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HomeMy WebLinkAbout15200 Cottonwood Pass Rd - 218933101002Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-019678-2020
Permit Type: OWTS Permit
Work Classification: New
Permit Status: Active
Issue Date: 9/21/2020 Expires: 1/19/2021
On-Site Wastewater
Treatement System
Project Address Parcel Number
15200 COTTONWOOD PASS RD, 218933101002
Owner Information Address
Caleb Bogan 5351 CR 100
Carbondale, CO 81623
Phone: (970) 319-2463
Cell:
Email: cboganconstruction@gmail.com
Inspections:
For Inspections Call: (970) 328-8755
and call the Design Engineer
Engineer Phone Email
High Country Engineering Inc., Michael Grzesiak (970) 945-8676 mikeg@hceng.com
Contractor License Number Phone Email
Holmes Excavation bill@holmesexcavation.co
m
(970) 963-2007
Permitted Construction / Details:
Install the OWTS exactly as depicted in the High Country Engineering, Inc design dated August 31, 2020, stamped
and signed by Michael G. Grzesiak, PE. The system is designed to serve the proposed 3 bedroom residence and a
possible two bedroom ADU for a total of 5 bedrooms.
The OWTS consists of a 1,500 gallon two-compartment Valley Precast septic tank with an effluent filter in the outlet
tee, followed by 840 square feet of soil treatment area via three shallow trenches each with 15 ARC 36 chambers, for
a total of 56 chambers. Install inspection ports on both ends of each trench.
Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior
to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections
necessary to certify the installation and assure the functionality of the system. 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
Claire Lewandowski
Date
September 21, 2020
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
Monday, September 21, 2020 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: Roaring Fork - 15200
COTTONWOOD PASS - 504167
Permit Number: OWTS-019678-2020
Inspection Date: 12/10/2020
Inspector: Lewandowski, Claire
Permit Type: OWTS Permit
Inspection Type: OWTS Final Inspection
Work Classification: NewOwner:Caleb Bogan Construction
Job Address:15200 COTTONWOOD PASS RD IVR Pin Number:191286
CO Project:<NONE>
Parcel Number:218933101002
Contractor:Phone: (970) 963-2007 / Cell: Holmes Excavation
Inspection Status: Approved
Inspection Notes
The above-referenced permit has been inspected and finalized.
The Onsite Wastewater Treatment System (OWTS) was designed and installed to serve the three bedroom residence and
two bedroom ADU for a total design capacity of five-bedrooms on the above property. Additional information about the
maintenance of 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 taproots, irrigation systems, and parking areas above the
soil treatment area can cause a 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.
Inspector Comments
Added Item: Septic Tank
Observed in complaince. 1500 gallon poly two compartment septic tank.
Added Item: Record Drawing
Record drawing received January 1, 2021, meets requirements. Pass.
Added Item: Record Photos
Received and approved.
Added Item: Site and Soil
In compliance.
Added Item: Final Certification Letter
Final Certification dated November 10, 2020, signed by Michael G. Grzesiak, PE of High Country
Engineering. Approved.
Monday, January 11, 2021
For more information visit: http://www.eaglecounty.us
Page 1 of 2
Added Item: General Plan
Changes made were approved by design engineer. Observed by EHS in compliance with ECPHA
OWTS regulations.
Added Item: Soil Treatment Area (STA)
Observed in compliance. Moved east of the original design, approved by engineer. No change in soil
type. Chambered trenches equivalent to 840 sq ft of soil treatment area.
Added Item: Identification of Systems Contractor
Installed by Eagle County Licensed OWTS Contractor Holmes Excavation.
Monday, January 11, 2021
For more information visit: http://www.eaglecounty.us
Page 2 of 2
BYNO.DATEPROJECT NO.REVISIONHIGH COUNTRY ENGINEERING, INC.
PHONE (970) 945-8676 - FAX (970) 945-2555
www.hceng.com
drawn by:
checked by:
date:
file:
1517 BLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601 COLORADO 811CALL BEFOREYOU DIGUtility NotificationCenter of Colorado2201030.00AS-BUILTCALEB BOGAN
EAGLE COUNTY, CO
15200 COTTONWOOD PASS ROAD
OWTS
AS-BUILT
MGG
MGG
11/11/20
OWTS_AS-BUILT ··················1 11/11/20 AS-BUILT DRAWING MGG
BYNO.DATEPROJECT NO.REVISIONHIGH COUNTRY ENGINEERING, INC.
PHONE (970) 945-8676 - FAX (970) 945-2555
www.hceng.com
drawn by:
checked by:
date:
file:
1517 BLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601 COLORADO 811CALL BEFOREYOU DIGUtility NotificationCenter of Colorado2201030.00OWTS-1CALEB BOGAN
EAGLE COUNTY, CO
15200 COTTONWOOD PASS ROAD
OWTS
SHEET 1
MGG
MGG
8/31/20
OWTS
1 8/31/20 ISSUED FOR PERMIT MGG··················
END CAPFRONT VIEWEND CAPSIDE VIEWEND CAPREAR/TOP VIEW© BYNO.DATEPROJECT NO.REVISIONHIGH COUNTRY ENGINEERING, INC.
PHONE (970) 945-8676 - FAX (970) 945-2555
www.hceng.com
drawn by:
checked by:
date:
file:
1517 BLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601 COLORADO 811CALL BEFOREYOU DIGUtility NotificationCenter of Colorado2201030.00OWTS-2CALEB BOGAN
EAGLE COUNTY, CO
15200 COTTONWOOD PASS ROAD
OWTS
SHEET 2
MGG
MGG
8/31/20
OWTS
1 8/31/20 ISSUED FOR PERMIT MGGNOTE: The minimum distances shown above must be maintained between the OWTS components and the features described. Where soil, geological or other conditions warrant, greater distancesmay be required by the local board of health or by the Water Quality Control Commission pursuant to section 25-8-206, C.R.S. and applicable regulations. For repair or upgrading of existing OWTSwhere the size of lot precludes adherence to these distances, a repaired OWTS shall not be closer to setback features than the existing OWTS, as reviewed and approved by the local public healthagency. Components that are not watertight should not extend into areas of the root system of nearby trees.1. Includes infiltration galleries permitted as wells by the Division of Water Resources.2. Crossings or encroachments may be permitted at the points as noted above provided that the water or wastewater conveyance pipe is encased for the minimum setback distance on eachside of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating of sufficient diameter to easily slide over and completely encase the conveyance. Rigid end caps of at leastSchedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. A hole of sufficient size to accommodate the pipe shall be drilled in the lowest section of therigid cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the end caps shall be sealed with an approved underground sealantcompatible with the piping used.3. Add eight feet additional distance for each 100 gallons per day of design flows between 1,000 and 2,000 gallons per day, unless it can be demonstrated by a professional engineer orgeologist by a hydrologic analysis or the use of a barrier, consisting of a minimum 30 mil PVC liner or equivalent, that contamination will be minimized. If effluent meets Treatment Level 3N and thelocal public health agency has a maintenance oversight program in accordance with section 14.D. of this regulation, the distance addition is not required. Flows equal to or greater than 2,000 gallonsper day must be hydrologically analyzed for flow, velocity, hydraulic head, and other pertinent characteristics as means of estimating distances required to minimize contamination as part of theDivision site application process.
1517 Blake avenue, suite 101
Glenwood Springs, CO 81601
970-945-8676 phone
970-945-2555 fax
www.hceng.com
An Employee-Owned Company
MEMORANDUM
To: Claire Lewandowski, Eagle County Environmental Health Department
From: Michael Grzesiak, PE
Date: November 10, 2020
Project: Bogan Residence – 15200 Cottonwood Pass Road
Subject: OWTS Construction Approval Letter, Permit No. OWTS-019678-2020
The proposed OWTS design at the Bogan Residence, 15200 Cottonwood Pass Road, Eagle County, has
been installed per the approved and permitted plans. The installation contractor was Holmes Excavation;
970-963-2007. Two site visits for system installation inspection were conducted on November 2, 2020,
and November 10, 2020.
Soil test pits were dug and tactile tests were performed August 31, 2020. The chambers were trenched
down to the tested soil elevation and installed on native material that was consistent with the tactile
evaluation.
Native soils were consistent through the chamber trenches as described within the geotechnical report.
The field is located in the general area of design and has proper separation between trenches. The field is
equal to the required 840 sf of chamber infiltration area per the design. Inspection ports were installed on
both ends of the chamber runs. The ports that were installed were brought to above grade as required.
The septic tank meets sizing requirements per the design. The tank lids have been raised to the proposed
grade elevation. The distribution box has been installed and lid has been raised to the proposed grade
elevation.
Please see attached photos of the installation. Please let me know if you have questions pertaining to this
acceptance letter submittal.
Thank you,
Michael G. Grzesiak, P.E.
High Country Engineering, Inc.
Enc.
-Installation pictures
-As-built drawing
Civil engineering Land surveying
1517 Blake avenue, suite 101
Glenwood Springs, CO 81601
970-945-8676 phone
970-945-2555 fax
www.hceng.com
Chambers in Trench
1517 Blake avenue, suite 101
Glenwood Springs, CO 81601
970-945-8676 phone
970-945-2555 fax
www.hceng.com
1517 Blake avenue, suite 101
Glenwood Springs, CO 81601
970-945-8676 phone
970-945-2555 fax
www.hceng.com
Tank Model
Tank Lids and Distribution Box Raised to Grade
BYNO.DATEPROJECT NO.REVISIONHIGH COUNTRY ENGINEERING, INC.
PHONE (970) 945-8676 - FAX (970) 945-2555
www.hceng.com
drawn by:
checked by:
date:
file:
1517 BLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601 COLORADO 811CALL BEFOREYOU DIGUtility NotificationCenter of Colorado2201030.00AS-BUILTCALEB BOGAN
EAGLE COUNTY, CO
15200 COTTONWOOD PASS ROAD
OWTS
AS-BUILT
MGG
MGG
11/11/20
OWTS_AS-BUILT ··················1 11/11/20 AS-BUILT DRAWING MGG