HomeMy WebLinkAbout13400 Hwy 24 - 220507200003Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-029736-2024
Permit Type: OWTS Permit
Work Classification: New
Permit Status: Final
Issue Date: 6/28/2024 Expires: 10/26/2024
On-Site Wastewater
Treatement System
Project Address Parcel Number
13400 HWY 24, MINTURN AREA,220507200003
Owner Information Address
Battle Mountain SC LLC 61 Dawn Harbor
Riverside, CT 06878
Phone:
Cell:
Email:
Inspections:
For Inspections Call: (970)
328-8755
Engineer Phone Email
KUMAR & ASSOCIATES, Dave Young (970) 945-7988 dyoung@kumarusa.com
Contractor License Number Phone Email
Permitted Construction / Details:
This permit is for record of the system that was installed at 13400 Highway 24 without a permit. The system that was
installed was designed by Kumar & Associates. The design was dated October 14th, 2022 and was stamped and
signed on October 17th, 2022 by David A Young, PE. This system was designed to accommodate the maximum daily
flows for two toilets, two showers and four sinks.
The OWTS consists of one sewer line from the barn. A 1,000 gallon, Valley Precast, two-compartment, concrete
septic tank equipped with an effluent filter in the outlet tee was installed. The STA consists of 3 rows of 7 Infiltrator
Quick 4 Plus Standard chambers connected serially for a total of 21.
System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle
County Environmental Health prior to the use of the system or occupancy of the dwelling.
THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS
OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
Issued by: Environmental Health Department, Eagle County, CO
Danielle Salinsky
Date
June 28, 2024
CONDITIONS
1.
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS
SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT
4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS,
ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED
Wednesday, September 4, 2024 1
Inspection Result
Eagle County, Colorado
P.O. Box 179 500 Broadway Eagle, CO
Phone: (970) 328-8730 Fax: (970) 328-7185
IVR Phone: 1-866-701-3307
Inspection Number: INSP-532360-2024 Permit Number: OWTS-029736-2024
Inspection Date: 06/28/2024
Inspector:
Permit Type: OWTS Permit
Inspection Type: OWTS Final Inspection
Work Classification: NewOwner:Battle Mountain SC LLC
Job Address:13400 HWY 24 IVR Pin Number:201940
MINTURN AREA, CO Project:<NONE>
Parcel Number:220507200003
Contractor:Phone: / Cell:
Inspection Status: Approved
Inspection Notes
Inspector Comments
Added Item: Septic Tank
A 1,000 gallon, Valley Precast, two-compartment, concrete septic tank equipped with an effluent filter in
the outlet tee was installed.
Added Item: Record Drawing
Received 6/28/2024.
Added Item: Record Photos
Received 6/28/2024.
Added Item: Site and Soil
Received 6/17/2024.
Added Item: Final Certification Letter
Received 6/28/2024.
Added Item: General Plan
Received 6/17/2024.
Added Item: Soil Treatment Area (STA)
The STA consists of 3 rows of 7 Infiltrator Quick 4 Plus Standard chambers connected serially for a
total of 21.
Added Item: Identification of Systems Contractor
All In Excavating was the licensed installer.
Friday, June 28, 2024
For more information visit: http://www.eaglecounty.us
Page 1 of 2
Friday, June 28, 2024
For more information visit: http://www.eaglecounty.us
Page 2 of 2
5020 County Road 154
Glenwood Springs, CO 81601
phone: (970) 945-7988
fax: (970) 945-8454
email: kaglenwood@kumarusa.com
www.kumarusa.com
Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado
June 27, 2024
Resort Concepts
Attn: Derrick Gerhardt
P. O. Box 5127
Edwards, Colorado 81632
dgerhardt@resortconceptsco.com
Project No. 21-7-394.02
Subject: Certification of Onsite Wastewater Treatment System, Proposed Battle Mountain
Barn, 13400 US Highway 24, Minturn, Eagle County, Colorado
Dear Derrick:
A representative of Kumar & Associates observed the installation of the Onsite Wastewater
Treatment System (OWTS) for the building at the subject site as required by the Eagle County
Environmental Health Department. Our observations and recommendations are presented in this
report. The services are supplemental to Kumar & Associates agreement for professional
services to Resort Concepts dated April 30, 2021.
We previously designed the OWTS for the building as submitted in our report dated October 14,
2022, Project No. 21-7-394.02. The system was designed for by plumbing fixture count for a
total of 112.6 gallons per day. The OWTS was installed by All In Excavation.
We performed our as-built evaluations on August 8, 2023 and November 30, 2023. The OWTS
components observed included: sewer lines, cleanouts, septic tank, effluent line, and soil
treatment area (STA) and the locations of these components. The installation and locations of
the system components were verified as shown on Figure 1. Pictures of the OWTS components
made during the site visits are included with this report. The distance locations to the septic tank
shown on Figure 1 were made by taping.
It is our opinion that the OWTS was installed in general conformance with the above referenced
design.
The observations and recommendations presented above are based on our site observations and
our experience in the area. We make no warranty either express or implied. Alterations to the
system or improper backfill and site grading could affect the operation and effectiveness of the
OWTS.
OWTS PHOTOGRAPH LOG
PROPOSED BATTLE MOUNTAIN BARN
13400 US HIGHWAY 24
MINTURN, EAGLE COUNTY, COLORADO
Project No. 21-7-394.02
Photograph 1: Valley Precast
1,000-gallon, 2 chamber septic
tank with sewer line.
Photograph 2: Effluent Line
from septic tank to soil treatment
area (STA).
OWTS PHOTOGRAPH LOG
PROPOSED BATTLE MOUNTAIN BARN
13400 US HIGHWAY 24
MINTURN, EAGLE COUNTY, COLORADO
Project No. 21-7-394.02
Photograph 3: Typical trench in
STA with observation ports.
Photograph 4: Serial
connection between trenches.
5020 County Road 154
Glenwood Springs, CO 81601
phone: (970) 945-7988
fax: (970) 945-8454
email: kaglenwood@kumarusa.com
www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado
ONSITE WASTEWATER TREATMENT SYSTEM DESIGN
PROPOSED BATTLE MOUNTAIN BARN BUILDING
13400 US HIGHWAY 24
MINTURN, EAGLE COUNTY, COLORADO
PROJECT NO. 21-7-394.02
OCTOBER 14, 2022
PREPARED FOR:
RESORT CONCEPTS
ATTN: JEFF TOWNSEND
P. O. BOX 5127
EDAWARDS, COLORADO 81632
jtownsend@resortconceptsco.com
Kumar & Associates, Inc. Project No. 21-7-394.02
TABLE OF CONTENTS
INTRODUCTION ...................................................................................................................... - 1 -
PROPOSED CONSTRUCTION ................................................................................................ - 1 -
SITE CONDITIONS ................................................................................................................... - 1 -
SUBSURFACE CONDITIONS ................................................................................................. - 1 -
OWTS ANALYSIS .................................................................................................................... - 2 -
DESIGN RECOMMENDATIONS ............................................................................................ - 3 -
SOIL TREATMENT AREA................................................................................................... - 3 -
OWTS COMPONENTS ......................................................................................................... - 4 -
OWTS OPERATION AND MAINTENANCE.......................................................................... - 6 -
OWTS HOUSEHOLD OPERATION .................................................................................... - 6 -
OWTS MAINTENANCE ....................................................................................................... - 7 -
OWTS CONSTRUCTION OBSERVATION ............................................................................ - 7 -
LIMITATIONS ........................................................................................................................... - 7 -
FIGURES
FIGURE 1 – OWTS SITE PLAN
FIGURE 2 – USDA GRADATION TEST RESULTS
FIGURE 3 – SOIL TREATMENT AREA CALCULATIONS
FIGURE 4 – SOIL TREATMENT AREA PLAN VIEW
FIGURE 5 – SOIL TREATMENT AREA CROSS SECTION
ATTACHMENTS
VALLEY PRECAST 1,000 GALLON, TWO-CHAMBER SEPTIC TANK DETAIL
Kumar & Associates, Inc. Project No. 21-7-394.02
INTRODUCTION
This report provides the results of an onsite wastewater treatment system (OWTS) design for the
proposed Battle Mountain Barn building to be located at 13400 US Highway 24, Minturn, Eagle
County, Colorado. The project site is shown on Figure 1. The purpose of the report is to provide
design details for the OWTS in accordance with the Eagle County Environmental Health
Department Onsite Wastewater Treatment System Regulations and the Colorado Department of
Public Health and Environmental Regulation #43. The services were performed in accordance
with our agreement for professional services to Resort Concepts dated April 30, 2021.
PROPOSED CONSTRUCTION
The proposed Battle Mountain Barn building will be a steel-frame structure with a slab-on-grade
floor located on the site as shown on Figure 1. The building will be used for equipment storage
and will have two bathroom facilities and an office. The soil treatment area (STA) for the
OWTS will be located to the northwest of the residence as shown on Figure 1. Water service
will be provided by an on-site well to be located south of the barn.
If proposed construction is different than that described, we should be contacted to re-evaluate
our design recommendations.
SITE CONDITIONS
The proposed development site is mountainous terrain with an overall steep slope down to the
southwest. The barn site was graded by apparent shallow cuts and fills with about 2 feet of
elevation difference across the footprint of the proposed barn. The driveway was mainly
developed by cutting into the steep hillside. The ground surface at the barn site was devoid of
vegetation and the natural hillside was vegetated with aspen forest. There is an existing non-
potable water cistern north of the proposed barn located as shown on Figure 1.
SUBSURFACE CONDITIONS
The field exploration for the OWTS was conducted on July 11, 2022. Two profile pits (Profile
Pits 1 and 2) were dug with an excavator at the approximate locations shown on Figure 1 to
evaluate the subsurface conditions for the planned soil treatment area for the OWTS. The pits
were logged by a representative of Kumar & Associates. Logs of the profile pits are provided
below.
- 2 -
Kumar & Associates, Inc. Project No. 21-7-394.02
Log of Profile Pit 1
Depth USDA Classification
0-4’ SANDY CLAY LOAM; man-placed fill, medium dense, slightly moist, dark brown.
4’-8’ SANDY CLAY LOAM; gravelly, moderately blocky structure, medium dense,
moist, reddish brown.
• Disturbed bulk sample obtained from 4 to 5 feet depth.
• Bottom of pit @ 8 feet.
• No groundwater or redoximorphic features observed at time of pit excavation.
Log of Profile Pit 2
Depth USDA Classification
0-4’ SANDY CLAY LOAM; man-placed fill, medium dense, moist brown
4’-6’ TOPSOIL; organic Loam, firm, moist, dark brown.
6’-9’ SANDY LOAM: gravelly, moderately blocky structure, medium dense, moist, light
brown.
• Bottom of pit @ 9 feet.
• No groundwater or redoximorphic features observed at time of pit excavation.
The soils encountered in profile pits, below about 4 foot of Sandy Clay Loam fill, consisted of
gravelly Sandy Clay Loam in Profile Pit 1 down to the pit depth of 8 feet and about 2 feet of
topsoil overlying Sandy Loam in Profile Pit 2 down to the pit depth of 9 feet. Hydrometer and
gradation analyses were performed on a disturbed bulk sample of the soils from Profile Pit 1
from 4 to 5 feet depth with the results provided on Figure 2. The tested sample (minus No.10
size sieve fraction) classifies as Sandy Clay Loam per the USDA system. No free water was
encountered in the pits nor indications of seasonal high groundwater were observed at the time of
the pit excavations.
Based on the subsurface conditions and laboratory testing, the soils at the STA have been
classified as Type 3 per State regulations, which equates to a long-term acceptance rate (LTAR)
of 0.35 gallons per square foot per day.
OWTS ANALYSIS
Based on the site conditions and profile pit evaluations, the evaluated area should be suitable for
a conventional infiltration disposal system. There is adequate elevation difference from the
ground floor of the building down to the septic tank and STA for gravity flow of the sewer
effluent. The STA will consist of chambers in a trench configuration based in the Sandy Clay
Loam soils. The STA will be sized based on the number of plumbing fixtures and an LTAR of
0.35 gallons per square foot per day for the natural Sandy Clay Loam soils.
- 3 -
Kumar & Associates, Inc. Project No. 21-7-394.02
The effluent will gravity flow from the barn building to the septic tank for primary treatment and
then gravity flow to the STA for dispersal and final treatment. The STA will consist of three
trenches with Infiltrator Quick 4 Plus Standard chambers in a serial distribution network.
There are no known potable water supply lines in the vicinity of the proposed STA. The
required setback to the potable water supply line is 10 feet from the septic tank, 5 feet from
sewer and effluent lines, and 25 feet from the STA. We recommend all components of the
OWTS be 50 feet from the non-potable water cistern. The setback for the STA to building drains
and the surface drainage swale is 25 feet. We should be notified for additional recommendations
if these minimum setbacks cannot be met.
DESIGN RECOMMENDATIONS
The design recommendations presented below are based on the proposed construction, the site
and subsurface conditions encountered and our experience in the area. A layout of the proposed
OWTS components is provided on Figure 1. If conditions encountered during construction are
different than those that are described in this report, we should be contacted to re-evaluate our
design recommendations.
SOIL TREATMENT AREA
• The STA will consist of three trenches with 7 Infiltrator Quick 4 Plus Standard chambers
placed in each trench (21 chambers total) in the native soils.
• The STA was sized based on an LTAR of 0.35 gallons per square feet per day.
• Each chamber was allowed 12 square feet of area. A 30% reduction of the STA size was
applied for use of Infiltrator chambers in a trench configuration. The total STA design
size is 252 square feet. Soil treatment area calculations are shown on Figure 3.
• A minimum of four feet of undisturbed soil between trenches is required.
• Trench cut depths should be a maximum of 4 feet deep.
• The trenches should be oriented along ground contours to minimize soil cut and cover.
• The base and sidewalls of the trench excavations should be scarified prior to the chamber
placement.
• A minimum of 12 inches and a maximum of 24 inches of cover soil should be placed
over the chambers.
• Backfill should be graded to deflect surface water away from the STA and should be
sloped at 3 horizontal to 1 vertical or flatter. A swale to divert surface water flow away
from the STA may be needed along the upslope side.
• Disturbed soil should be re-vegetated as soon as possible with a native grass mix. No
trees, shrubs or other plants with deep roots should be planted on or near the STA as this
may damage the system piping.
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Kumar & Associates, Inc. Project No. 21-7-394.02
• Four-inch diameter inspection ports should be installed vertically into the knockouts
provided in the chamber end caps. Install ports at each end of the trench. The inspection
port piping should be screwed into the top to the chambers and should not extend down to
the ground surface inside the chambers. The inspection ports should extend at least
8 inches above the finished ground surface or be protected in a valve box at finished
grade.
• The STA must be a minimum of 25 feet from any potable water supply lines, drains and
swales.
• The STA must be a minimum of 100 feet from the onsite well.
• We recommend that the STA be a minimum of 50 feet from the non-potable water
cistern.
• The STA must be a minimum of 5 feet from the septic tank.
• A plan view of the STA is presented on Figure 4 and a cross section of the STA is
presented on Figure 5.
OWTS COMPONENTS
Recommended OWTS components provided below are based on our design details and our
experience with the specific component manufacturers. Equivalent components may be feasible
but need to be approved by us prior to construction.
Septic Tank
• A Valley Precast 1,000 gallon, two-chamber septic tank should be used for primary
treatment. A detail of the tank is provided as an attachment.
• An equivalent poly/plastic tank may be used. We should be contacted for approval of an
alternate tank prior to installation.
• An effluent filter should be installed in the tank outlet tee.
• The tank must be a minimum of 5 feet from the structure.
• The tank must be a minimum of 10 feet from any potable water supply lines.
• The tank must be a minimum of 50 feet from any spring, well or potable water supply
cistern.
• The tank must be set level. The excavation bottom must be free of large rocks or other
objects that could damage the tank during placement. A road base or gravel bedding
material may be needed to prevent tank damage during placement and act as a leveling
course.
• The tank lids must extend to final surface grade and made to be easily located.
• Install the tank with 2 feet minimum cover soil for frost protection. Maximum tank soil
cover is 4 feet.
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Kumar & Associates, Inc. Project No. 21-7-394.02
Sewer Pipe
• The sewer line to the septic tank should not be less than the diameter of the building
drains and not less than 4 inches in diameter.
• The sewer pipe should have a rating of SDR35 or stronger. Schedule 40 PVC pipe is
required beneath any driveway surfaces.
• The sewer pipe should be sloped between 2% to 4% to help limit disturbance of solids in
the tank and potential sewage bypass of the first chamber of the tank. If a steeper slope is
needed, this can be accomplished with vertical step-downs in the sewer line.
• A minimum 24 inches of cover soil should be provided over the sewer pipe. Paved areas,
patios or other areas without vegetative cover may be more susceptible to frost and we
recommend 48 inches of soil cover over the sewer pipe in these areas, and the pipe be
insulated on top and sides with 2-inch-thick blue foam insulation board. If adequate soil
cover is not possible, we should be contacted for re-evaluation prior to installation.
• The sewer pipe should be bedded in compacted ¾-inch road base or native soils provided
that the native soils contain no angular rocks or rocks larger than 2½-inches in diameter
to help prevent settlement of the pipe. Sags in the pipe could cause standing effluent to
freeze and damage the piping.
• Install cleanout pipes within 5 feet of the building foundation, where the sewer pipes
bend 90 degrees or more and every 100 feet of sewer pipe.
• All 90-degree bends should be installed using a 90-degree long-sweep or by using two
45-degree elbows.
• The sewer line location shown on Figure 1 is considered conceptual. We assume that
there will be only one sewer line exiting the building. It is the responsibility of the
owner/contractors to locate all sewer line exit locations and connections to the septic
tank. We should be notified if there are other sewer lines exiting the building.
Effluent Transport Piping
• The effluent transport pipe should be 4-inch diameter SDR35 piping sloped at a 2%
minimum to flow from the septic tank to the first trench. Piping should extend at least
6 inches into the top knockout provided in the Infiltrator end caps and be screwed in
place. Splash plates should be installed beneath the inlet piping to help limit scouring of
the infiltrative soil surface in the chambers.
• The serial connection between the trenches should also consist of 4-inch SDR35 piping
sloped at a 2% minimum to drain to the next trench.
• The effluent transport pipe should be bedded in compacted ¾-inch road base or native
soils provided that the native soils contain no angular rocks or rocks larger than
- 6 -
Kumar & Associates, Inc. Project No. 21-7-394.02
2½ inches in diameter to help prevent settlement of the pipe. Sags could cause standing
effluent to freeze and damage to the piping.
• A minimum 18 inches of cover soil should be provided over the effluent transport pipe.
Paved areas, patios or other areas without vegetative cover may be more susceptible to
frost. We recommend 48 inches of soil cover over the effluent pipe and insulation with at
least 2 inches of rigid foam insulation in these areas. If adequate cover soil is not
possible, we should re-evaluate the condition prior to installation.
• Schedule 40 PVC pipe is required underneath driveway surfaces and should be provided
with at least 48 inches of soil cover, and be insulated on top and sides with 2-inch-thick
rigid foam insulation board.
• All 90-degree bends should be installed using a 90 degree long-sweep or by using two
45-degree elbows.
OWTS OPERATION AND MAINTENANCE
The OWTS will require periodic inspection and maintenance to function properly. A properly
designed, installed and maintained system can greatly increase its lifespan. The level of
maintenance will vary depending on the complexity of the system and water use habits of the
residents. We recommend that an OWTS Operation and Maintenance (O&M) Manual be
developed. Depending on the complexity of the system, a contract with an OWTS maintenance
provider may be prudent. Below are some basic recommendations for the OWTS O&M.
OWTS HOUSEHOLD OPERATION
• Use of high efficiency water fixtures is recommended to decrease the hydraulic load on
the OWTS system.
• Fix plumbing leaks immediately as this may cause a hydraulic overload of the soil
absorption system.
• Do not irrigate the area on top of or directly upgradient of the soil absorption field as this
may cause a hydraulic overload.
• Do not dispose of household waste down drains as this may clog or damage OWTS
components. Examples of household waste includes: dental floss, cotton swabs, coffee
grounds, paper towels, feminine products and many other kitchen and bath items.
• Use of kitchen garbage disposals is not recommended. If a garbage disposal is utilized,
kitchen wastewater should be screened thoroughly. Many kitchen solids are not
decomposed in the septic tank and may cause increased tank pumping frequency.
• Do not dispose of household chemicals, greases, oils, paints, hot tub water or water
softener backwash in household drains. A separate drywell, if feasible, may be necessary
for hot tub water or water softener backwash disposal.
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Kumar & Associates, Inc. Project No. 21-7-394.02
• Limit the use of bleach as this may harm useful bacteria in the septic tank and soil
absorption system.
• Liquid dishwasher and clothes washer detergent is recommended for households served
by an OWTS. Clay substances used as fillers in powder detergents may result in
clogging of the soils absorption system.
• The effluent in septic tank may freeze during extended periods of non-use in cold
weather. We recommend that a tank heater be installed in this system to help prevent
freezing.
OWTS MAINTENANCE
• Inspect the septic tank and STA at least annually for problems or signs of failure.
• The effluent filter for the tank should be cleaned at least annually by spray washing solids
into the first chamber of the septic tank.
• The septic tank should be pumped and cleaned every 3 to 5 years depending on use.
Longer pumping intervals may increase the amount of solids that reach the STA, which
may shorten its life span.
• Pumping of the septic tank should take place when the level of the sludge and scum
layers combined take up 25 to 33% of the capacity of the first chamber of the tank.
OWTS CONSTRUCTION OBSERVATION
The Eagle County Environmental Health Department requires that the designer of the system
provide a record drawing and certification of the OWTS construction (As-Built inspection).
We should be provided with at least 48-hour notice prior to the installer needing the inspections.
Prior to issuance of our certification letter, we require observation of all system components
prior to backfill. The number of site visits required for the inspection will depend on the
installer’s construction schedule.
LIMITATIONS
We have conducted this design in accordance with generally accepted engineering principles and
practices in this area at this time. We make no warranty either expressed or implied. The
recommendations provided in this report are based on the site conditions, profile pit evaluations
and soil texture analysis, the proposed construction and our experience in the area. Variations in
the subsurface conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we should
be notified so that re-evaluation of the recommendations may be made.
Kumar & Associates
SILT
COBBLES
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Kumar & Associates
Kumar & Associates
Kumar & Associates
Notes:
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Infiltrator Quick 4 Plus
Standard Chamber
Installed Level
Scarify trench prior to
chamber placement.
Excavate 36"
Wide Trench
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12" min. 24" max.
Cover Soil Graded
to Deflect Surface
Water
Native Soil
4' Min.
Undisturbed
Soil
Between
Trenches
Kumar & Associates
Notes
1.Chambers should be installed level on a scarified ground surface. Concrete
sand may be used as a leveling course if necessary.
2.Care should be taken by the contractor to avoid compaction of the native soils in
the trench areas. The base and side walls of trench excavations should be
scarified prior to chamber installation.
3.Changes to this design should not be made without consultation and approval
by Kumar & Associates.
MM
/
DD
/
YYYY
Property Information
https://property.eaglecounty.us/assessor/taxweb/search.jsp
13400 Hwy 24
220507200003
5000 acers
Application For Onsite Wastewater Treatment
System- New OWTS, Major, and Minor Repairs
INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED
It is recommended that you apply for an OWTS Permit and Building Permit concurrently. State law requires
the OWTS Permit to be issued prior to the Building Permit. OWTS Permits expire after 120 days without an
active building permit.
Date *
06 17 2024
Physical Address *
Tax Parcel Number:*
Lot Size:
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…1/17
Residential/Single Family
Residential/ Multi Family
Commercial/Industrial
Other:
Agricultural
Private Well
Public
Spring
Surface
N/A
Ownership and Contact Information
Building Type:*
Number of Bedrooms (if residential), or type of use (if commercial)*
Water Supply:*
If Public, Name of Supplier
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…2/17
Phil Hadley
203.559.5152
61 Dawn Harbor Lane Riverside Ct 06878
Philip.Hadley@gmail.com
Derrick Gerhardt
970.390.8294
dgerhardt@resortconceptsco.com
Property Owner *
Owner Phone Number *
Owner Mailing Address
Owner Email Address *
Applicant/Contact Person:*
Applicant Phone Number *
Applicant Email Address *
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…3/17
Licensed Systems Contractor
Only Licensed Systems Contractors approved by Eagle County are authorized to perform work on OWTS in
Eagle County. A list of Licensed Systems Contractors is available on the website:
https://drive.google.com/ le/d/1XzOr0onWXuuHBrWDlQBM_1QXewQqWTM_/view?usp=sharing
Sylvain Cote/ OWTSPL-000313-2024
970.376.2392
cotecolorado@gmail.com
Licensed System Contractor Name/ License #*
Contractor Phone Number *
Contractor Email *
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…4/17
New Installation- $1423 - New Builds of Residence or ADU
Major Repair- $1023 - Full OWTS or Soil Treatment Area (STA) repair or replacement
Minor Repair- $623- Tank Replacement Only
Alterations - Alteration- $623- Bedroom Additions/ADU Additions/Remodels to an existing permitted
OWTS.
Small Repair- $223 - Sewer pipe replacements, pump replacements. Like-for-like replacement of
component in the original Professionally Engineered Design. Does not change the way the system
was designed to function. may include connections to auxiliary structures that do not increase daily
ow rate.
Work that does not require a permit includes : adding risers and/or tank lid replacements, tee
replacement, cleanout replacements, and very minor ve feet or less of straight sewer pipe
replacement where the contractor will submit scope of work and before and after photos to ECPHA
New Installation- $1423 - New Builds of Residence or ADU
The State Law requires that the OWTS permit be issued before the building permit is issued. If
your application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of
the building permit.
Eagle County Board of Health declares that its general policy is to require the use of public sewer systems
where and whenever feasible and to limit the installation of OWTS only to areas that are not feasible for
connection to public sewer. Eagle County will not issue an OWTS permit where the structure to be served is
within the applicable Water and Sanitation District that provides public sewer, unless the public service
provider is not willing to serve the structure, and authorizes the use of an OWTS.
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
OWTS Permit Application is for :
For permit types, go to:
https://docs.google.com/document/d/10KeutJAAb3GKeDvynMjuAiW6aek4-
n3Utn723ulspIs/edit?usp=sharing
*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…5/17
Dave Young
970.945.7988
dyoung@kumarusa.com
All of the Following Must be Summitted to be Considered a Complete Application:
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
Professional Engineer Name:*
Engineer Phone Number:*
Engineer Email:*
Satisfactory design with site plan and soil profile results from a Colorado Registered
Professional Engineer will be submitted
*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…6/17
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit/
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Major Repair- $1023
Full Replacement of the System or Tank and/or Soil Treatment Area (STA) repair or replacement.
Tank Only Replacement is considered a Minor Repair.
Environmental Health Prioritizes the Review of Repair Applications and Designs
Repair means restoration of functionality and/or treatment by reconstruction, relocation, or replacement of
an on-site wastewater treatment system or any component thereof in order to allow the system to function
as intended.
The $1423 Permit Fee will submitted *
I agree and understand that:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…7/17
Emergency Use Permit May Be Required
Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit
authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed
the period stated in the repair permit. Such an emergency use permit may be extended, for good cause
shown, in the event repairs may not be completed in the period stated in the repair permit through no fault
of the owner or occupant and only if the owner or occupant will continue to make repairs to the system.
Malfunctioning. The OWTS or component within is not performing as designed, but not failing
Failing. Sewage is leaking on the gound, into the ground untreated. Sewage is backing up into the
house. E uent is ponding, daylighting, or being disposed of without secondary treatment from a
STA.
Other:
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
The system is *
If the system is failing please describe any emergency use steps being taken.
Professional Engineer Name:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…8/17
All of the Following Must be Summitted to be Considered a Complete Application:
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
Engineer Phone Number:*
Engineer Email:*
Satisfactory design with site plan and soil profile results from a Colorado Registered
Professional Engineer will be submitted
*
The $1023 Permit Fee will submitted *
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7jL…9/17
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit/
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Minor Repair- $623- Tank Replacement Only
“Repair” means restoration of functionality and/or treatment by reconstruction, relocation, or replacement
of an on-site wastewater treatment system or any component thereof in order to allow the system to
function as intended.
Please note: repairs or replacement of the Soil Treatment Area are considered a Major Repair, other
components may qualify for a small repair permit
Emergency Use Permit May Be Required
Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit
authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed
the period stated in the repair permit. Such an emergency use permit may be extended, for good cause
shown, in the event repairs may not be completed in the period stated in the repair permit through no fault
of the owner or occupant and only if the owner or occupant will continue to make repairs to the system.
I agree and understand that:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…10/17
Malfunctioning. The tank or component within is not performing as designed, but not failing
Failing. Sewage is leaking on the ground, into the ground untreated. Sewage is backing up into the
house. Tank is not water-tight.
Other:
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
The tank is *
If the system is failing please describe any emergency use steps being taken.
Professional Engineer Name:*
Engineer Phone Number:*
Engineer Email:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…11/17
All of the Following Must be Summitted to be Considered a Complete Application:
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Alteration- $623
Satisfactory design with site plan from a Colorado Registered Professional Engineer will be
submitted:
*
The $623 Permit Fee will submitted *
I agree and understand that:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…12/17
Bedroom Additions/ADU Additions/Remodels to an existing permitted OWTS.
State Law requires that the OWTS permit be issued before the building permit is issued. If your application
is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit.
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
All of the Following Must be Summitted to be Considered a Complete Application:
Existing OWTS Permit Number of Alteration:*
Professional Engineer Name:*
Engineer Phone Number:*
Engineer Email:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…13/17
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit/
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Small Repair- $223
Satisfactory evaluation of existing design and proposed changes required with site plan and soil
profile results from a Colorado Registered Professional Engineer will be submitted
*
The $623 Permit Fee will submitted
I agree and understand that:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…14/17
Sewer pipe replacements, pump replacements. Like-for-like replacement of component in the original
Professionally Engineered Design. Does not change the way the system was designed to function. May
include tanks. May include connections to auxiliary structures that do not increase daily ow rate.
All repairs and connections must be completed by a licensed Eagle County OWTS Contractor.
State Law requires that the OWTS permit be issued before the building permit is issued. If your application
is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit.
All of the Following Must be Summitted to be Considered a Complete Application:
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Department of Public Health and Environment, Old Court House Building, 550
Broadway in Eagle
Dropped off at Eagle County O ce, 20 Eagle County Drive in El Jebel
Existing OWTS Permit Number:*
Describe the repair work to be done:*
The $223 Permit Fee will submitted *
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…15/17
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit. It is best to submit the building permit to Community Development concurrently with
this permit as most building permits have longer review times.
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
work and existing PE design is required before a permit will be issued.
Work that does not require a permit
May Include: adding risers and/or tank lid replacements, tee replacement, cleanout replacements, and very
minor ve feet or less of straight sewer pipe replacement where the contractor will submit scope of work
and before and after photos to ECPHA
All work on a OWTS must be completed by a licensed Eagle County OWTS Contractor.
I agree and understand that:*
Existing OWTS Permit Number: (if not known please state so)*
Describe the repair work to be done:*
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…16/17
Photos of before and after will be submitted to Eagle County Environmental Health
environment@eaglecounty.us
Only an Eagle County Licensed Systems Contractor must perform work on an OWTS.
Any additional work may require a permit and will be submitted for review to Eagle County EH
This form was created inside of Eagle County Government.
I agree and understand that:*
Forms
6/21/24, 11:23 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNiIESxXL8sn2aK53cck2Sl7j…17/17