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HomeMy WebLinkAbout350 Big Pinon - 246502301004Work Classification:New
CO
AddressOwner Information
Permit Status:Active
Project Address
246502301004
Permit Type:OWTS Permit
Permit NO.OWTS-5-18-19052
Expires:N/AIssue Date:Not Issued
Parcel No.
350 BIG PINON
Private Wastewater
System
Environmental Health
Department
P.O.Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone:
Cell:
Inspection
For Inspections call:(970)328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)704-0484All Service Septic
Contractor(s)Phone Primary ContractorLicense Number
KOSKI CONSTRUCTION (970)274-0944 Yes30-18
KOSKI, STEVEN KOSKI, STEVEN
Permitted Construction /Details:
Installation of the OWTS exactly as depicted on the All Service Septic, LLC design dated April21 ,2018,
stamped and signed by Richard H.Petz, PE.
The system consists of a 1,500 gallon two compartment septic tank with effluent screen on th outlet tee
and 1,250 square feet of soil treatment area (prior to adjustments made for using chambers in a bed
configuration)via the installation of two beds of45 Infiltrator Quick 4 Plus Standard chambers (90 total)
arranged in 3 rows of 15 as shown on the design drawing with a maximum depth of 4 feet.Each bed will
receive equal amounts of effluent from a Valley Precast distribution box containing Polylock flow
equalization devices placed on the two outlets.Inspection portals must be placed in the four corner
chambers of each bed of Infiltrator chambers (8 inspection portals total).
NOTE:The design engineer must verify on the record drawing that the100' horizontal setback to the well
is maintained as well as10' from the property line; and that the soil treatment area does not encroach on
the electrical line easement, unless permission from the electrical company is obtained in writing.
Contact Eagle County Environmental Health and the design engineer well in advance when ready for
inspections.The design engineer is required to perform all inspections necessary to certify the
installation.System certification along with a record drawing and photos are required to be submitted to,
and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the
dwelling.
Issued by:Environmental Health Department, Eagle County, CO
May 11, 2018
Date
Customer Copy
Ray Merry
CONDITIONS:
1.THIS PERMIT 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
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR CONNECTION TO 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.CHAPTER IV, SECTION 4.03.29REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
June 4th, 2019
Mr. Steven Koski
306 Rabbit Rd
Carbondale, CO. 81623
RE: Final approval of the: Septic System Installation, OWTS-5-18-19052 Property location: 350
Big Pinion Dr. Basal Colorado, 81621
Mr. Koski:
This letter is to inform you that the above-referenced, OWTS-5-18-19052 permit, has been
inspected and finalized. This OWTS permit was approved and sized to serve a five (5) bedroom
residence.
Additional information about the maintenance your septic system needs can be accessed
through our website links, provided on the Environmental Health Department’s septic system
resource page.
Be aware that changes in the use of your property or alterations of your building may require
commensurate changes to, or relocation of, your septic system . Landscape features, trees with
tap roots, irrigation systems and parking areas above the soil treatment area can cause
premature system failure. It is equally important that you notice and immediately repair
dripping faucets and hissing toilets as this will certainly cause the system to fail.
If you have any questions regarding this information, please contact us at (970) 328-8755 and
reference the OWTS septic permit number.
Best Regards,
Giovanna Harkay.
Administrative Fiscal Tech IV
Attachments: Certification Letter and Design – Septic System Flyer – Final Letter
PUBLIC HEALTH & ENVIRONMENT
(970) 328-8755
FAX: (970) 328-8788
Environment@eaglecounty.us
RAYMOND P. MERRY, REHS
Manager
May 31, 2019 Project No. C1372
Steven Koski
steven@tomroachfloors.com
Onsite Wastewater Treatment System (OWTS) Installation Observations
350 Big Pinon
Eagle County, Colorado
OWTS Permit Number 5-18-19052
Steven,
ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS)
on September 18, 2018 and May 29, 2019 for the subject property. You, the property owner, installed the
system.
Minimum setback distances were verified at the time of installation, including the setbacks from the soil
treatment area (STA) to the well and property line.
A double-sweep clean out was installed on the west side of the residence. The installation included a
new 1500-gallon, two-compartment Infiltrator® poly septic tank with an effluent filter installed on the outlet
tee of the septic tank. We recommend adding a handle extension to the filter. This filter must be
cleaned annually, or as needed. Access to the manhole lids was brought to grade with risers.
Effluent gravity flows to a distribution box, and then to two gravelless chamber beds. The distribution box
was accessible from grade and flow equalizers were installed on each outlet pipe in the distribution box.
In order to better fit the site, topography, and save trees, the configuration of the STA changed slightly
from our original design. Each bed consists of 4 rows of 9 ‘ARC’ ADS chambers connected with a level
manifold. There is a total infiltrative area of 1080 square feet. Inspection ports were installed in each
corner of each bed. Ports may be cut to grade and placed in sprinkler boxes for access.
Drainage from above will be diverted to the north of the OWTS. The STA must be revegetated.
The OWTS was generally installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are
made to the OW TS 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 of the expertise of the installer, soil
type, and weather conditions.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC Reviewed By:
Carla Ostberg, MPH, REHS Richard H. Petz,
Beds being installed
Septic tank installed
5/31/19
Distribution box
Inspection ports (behind rocks)
Inlet tee (risers to grade) effluent filter (need to add handle extension)
Work Classification:New
CO
AddressOwner Information
Permit Status:Active
Project Address
246502301004
Permit Type:OWTS Permit
Permit NO.OWTS-5-18-19052
Expires:N/AIssue Date:Not Issued
Parcel No.
350 BIG PINON
Private Wastewater
System
Environmental Health
Department
P.O.Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone:
Cell:
Inspection
For Inspections call:(970)328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)704-0484All Service Septic
Contractor(s)Phone Primary ContractorLicense Number
KOSKI CONSTRUCTION (970)274-0944 Yes30-18
KOSKI, STEVEN KOSKI, STEVEN
Permitted Construction /Details:
Installation of the OWTS exactly as depicted on the All Service Septic, LLC design dated April21 ,2018,
stamped and signed by Richard H.Petz, PE.
The system consists of a 1,500 gallon two compartment septic tank with effluent screen on th outlet tee
and 1,250 square feet of soil treatment area (prior to adjustments made for using chambers in a bed
configuration)via the installation of two beds of45 Infiltrator Quick 4 Plus Standard chambers (90 total)
arranged in 3 rows of 15 as shown on the design drawing with a maximum depth of 4 feet.Each bed will
receive equal amounts of effluent from a Valley Precast distribution box containing Polylock flow
equalization devices placed on the two outlets.Inspection portals must be placed in the four corner
chambers of each bed of Infiltrator chambers (8 inspection portals total).
NOTE:The design engineer must verify on the record drawing that the100' horizontal setback to the well
is maintained as well as10' from the property line; and that the soil treatment area does not encroach on
the electrical line easement, unless permission from the electrical company is obtained in writing.
Contact Eagle County Environmental Health and the design engineer well in advance when ready for
inspections.The design engineer is required to perform all inspections necessary to certify the
installation.System certification along with a record drawing and photos are required to be submitted to,
and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the
dwelling.
Issued by:Environmental Health Department, Eagle County, CO
May 11, 2018
Date
Customer Copy
Ray Merry
CONDITIONS:
1.THIS PERMIT 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
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S.25-10-101,et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR CONNECTION TO 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.CHAPTER IV, SECTION 4.03.29REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
832‐R‐13‐002
April 21, 2018 Project No. C1372
Steven Koski
steven@tomroachfloors.com
Onsite Wastewater Treatment System Design
5-Bedroom Residence
350 Big Pinon
Eagle County, Colorado
Steven,
ALL SERVICE septic, LLC has completed an onsite wastewater treatment system (OWTS) design for the
subject residence. The property is located outside of Basalt, in an area where OWTSs and wells are
necessary.
Legal Description: Lot 4, Laura J. Estates
Parcel ID: 2465-023-01-004
SITE CONDITIONS
The property is currently undeveloped and a single-family residence is proposed. The residence will
have a maximum of 5-bedrooms.
The property slopes to the southwest, toward the Roaring Fork River, at approximately 12% in the area of
the proposed soil treatment area (STA).
An electrical line bisects the property. This line is located on the survey. A minimum 5-foot setback is
required from the electrical line.
The residence will be served by a private well, located southeast of the proposed residence. This well
must be located greater than 50-feet from the proposed septic tank and greater than 100-feet from the
proposed STA.
The Robinson Ditch runs along the western portion of the property. The ditch is downgradient from the
proposed development and is located greater than 50-feet from the proposed septic tank and STA..
Table 1 describes the minimum required setback of OWTS components to physical features on the
property compared to approximate, proposed setback distances.
Page 2
Table 1
OWTS Components and
Physical Features
Minimum Required Setback Approximate Proposed Setback
House to Septic Tank 5’ 16’
Septic Tank to Well 50’ 117’
Septic Tank to Water Course 50’ 127’(Robinson Ditch)
STA to House 20’ 50’
STA to Well 100’ 100’
STA to Water Course 50’ 68’ (Robinson Ditch)
SUBSURFACE
The subsurface was investigated by HP Kumar. Their report, Project Number 17-2-821, dated December
14, 2017, is enclosed. Two soil profile test pits were excavated and three percolation tests were run.
Results of the percolation tests ranged from 4+ to 17 minutes per inch (MPI). Soils identified in the tests pit
were classified as Soil Type 2, Loam.
STA sizing is based on Soil Type 2, Loam. A long term acceptance rate (LTAR) of 0.6 gallons per
square foot, will be used to design the OWTS, in accordance with Table 10-1 Soil Type 1
presented in the Eagle County On-Site Wastewater Treatment System Regulations, adopted May
13, 2014.
DESIGN SPECIFICATIONS
We have chosen gravelless chamber beds for this design. The site has a relatively mild slope, and there
is a desire to maintain existing vegetation in the area of the STA. Beds will allow us to straddle a cluster
of trees to maintain screening between the residence and the highway.
Design Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 5 Bedrooms = 750 GPD
LTAR = 0.6 GPD/SF
750 GPD / 0.6 GPD/SF x 1.2 (gravity beds) x 0.7 (chambers) = 1050 SF
The OWTS design is based on 5-bedrooms. An average daily wastewater flow of 750 GPD will be used.
The sewer line exiting the residence must have a minimum 2% grade from the residence to the septic
tank and include a double-sweep clean out. The installation will include a new 1500-gallon, two-
compartment concrete septic tank with an effluent filter installed on the outlet tee of the septic tank.
Access to the manhole lids must be brought to grade with risers.
Effluent will gravity flow to a distribution box, and then to two gravelless chamber beds. The distribution
box must be accessible from grade and must have flow equalizers, or similar product, installed on each
outlet pipe in the distribution box to assure equal flow to each bed.
Each bed will consist of 3 rows of 15 ‘Quick 4’ Standard Plus Infiltrator® chambers connected with a level
manifold. There will be a total infiltrative area of 1080 square feet. Inspection ports must be installed in
each corner of each bed. Ports may be cut to grade and placed in sprinkler boxes for access.
The component manufacturers are typical of applications used by contractors and engineers in this area.
Alternatives may be considered or recommended by contacting our office. Construction must be
according to Eagle County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided
by Eagle County Environmental Health Department, and this design.
Page 3
REVEGETATION REQUIREMENTS
An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire
disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over
the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INFORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAs, and any other components needing maintenance.
Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials
should be placed on the backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be
checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or
leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned
annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be
flushed annually, or as needed.
The homeowner should pump the septic tank every two years, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of
freezing. The pump shall have an audible and visual alarm notification in the event of excessively high
water conditions and shall be connected to a control breaker separate from the high water alarm breaker
and from any other control system circuits. The pump system shall have a switch so the pump can be
manually operated.
Excavation equipment must not drive in excavation of the STA due to the potential to compact soil.
Extensions should be placed on all septic tank components to allow access to them from existing grade.
Backfill over the STA must be uniform and granular with no material greater than minus 3-inch.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be
performed before backfill, after placement of OWTS components. Septic tanks, distribution devices,
pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic,
LLC should be notified 48 hours in advance to observe the installation.
Page 4
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from conditions
described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be
according to the county regulations. Requirements not specified in this report must follow applicable
county regulations. The contractor should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working. Licensing of Systems Contractors
may be required by county regulation.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC Reviewed By:
Carla Ostberg, MPH, REHS
• Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner
satisfaction
• Installs in min-
utes inside new
or existing tanks;
extendible tee
handle for easy
removal
• Easy to clean by
simply hosing off
whenever the tank
needs pumping
• Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
• Corrosion-proof
construction, to
ensure long life
• Lifetime warranty
Residential Biotube® Effluent Filters
Applications
Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube
Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic
tanks and have a lifetime warranty. They prevent large solids from leaving
the tank, dramatically improving wastewater quality and extending the life
of residential drainfields.
Standard Features & Benefits
• Alarm available, to
signal the need for
cleaning
• Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigat-
ing surges and
increasing
retention time
• Custom and
commercial sizes
available
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes’ entire
surface for filtering.
Particles larger than
the Biotube’s mesh
are prevented from
leaving the tank.
Optional
Features &
Benefits
Biotube
Filtering
Process
8-in. (200-mm)
Base Inlet Filter
4-in. (100-mm)
Insert Filter
4-in. (100-mm) Biotube Jr.
(4-in. Biotube cartridge avail-
able separately as Insert Filter)
Orenco’s superior effluent filters resist clogging better than all other brands. Our stan-
dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term
protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at
half the size of our standard model, has more filtering capacity than the full-sized filters
sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter
is ideal. And for low-profile tanks, there’s the Base Inlet Filter.
* Covered by patent numbers 5,492,635 and 4,439,323
4-in. (100-mm) Biotube Effluent Filter
APS-FT-1
Rev. 3.4 © 11/10
Orenco Systems®, Inc.
To Order
Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu-
tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on
“Distributor Locator.”
Nomenclatures
Riser
wall
Tank wall
Filter housing
Extendible PVC handle
Stainless steel set screws
Top seal plate
Air vents
Biotube® filter cartridge
Solid base
4-in. Biotube
Effluent Filter
4-in. Biotube Jr.
4-in. Biotube Filter (standard)
4-in. Biotube Jr. (includes cartridge and housing)
Distributed By:
8-in. Biotube Filter (base inlet model)
4-in. Biotube Filter Insert (cartridge only)
Junior series
FT J0418
Biotube effluent filter series
Filter diameter (inches)
Cartridge height (inches)
W = fits Type 3034 outlet tee
S = fits Schedule 40 outlet tee
Options:
Blank = no options
M = flow modulation plate installed
A = float bracket attached
Blank = 1/8" filtration
P = 1/16" filtration
Insert
FT i0418
Biotube effluent filter series
Filter diameter (inches)
Cartridge height (inches)
W = fits Type 3034 outlet tee
S = fits Schedule 40 outlet tee
-
For customized options (e.g., NC
indicates North Carolina regions)
-
Blank = 1/8" filtration
P = 1/16" filtration
FT 04
Biotube effluent filter series
Filter diameter (inches)
Housing height: 36" and 44" are standard
Options:
Blank = no options
M = flow modulation plate installed
A = float bracket attached
Cartridge height: 28" and 36" are standard
-
Blank = 1/8" filtration
P = 1/16" filtration
W = fits Type 3034 outlet pipe
S = fits Schedule 40 outlet pipe
FT 2208 14 B
Biotube effluent filter series
Housing height: 22" standard
Cartridge height: 14" standard
Options:
A = float bracket
FS = 2" outlet orifice
FSO = 2" outlet orifice and overflow plate*
Base inlet model
-
Blank = 1/8" filtration
P = 1/16" filtration
Filter diameter (inches)
08 = 8"
* Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT
The Quick4® Plus Standard Chamber
The Quick4 Plus Standard Chamber
offers maximum strength through
its two center structural columns.
This chamber can be installed in
a 36-inch-wide trench. Like the
original line of Quick4 chambers,
it offers advanced contouring
capability with its Contour Swivel
Connection™ which permits turns
up to 15-degrees, right or left. It is
also available in four-foot lengths to
provide optimal installation flexibility.
The Quick4 Plus All-in-One 12
Endcap, and the Quick4 Periscope
are available with this chamber,
providing increased flexibility in
system configurations.
Maximum Strength
APPROVED in _____________________________________________
Quick4 Plus™ Series
Quick4 Plus All-in-One 12 Endcap Benefits:
• May be used at the end of chamber
row for an inlet/outlet or can be
installed mid-trench
• Mid-trench connection feature allows
construction of chamber rows with
center feed, as an alternative to
inletting at the ends of chamber rows
• Center-feed connection allows for
easy installation of serial distribution
systems
• Pipe connection options include
sides, ends or top
Quick4 Plus All-in-One Periscope Benefits:
• Allows for raised invert installations
• 180° directional inletting
• 12” raised invert is ideal for serial
applications
Certified by the International
Association of Plumbing
and Mechanical
Officials (IAPMO)
Quick4 Plus Standard Chamber Specifications
Size
34”W x 53”L x 12”H
(864 mm x 1346 mm x 305 mm)
Effective Length
48” (1219 mm)
Louver Height
8” (203 mm)
Storage Capacity
47 gal (178 L)
Invert Height
0.6” (15 mm), 5.3” (135 mm),
8.0” (203 mm), 12.7” (323 mm)
Quick4 Plus Standard Chamber Benefits:
• Two center structural columns offer increased stability and superior strength
• Advanced contouring connections
• Latching mechanism allows for quick installation
• Four-foot chamber lengths are easy to handle and install
• Supports wheel loads of 16,000 lbs/axle with 12” of cover
Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436
4 Business Park Road
P.O. Box 768
Old Saybrook, CT 06475
860-577-7000 • Fax 860-577-7001
1-800-221-4436
www.infiltratorwater.com
U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending.
Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico.
Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies.
PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc.
© 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713
Quick4 Plus™ Series
INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY
(a) The structural integrity of each chamber, endcap and other accessory manufactured by
Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in
accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against
defective materials and workmanship for one year from the date that the septic permit is issued for
the septic system containing the Units; provided, however, that if a septic permit is not required by
applicable law, the warranty period will begin upon the date that installation of the septic system
commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate
Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator
will supply replacement Units for Units determined by Infiltrator to be covered by this Limited
Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation
of the Units.
(b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE.
THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO
IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE
(c) This Limited Warranty shall be void if any part of the chamber system is manufactured by
anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential,
special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages,
including loss of production and profits, labor and materials, overhead costs, or other losses or
expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty
coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse,
abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which
are not permitted by the installation instructions; failure to maintain the minimum ground covers
set forth in the installation instructions; the placement of improper materials into the system
containing the Units; failure of the Units or the septic system due to improper siting or improper
sizing, excessive water usage, improper grease disposal, or improper operation; or any other
event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply
with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be
responsible for any loss or damage to the Holder, the Units, or any third party resulting from
installation or shipment, or from any product liability claims of Holder or any third party. For this
Limited Warranty to apply, the Units must be installed in accordance with all site conditions
required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions.
(d) No representative of Infiltrator has the authority to change or extend this Limited Warranty.
No warranty applies to any party other than the original Holder.
The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of
states and counties have different warranty requirements. Any purchaser of Units should contact
Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to
obtain a copy of the applicable warranty, and should carefully read that warranty prior to the
purchase of Units.
Quick4 Plus Standard Chamber ___________________________________________________________________________________
Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________
Quick4 Plus All-in-One Periscope ________________________
EFFECTIVE LENGTH48"
12"
34"
QUICK4 PLUS
ALL-IN-ONE PERISCOPE
(360° SWIVEL)
12.7" INVERT
PRESSURIZED PIPE DRILL
POINTS LOCATIONS
(2 PLACES)
33"
18"
8" INVERT
13"
EFFECTIVE LENGTH48"
12"
34"
QUICK4 PLUS
ALL-IN-ONE PERISCOPE
(360° SWIVEL)
12.7" INVERT
PRESSURIZED PIPE DRILL
POINTS LOCATIONS
(2 PLACES)
33"
18"
8" INVERT
13" FRONT VIEW SIDE VIEW
EFFECTIVE LENGTH48"
12"
34"
QUICK4 PLUS
ALL-IN-ONE PERISCOPE
(360° SWIVEL)
12.7" INVERT
PRESSURIZED PIPE DRILL
POINTS LOCATIONS
(2 PLACES)
33"
18"
8" INVERT
13"
6"
5"9"
6/4/2019 Eagle County Government Mail - final septic documents / Koski / 350 Big Pinon
https://mail.google.com/mail/u/0?ik=928161f115&view=pt&search=all&permmsgid=msg-f%3A1635421902967501423&simpl=msg-f%3A1635421902967501423 1/1
Giovanna Harkay <giovanna.harkay@eaglecounty.us>
final septic documents / Koski / 350 Big Pinon
Ray Merry <ray.merry@eaglecounty.us>Tue, Jun 4, 2019 at 8:50 AM
To: Steven Koski <steven@tomroachfloors.com>
Cc: Carla Ostberg <carla.ostberg@gmail.com>, #environment <environment@eaglecounty.us>
We have what we need to final the system.
Changes to original, permitted designs are not uncommon but are typically communicated prior to installing the changes because in some cases, these documents may need to be amended,
depending on the degree of digression from the original design. The changes to your design may not have necessitated a change to the design and permit. It would have depended on the
information provided in the email that would explain the change and how a redesign would not be necessary. Please understand that many times, inappropriate liberties are taken by
contractors in the field that the engineer becomes aware of during final inspections. This puts the engineer in the awkward position of evaluating the change and deciding if the system needs
to be entirely redone or not. As you explained, this wasn't the case regarding your project. If you were want to continue to be a Licensed Contractor in Eagle County, it would be important to
communicate this to you clearly.
Thanks for understanding and your final documentation will be forthcoming. Our shared database with the Building Division will indicate the OWTS is final as not to hold up any occupancy.
On Mon, Jun 3, 2019 at 6:12 PM Steven Koski <steven@tomroachfloors.com> wrote:
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