-7320
Tom,
CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) on October 17 &
25, 2022 for the subject property. You, the property owner, installed the system.
The OWTS design is based on 5-bedrooms. An average daily wastewater flow of 600 GPD was used.
The existing septic tank was pumped, and the top, bottom, and sides crushed and remaining void filled
with onsite material. The existing soil treatment area (STA) was abandoned in place.
The sewer line exiting the residence was replaced with a minimum 4-inch diameter SDR-35 sewer line
with a double-sweep clean out and minimum 2% grade to the new septic tank.
The system installation included a 1500-gallon, two-compartment Infiltrator® poly septic tank with an
effluent filter on the outlet tee. A 4-inch diameter SDR-35 sewer line runs from the septic tank to a pump
chamber located at a low point, crossing the natural dry drainage. A 500-gallon, single-compartment poly
pump chamber with an Orenco® ProPak and Orenco® PF3005 pump was installed. Risers bring the
manhole lids on both tanks to grade for access. Filters in these tanks must be cleaned annually, or
as needed. The floats were set to dose approximately 90 gallons each pump cycle. The control panel for
the pump is located within line of sight of the pump chamber. Valley Precast out of Buena Vista performed
start-up of the pumping system.
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 an insulated riser
with access from grade.
Effluent is pressure dosed through 1.5-inch diameter distribution lines to two zones in a 12’ x 77’ bed. A
minimum of 2-feet of sand filter material was installed in the over-excavated footprint. A gradation of the
sand media is enclosed.
Laterals are connected with 1.5-inch diameter level manifolds. Laterals used to disperse the effluent were
surrounded by washed coarse screened gravel. Laterals were 1.5-inches in diameter with 5/32-inch
diameter orifices facing down, spaced 4-feet on center (OC). Orenco® Orifice Shields were installed on the
laterals under each orifice. Each 1.5-inch diameter lateral ends in a sweeping ell facing up with a ball
valve for flushing. A soil separation fabric was placed over the gravel layer followed by approximately 1-foot
of topsoil. Inspection ports were placed in each corner of the bed.
1-11-2023
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. Reviewed By:
Carla Ostberg, MPH, REHS Romeo Baylosis, P.E.
View of septic tank from house Inlet tee
Effluent filter (needed handle extension) View of pump chamber
Sewer line from upper septic tank to pump chamber
Pump chamber / control panel mounted on the post
ADV (valve was off in this photo but later turned on)
ADV (valve on) STA
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: 4744 CR 115, Glenwood Springs, CO 81601 Parcel No.: _218728200122
Owner Name: Gregory T Will & Summer Pine Owner Phone: (970) 319-8639
Designed By: CBO, Inc. Designer Phone: (970) 309-5259
Number of Bedrooms: 5 Minimum Tank Capacity: 1,500-gallon Minimum Absorption: 923 ft 2
OWTS PERMIT
KEEP AVAILABLE AT PROJECT SITE
Permit Number _SEPT-7320_______________________________
Permit Type X New X Repair X Remodel/addition X Tank only
Issue Date _02/03/2022____________________ Expiration Date_02/03/2023_________________
Permit Conditions:
This OWTS Permit is approved on the condition of compliance with the report and design as
submitted by CBO, Inc. dated January 22, 2022. 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 an existing 4-bedroom residence, with future plans to expand the
residence by 1-bedroom. The system will consist of a new, two-compartment minimum 1,500-gallon
septic tank set level with access to grade and an effluent filter in the outlet tee of the tank. Effluent
will gravity flow to a 500-gallon pump chamber with a high-head pump in the chamber. Effluent will
be pressure-dosed to an automatic distributing valve set level with access to grade at the high point
of the system that will distribute effluent to 923 ft2 of STA. The new STA will consist of a two feet
deep unlined sand filter constructed of secondary sand media. The pump line and laterals will be
constructed of 1.5-inch diameter Schedule 40 PVC. The distribution of effluent to the sand filter will
be via two manifolds with two laterals each along the sand filter (four laterals total).Laterals will be
encased in washed gravel (6 inches below and 2 inches above the laterals) with 5/32-inch diameter
orifices facing down spaced every 4 feet on-center along the laterals. Laterals will end in a sweeping
90-degree ell facing up with a ball valve, to allow flushing of the laterals. Inspection ports will be
installed at each corner of the bed. Maintain all setbacks and elevations as designed.
Contact the designer and Garfield County Public Health at least 48 hours prior to requesting final
inspection of the installed system prior to backfill.
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.
02/03/2022
Issued By: Garfield County Environmental Health
Department
Date
11/01/2022
To Whom It May Concern:
We have been to the following site(s):
4744 CR 115, Glenwood Springs, Garfield County
We have verified that the system was started properly. The System went through several
cycles with no issues.
Sincerely,
Scott McIntosh
Service Manager
832‐R‐13‐002