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HomeMy WebLinkAbout485 Green Meadow Dr - 239122304005Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-016965-2019
Permit Type: OWTS Permit
Work Classification: New
Permit Status: Active
Issue Date: 7/31/2019 Expires: 8/12/2020
On-Site Wastewater
Treatement System
Project Address Parcel Number
485 GREEN MEADOW DR, EL JEBEL AREA,239122304005
Owner Information Address
Tyler & Lindsay Finn 5107 Phinney AV N
Seattle, WA 98103
Phone:
Cell: (301) 520-2452
Email: tyfinn@hotmail.com
Inspections:
For Inspections Call: (970) 328-8755
and call the Design Engineer
Engineer Phone Email
All Service Septic, Richard Petz (970) 704-0484 richard@allservicespetic.c
om
Contractor License Number Phone Email
Black Timber Dirt Works LLC blacktimberjosh@gmail.co
m
(970) 274-4750
Permitted Construction / Details:
Install the OWST exactly as depicted in the All Service Septic design dated December 12, 2018, stamped and signed
by Richard H. Petz, PE. The system is designed to serve a 5 bedroom single family residence.
NOTE: Prior to installation of the OWTS, the water location must be identified and all applicable setbacks
maintained.
The OWTS consists of a two-compartment 1,500 gallon Valley Precast septic tank with an effluent filter in the outlet
tee followed by a distribution box set level and made accessible at grade, equipped with flow equalizers to equally
distribute effluent to five shallow trenches, each consisting of 12 Infiltrator Quick4 Standard Plus chambers, for a
total of 60 chambers and 620 square feet of soil treatment area. Install inspection ports at both ends of each trench.
Be sure to scarify trench bottoms and side walls prior to placement of chambers.
Contact Eagle County Environmental Health and the design engineer well in advance to conduct inspections. All
inspections necessary to certify proper installation must be performed by the design engineer. System certification
along with photos and record drawing are required to be submitted to, and approved by, Eagle County
Environmental Health prior to the use of the system or occupancy of the residence.
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
Claire Lewandowski
Date
July 31, 2019
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
Friday, February 14, 2020 1
Black Timber Dirt
March 27, 2021 Project No. C1424
Tyler Finn
tyfinn@hotmail.com
Onsite Wastewater Treatment System (OWTS) Installation Observations
485 Green Meadow
Eagle County, Colorado
Permit Number OWTS-016965-2019
Tyler,
ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS)
on August 31, 2020 for the subject property. Black Timber Excavation installed the system.
The OWTS design is based on 5-bedrooms. An average daily wastewater flow of 600 GPD was
used.
The 4-inch diameter SDR-35 sewer line exiting the residence has a double-sweep clean out and a
minimum 2% grade to the septic tank.
The system installation included a 1500-gallon, two-compartment Valley Precast concrete septic tank
with an effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. Risers
bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an
extension handle must be installed on the effluent filter.
Effluent gravity flows to a distribution box, which was accessible from grade. Flow equalizers were
installed to assure equal flow to each trench. The STA consists of three trenches, each with 18 ‘ARC’
ADS chambers for a total of 54 chambers and 810 square feet of infiltrative area. Trenches were
separated by at least 4-feet of undisturbed soil. Inspection ports were installed at the beginning and end
of each trench. Ports may be cut to grade and placed in sprinkler boxes for access.
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 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 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, P.E.
View of septic tank and first trench
View of end of trenches
3/27/202
View of distribution box
Clean out near foundation Distribution box
Inlet tee outlet tee with effluent filer (add handle extension if
more than 1’ risers)
Distribution box with speed levelers
832‐R‐13‐002
December 4, 2018 Project No. C1424
Tyler Finn
tyfinn@hotmail.com
Onsite Wastewater Treatment System Design
5-Bedroom Residence
485 Green Meadow Drive
Eagle County, Colorado
Tyler,
ALL SERVICE septic, LLC completed an onsite wastewater treatment system (OWTS) design for the
subject residence. The 4.02-acre property is located outside of Basalt, in an area where OWTSs are
necessary.
Legal Description: Subdivision: ASPEN MOUNTAIN VIEW FIL 2 Lot: 10 (OAK RIDGE II)
Parcel ID: 2391-223-04-005
SITE CONDITIONS The property is currently undeveloped. A 5-bedroom residence is proposed.
The residence will be served potable water from a public water system. The curb stop for the property is
located in the southwest corner of the property along Green Meadow Drive. The water line must be at
least 25-feet from any proposed OWTS component.
The property slopes at an approximate 22-23 percent slope to the southwest toward the Roaring Fork
River. The proposed soil treatment area (STA) is vegetated with native grasses.
Table 1 describes the minimum required setback of OWTS components to physical features on the
property compared to approximate, proposed setback distances.
Table 1
OWTS Components and
Physical Features
Minimum Required Setback Approximate Proposed Setback
House to Septic Tank 5’ 9’
Septic Tank to Well 50’ n/a
Septic Tank to Water Course 50’ n/a
STA to House 20’ 23’
STA to Well 100’ n/a
STA to Water Course 50’ n/a
Page 2
SUBSURFACE The subsurface was investigated by HP Kumar on December 12, 2017 by digging two soil profile test pit
excavations and running percolation tests. The report dated January 17, 2018, Project 17-7-843 is enclosed.
After review of the report and our knowledge of soils in the area, we will be designing the STA based on Soil
Type 2. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design
the OWTS.
DESIGN SPECIFICATIONS Design Calculations:
Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms + 150 GPD (4th and 5th Bedrooms) =
600 GPD
LTAR = 0.6 GPD/SF
600 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 700 SF
The new OWTS design is based on 5-bedrooms. An average daily wastewater flow of 600 GPD will be
used.
For the purposes of this OWTS design, Benchmark Elevation at grade 7182’ 6”’ has been established as
100’ (walk-out elevation). ALL SERVICE septic, LLC should be notified of any discrepancies or problems
with grade elevations of proposed components during installation of the OWTS.
OWTS Component Minimum Elevation
Primary Tank Inlet Invert 97’ (min.)
Distribution Box 96’ (min.)
Infiltrative Surface (upper trenches) 95’ (min.)
A 4-inch diameter SDR-35 sewer line exiting the residence must have a double-sweep clean out and a
minimum 2% grade to the septic tank.
The system installation must include a 1500-gallon, two-compartment Valley Precast concrete septic tank
with an effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more
than one riser is added to the septic tank, an extension handle must be installed on the effluent filter.
Effluent will gravity flow to a distribution box, which must be accessible from grade. Flow equalizers or
similar product must be installed to assure equal flow to each trench. The STA will consist of five
trenches, each with 12 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 60 chambers and 720
square feet of infiltrative area. Trenches must be separated by at least 4-feet of undisturbed soil.
Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade
and placed in sprinkler boxes for access. The infiltrative area must be at least 2-feet below grade and
must not exceed 4-feet below grade. Fill over chamber must be 3-inch minus and be able to support
vegetative growth.
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"
Claire Lewandowski <claire.lewandowski@eaglecounty.us>
Tyler Finn OWTS
2 messages
Carla Ostberg <carla.ostberg@gmail.com>Tue, Aug 18, 2020 at 11:46 AM
To: Claire Lewandowski <claire.lewandowski@eaglecounty.us>, josh rupert <blacktimberjosh@gmail.com>, Tyler Finn <tyfinn@hotmail.com>
Hi Claire,
I was up at the property today. They moved the water line from their original proposed location and we'd like to make a change in the configuration to stay
further up the hill. They'd like to just do 3 trenches, each with 20 'Q4 chambers'. It works out that may be a better fit.
Additionally, we can maintain the 25-foot setback to the water line, although the water line is pure core. It seems the part of the regulation regarding the
encasement detail is antiquated and I was hoping it would be addressed in the last re-write. Maybe I'll have to be more vocal at stakeholder time and ask that
that section be addressed, because I think 25-feet is not necessary when it's pure core.
The other change is that we'd like to do a 1500 gallon infiltrator tank rather than the 1500 gal concrete tank. With I-70 closed, Valley Precast cannot easily get
there with the concrete tanks. I think we'll see a lot of swapping out near term if that highway doesn't re-open soon.
Let me know if you think those changes can be documented on the record drawing or if you think we need to do anything on paper. Both the installer (Josh) and
the owner (Tyler) were present with me at the meeting. thank you!
Carla Ostberg
CBO Septic Consulting
970.309.5259
Office
981 Cowen Drive, B-7
Carbondale, CO 81623
Mailing
33 Four Wheel Drive Road
Carbondale, CO 81623
2 attachments
2019.07.31 Permit #OWTS-016965-2019- Finn.pdf
265K
C1424 OWTS Design Packet 12 4 18.pdf
5576K
Claire Lewandowski <claire.lewandowski@eaglecounty.us>Tue, Aug 18, 2020 at 1:45 PM
To: Carla Ostberg <carla.ostberg@gmail.com>
Cc: josh rupert <blacktimberjosh@gmail.com>, Tyler Finn <tyfinn@hotmail.com>
Hi Carla,
Thank you for reaching out. I am fine with those changes and you can simply document them on the final cert and record drawing. I am familiar with pure core and I
believe I may have had this conversation with someone a few years ago, so you are not alone there. The revised regulations state, "Other methods of encasement
that provide equal protection are allowed. These methods must be reviewed and approved by the ECPHA." I think that you could make a case in your design
(future, since it doesn't sound like it is needed in this case) for review to use pure core in lieu of incasement.
Let me know if you have any additional questions.
I hope all is well and you all are breathing okay with the smoke coming around!
[Quoted text hidden]
--
Claire Lewandowski, REHS
Environmental Health Specialist III
970-328-8755 (office)
970-328-8747 (direct)
environment@eaglecounty.us
www.eaglecounty.us
Environmental Health in person-hours are Monday, Tuesday and Wednesday, 8 a.m. to noon, or by appointment
CovidQuestions@eaglecounty.us | 970-328-9750
Support for You - Eagle River Valley | Roaring Fork Valley | 970-328-8888
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