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HomeMy WebLinkAbout363 Hunters View Ln - 210924303005Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-022030-2021
Permit Type: OWTS Permit
Work Classification: New
Permit Status: Active
Issue Date: 8/2/2021 Expires: 11/30/2021
On-Site Wastewater
Treatement System
Project Address Parcel Number
359 HUNTERS VIEW, EAGLE AREA,210926103001
Owner Information Address
Hunters View JVCO Land, LLC PO Box 1609
Silverthorne, CO 80498
Phone: (970) 406-1785
Cell: (970) 443-9427
Email: adam@hvbldrs.com
Inspections:
For Inspections Call: (970)
328-8755
Engineer Phone Email
JVA, Inc, Kevin Tone (970) 225-9099 ktone@jvajva.com
Contractor License Number Phone Email
Beaumont Excavating bexinc@mail.com(970) 390-9393OWTSPL-000111-20
20
Permitted Construction / Details:
Install the new system exactly as depicted in the JVA Inc design dated, stamped and signed on July 26th, 2021 by
Kevin Tone, PE. This system was designed to accommodate the maximum daily flows for 3 single-family homes, lots
121, 122, and 123 in Hunters View, in the Frost Creek PUD with a maximum total of 12 bedrooms.
The OWTS consists of 3 sewer lines, one exiting each residence. The primary treatment for the system consists of
two Valley Precast 2,000 gallon, single compartment tanks in series with an effluent filter and alarm placed at the
outlet tee of the second tank. The primary treatment tanks are followed by a 2,000 gallon Valley Precast
three-compartment recirculating/dose tank which will send wastewater to an Advantex AX-100 pod for nitrification
using an Orenco PF500712 pump. Nitrified effluent flows to the splitter valve for recirculation to the first 2,000 gallon
tank for denitrification then is dosed using an Orenco PF501512 pump to an automatic distribution valve (ADV), set
level at the high point of the system and made accessible at grade. The ADV will alternate dosed effluent to 1,440
square feet of soil treatment area between two beds, each consisting of 4 rows of 15 Infiltrator Quick 4 Plus
Standard chambers for a total of 120 chambers. Maintain all elevations and setbacks.
NOTE: The contractor must verify that all electrical components and inspections are covered under the electrical
permit associated with the Orenco Vericom control panel and pump connections. The alarm must be connected to a
separate circuit. Additional pump details are on the design drawing. Advantex systems must conform to the CDPHE
technology approval letter dated May 1, 2018.
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 functionality of the system. Because reductions are taken in the size
of the STA, proof of an active operations and maintenance contract must be provided with final certification. 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 dwellings.
Monday, August 2, 2021 1
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 Sell
Date
August 02, 2021
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 PERMIT4.1.6(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, August 2, 2021 2
***************************************************************************
APPLICATION FOR ON-SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT
INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE $400.00
Fee includes the design review, permitting and maintenance of OWTS records
Make all checks payable to: Eagle County Treasurer
Property Owner: _______________________________________Phone: ________________________
Owner Mailing Address: ________________________________ email: _________________________
Professional Engineer: __________________________________ Phone: ________________________
Applicant / Contact Person: ______________________________Phone: ________________________
Licensed Systems Contractor Name / Company: ___________________________________________
Contractor Mailing Address: _________________________________ Contractor License #:_______
Contractor Phone Number: ________________________ email: ______________________________
OWTS Permit Application is for: ____ New Installation ____ Alteration ____ Repair
Tax Parcel Number: _________________________________ Lot Size: ________________________
Assessor’s Link: www.eaglecounty.us/patie/
Physical Address: _____________________________________________________________________
Legal Description: ____________________________________________________________________
Building Type: _____ Residential / Single Family
_____ Residential / Multi Family
_____ Commercial / Industrial
Number of Bedrooms: ______
Number of Bedrooms: ______
Type of Use: _______________
*As of 06/27/2014, all systems require design by a Registered Professional Engineer.
Type of Water Supply: ____ Private Well ____ Spring ____ Surface ____ Public
If Public, Name of Supplier: ____________________________________________________________
Applicant Signature: ______________________________________Date:_______________________
****************************************************************************
Office Use Only: OWTS PERMIT # __________________ BUILDING PERMIT # ____________________
Amount Paid: ___________ Receipt #: ___________ Check #: ___________ Date: ______________
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
P.O. Box 179
500 Broadway
Eagle, CO 81631
environment@eaglecounty.us
Hunters View JVCO Land, LLC 970.406.1785
POB 1609, Silverthorne,CO 80498 adam@hvbldrs.com
Kevin A. Tone- JVA, Inc 970.225.9099
Adam Ostmeyer 970.443.9427
Jeff Beaumont, Beaumont Excavation
970.390.9393 bexinc@gmail.com
4
2019 252 12001 Parent Parcel 2.667
367, 363, 359 Hunters View Lane
Lots 121, 122, & 123 at Hunters View at Frost Creek
4 12
4
Town of Eagle
7/27/2021
178 Alpine Ranch, Rd,
Gypsum, CO, 81637 000017
Note: There will be three
single-family homes with a
total of 12 bedrooms all
contributing to one OWTS that
is designed for 12 bedrooms.
July 26, 2021
Ms. Claire Lewandowski, REHS
Eagle County Environmental Health
590 Broadway
Eagle, CO 81631
RE: Frost Creek - Onsite Wastewater Treatment System Design – Hunters View Lots 121, 122,
& 123, Eagle County, CO
Dear Claire:
JVA Inc. (JVA) has prepared a design of an onsite wastewater treatment system (OWTS) to
serve Hunters View Lots 121, 122, & 123 within the Frost Creek PUD. JVA is the designated
engineer to process all OWTS permit applications within Frost Creek. JVA has prepared the
OWTS design to be in general conformance with OWTS requirements of the PUD.
The 2020 annual Water Quality Monitoring Report prepared by Wright Water Engineers
documents exceedances of the 85th percentile background concentrations during sampling events
in 2020. The report states the following ‘While the concentrations observed in 2020 were high
for Total Phosphorus and Total Suspended Solids in surface water, upon evaluation of the pattern
of concentrations of each water quality parameter for surface and groundwater at the Frost Creek
PUD, there are no evident increasing trends in the concentration of the sampled parameters that
were outside of the range of historical values. Therefore, all three components of the trigger
limits have not yet been met, and mitigation action is not yet required.’
Sincerely,
JVA, INCORPORATED
By: _______________________
Simon Farrell, P.E.
Project Manager, Associate
Attachment A - OWTS design – Hunters View Lots 121, 122, & 123
Attachment B - Visual and Tactile Soil Evaluation
Attachment C - Discharge pump calculations
WSWSOWTS GENERAL NOTES & SITE PLANC3.0 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
7/7/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.1319 Spruce Street
www.jvajva.com
Boulder, CO 80302 303.444.1951
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
LOTS 121 122 1231058.3e
JULY 2021
JNG
JNG
KAT
07/26/2021
FORCEMAIN PLAN & PROFILEC3.1 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
7/7/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.1319 Spruce Street
www.jvajva.com
Boulder, CO 80302 303.444.1951
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
LOTS 121 122 1231058.3e
JULY 2021
JNG
JNG
KAT
07/26/2021
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TREATMENT SYSTEM DETAILSCD3.0LOTS 121 122 123REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
7/7/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.1319 Spruce Street
www.jvajva.com
Boulder, CO 80302 303.444.1951
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
1058.3e
JULY 2021
JNG
JNG
KAT
07/26/2021
SOIL TREATMENT AREA DETAILSCD3.1LOTS 121 122 123REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
7/7/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.1319 Spruce Street
www.jvajva.com
Boulder, CO 80302 303.444.1951
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
1058.3e
JULY 2021
JNG
JNG
KAT
07/26/2021
October 5, 2020
Ms. Claire Lewandowski, REHS
Eagle County Environmental Health
590 Broadway
Eagle, CO 81631
RE: Hunter’s View Phase II OWTS 9 – Site and Soil Investigation Report for an Onsite
Wastewater Treatment System (OWTS)
JVA Job No. 1058.1e
Dear Claire:
Enclosed in this report are the results of the site and soil evaluation for OWTS 9 (Lots
121,122,123) proposed OWTS located in Frost Creek, Colorado. This report provides
information needed to support the design of an OWTS including: results from the preliminary
investigation, the site visit, and the soil evaluation. Design calculations are included in the
drawing Permit Set attached.
PRELIMINARY INVESTIGATION
In preparation for the site visit and soil evaluation, a preliminary investigation was conducted the
week of August 17th, 2020. Architectural site plans, aerial imagery, and previous Geotechnical
investigations were used for the preliminary investigation. Geotechnical investigations were
performed by HP Geotech in October 2002 across Frost Creek for OWTS suitability. Results from
the HP Geotech report showed that for the proposed location, Test Hole A had a topsoil from zero
to six inches deep, and a silt layer to eight feet deep. Test Hole B had a topsoil from zero to six
inches, and a silt gravel layer to eight feet deep. No groundwater was encountered.
SITE VISIT AND SOIL EVALUATION
A site visit and soil evaluation were conducted the week of August 24th, 2020. The purpose of the
site visit and soil evaluation was to confirm hypotheses from the preliminary investigation, identify
the topography, landscape position, vegetation, and site constraints for the proposed OWTS, and
to conduct a visual and tactile soil evaluation of the underlying soils where the proposed soil
treatment area (STA) is to be located for both suitability and sizing.
The topography of the site slopes from north to south. The dominant vegetation at the proposed
OWTS consists of native grasses. Site Constraints are shown in the Permit Documents. For the
visual and tactile soil evaluation, two soil profile holes were excavated using a tracked excavator
in the locations identified in the Permit Documents. As seen in Table 1 below, soil morphology
for Soil Profile Hole One from zero to two feet was Soil Type 3, and from two to eight feet deep
was Soil Type 2. Soil Profile Hole Two had Soil Type 3 from zero to two feet, and Soil Type 2
from two to eight feet deep. No redoximorphic features, indicating seasonally high ground water,
were found in either holes. Figures 1 through 4 below show the soil profile holes and
corresponding morphology. Therefore, Soil Type 2 was identified as the soil type.
Frost Creek Hunter’s View Phase II OWTS 9
Site and Soil Investigation
10/5/20
2 of 2
Table 1 – Visual and Tactile Soil Results
Profile
Hole
Depth
(ft.) Percent Rock Soil
Texture
Soil
Structure
Type
Soil
Structure
Grade
Soil
Type
1
0 – 2 5% retained on
20 mm sieve
10% retained
on 2 mm sieve
Silty Clay
Loam Blocky Moderate 3
2 – 8 5% retained
on 20 mm sieve
25% retained
on 2 mm sieve
Sandy
Loam Blocky Moderate 2
2
0 – 2 0% retained on
20 mm sieve
10% retained
on 2 mm sieve
Silty Clay
Loam Blocky Moderate 3
2 – 8 0% retained
on 20 mm sieve
5% retained
on 2 mm sieve
Sandy
Loam Blocky Moderate 2
Figure 1 – Profile Hole One Figure 2 – Profile Hole One Soil Morphology
Figure 3 – Profile Hole Two Figure 4 – Profile Hole Two Soil Morphology
Sincerely,
JVA, INCORPORATED
By: _______________________
James Cochran, P.E.
Project Engineer
Job Name: Hunters View OWTS 9
Job Number: 1058.3e
Date: 7/20/2021
By: JNG
Line Variable Description Value Unit Note
Lateral Distribution Piping
Nlaterals Number of Laterals being feed by one pump cycle = 4.0 -- 8 total laterals. ADV feeds 4 at once
Llateral Lateral Length = 63 ft
Orifice Spacing = 2.0 ft Manual Input
Norifices Number of Orifices per Lateral = 32 --
Orifice Discharge and Total Flow
Corifice Orifice Discharge Coefficient = 0.63 -- Sharp Edge
Dorifice Diameter of Orifice = 0.13 in 1/8'' diameter orifice
g Acceleration due to Gravity = 32.2 ft/s2
hn Residual Head at last Orifice = 3.50 ft Chosen value.
Qn Discharge from Single Orifice = 0.36 gpm
= 2.45Corfice·(Dorfice)2·(2ghn)0.5
Qlateral Flow into Each Lateral = 11.41 gpm = Qn x Norifice
Qtotal Total Flow into Soil Treatment Area = 45.6 gpm
= Qlateral x Nlaterals
Headloss in Lateral Distribution Piping (Hazen-Williams)
Clateral Hazen-Williams Coefficient = 150 -- For PVC
dLateral Lateral Inside Diameter = 1.59 in For 1.5'' SCH 40
hlateral Headloss due to Friction in Lateral = 0.58 ft = 10.5Llateral·(Qlateral/Clateral)1.85·(dlateral)-4.87
hf-lateral Actual Headloss due to Friction in Lateral = 0.194 ft
= 1/3 x hlateral (Accounting for Orifices)
Headloss in Manifold (Hazen-Williams)
Lmanifold Length of Manifold = 12 ft Same as the STA Max Width
dmanifold Manifold Inside Diameter = 1.59 in For 1.5'' SCH 40
Cmanifold Hazen-Williams Coefficient = 150 -- For PVC
hmanifold Headloss due to Friction in Manifold = 1.44 ft
= 10.5Lmanifold·(Qtotal/Cmanifold)1.85·(dmanifold)-4.87
hf-manifold Actual Headloss due to Friction in Manifold = 0.48 ft = 1/3 x hmanifold (Accounting for Orifices)
Headloss in Delivery Piping (Hazen-Williams)
Lpipe Length of Delivery Pipe = 466 ft From Dosing chamber to ADV, and ADV to manifold
dpipe Delivery Pipe Inside Diameter = 1.82 in For 2'' HDPE DR 9
Cpipe Hazen-Williams Coefficient = 150 -- For HDPE Pipe
hf-pipe Headloss due to Friction in Pipe = 29.69 ft
= 10.5Lpipe·(Qtotal/Cpipe)1.85·(dpipe)-4.87
Total Dynamic Head (Hazen-Williams)
hf-fittings Headloss due to Fittings = 2.88 ft One 90 deg bend to STA. Six 90 deg bends to laterals
Headloss through Automatic Distirbuting Valve = 15.00 ft
hs Static Head = 22.00 ft Max Elevation difference (typically in tank to ADV)
Residual Head = 5.00 ft squirt test height
TDH Total Dynamic Head = 78.74 ft
= hs + hf-fittings + hf-pipe + hf-manifold + hf-lateral + hn
Volume of pipes
Delivery Pipe (drainback to tank) = 63 gal = ((3.14/4)*(dpipe/12)2*(Lpipe))*7.48
STA Laterals = 26 gal
= ((3.14/4)*(dpipe/12)2*(Lpipe))*7.49
Total Volume = 89 gal
Duty Point
Flowrate =46 gpm
Total Dynamic Head =79 ft
HUNTERS VIEW OWTS 9 (Lots 121 122 123)
PUMP CALCULATIONS
OWTS 9 Pump Calculation - JNG - Pump Design Calculations Page 1 of 2
Job Name: Hunters View OWTS 9
Job Number: 1058.3e
Date: 7/20/2021
By: JNG
OWTS 9 Pump Calculation - JNG - Pump Design Calculations Page 2 of 2
INSPECTION WORKSHEET (INSP-516314-2022)
FOR EAGLE COUNTY GOVERNMENT
OWTS-022030-2021Case Number:Case Module:Permit Management
07/22/2022 ApprovedInspection Status:Inspection Date:
OWTS Final InspectionInspection Type:Inspector:
Job Address:Parcel Number:359 Hunters View
Eagle Area, CO
210926103001
Company Name NameContact Type
Applicant HV Builders, LLC Adam Ostmeyer
Contractor Beaumont Excavating Jeff Beaumont
Engineer JVA, Inc Kevin Tone
Owner Hunters View JVCO Land, LLC Hunters View JVCO Land, LLC
CommentsPassedChecklist Item
True Inspected 6/21/2022. The primary treatment for the system
consists of two Valley Precast 2,000 gallon, single compartment
tanks in series with an effluent filter and alarm placed at the outlet
tee of the second tank. The primary treatment tanks are followed
by a 2,000 gallon Valley Precast three-compartment
recirculating/dose tank which will send wastewater to an Advantex
AX-100 pod for nitrification using an Orenco PF500712 pump.
Nitrified effluent flows to the splitter valve for recirculation to the
first 2,000 gallon tank for denitrification then is dosed using an
Orenco PF501512 pump to an automatic distribution valve (ADV),
set level at the high point of the system and made accessible at
grade.
Septic Tank - Septic Tank
True Received 7/22/2022 from JVA.Record Drawing - Record Drawing
True Received 7/22/2022 from JVA.Record Photos - Record Photos
True Received 7/30/2021 from JVA.Site and Soil - Site & Soil
True Inspected 6/21/2022 - Advantex.Higher Level Treatment System - Higher Level
Treatment System (when applicable)
True Received 7/22/2022 from JVA.Final Certification Letter - Final Certification Letter
True Received 7/30/2021 from JVA.General Plan - General Plan
True Inspected 6/21/2022. 1,440 square feet of soil treatment area
between two beds, each consisting of 4 rows of 15 Infiltrator Quick
4 Plus Standard chambers for a total of 120 chambers.
Soil Treatment Area (STA) - Soil Treatment Area (STA)
True Beaumont Excavating was the licensed installer.Identification of Systems Contractor - Identification of
Systems Contractor
July 22, 2022 Page 1 of 1P.O. Box 179, 500 Broadway, Eagle, CO 81631-0179
July 22, 2022
Claire Lewandowski, Environmental Health Specialist III
Eagle County Environmental Health
500 Broadway Street
Eagle, CO 81631
RE: Onsite Wastewater Treatment System Final Certification – 367, 363, & 359 Hunters View
Lane, Lots 121, 122, & 123
Dear Claire:
The Onsite Wastewater Treatment System (OWTS) covered under Eagle County Permit No.
OWTS-022030-2021 was installed by Beaumont Excavating for 367, 363, & 359 Hunters View
Lane, and is ready for final certification from Eagle County Environmental Health. This letter
certifies that the construction of the OWTS was completed as per the approved design plan. The
final record drawings from JVA, and construction photographs are provided as attachments.
As part of the final approval process JVA observed that start-up was completed by the
manufacturer’s representative, and completed a site visit to check all system components. The
system is connected and can be monitored remotely as required in the PUD.
Sincerely,
JVA, INCORPORATED
By: ________________________
Simon Farrell, P.E.
Project Manager, Associate
Enclosure:
Attachment A – Record Drawings
Attachment B – Construction Photographs
Attachment C – O&M Initial Contract
CC: Julie Gustavson, JVA
ATTACHMENT A – RECORD DRAWINGS
WSWSWSWSOWTS GENERAL NOTES & SITE PLANC3.0 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
9/02/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301
www.jvajva.com
970.404.3100
Glenwood Springs, CO Zip 81601
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
10/20/21RMMRMMREVISED DRIVEWAY CULVERT ELEVATIONS1LOTS 121 122 1231058.3e
JULY 2021
JNG
JNG
KAT
FORCEMAIN PLAN & PROFILEC3.1 REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
9/02/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301
www.jvajva.com
970.404.3100
Glenwood Springs, CO Zip 81601
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
10/20/21RMMRMMREVISED DRIVEWAY CULVERT ELEVATIONS1LOTS 121 122 1231058.3e
JULY 2021
JNG
JNG
KAT
CONFORMED TO CONSTRUCTION RECORD
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TREATMENT SYSTEM DETAILSCD3.0LOTS 121 122 123REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
9/02/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301
www.jvajva.com
970.404.3100
Glenwood Springs, CO Zip 81601
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
10/20/21RMMRMMREVISED DRIVEWAY CULVERT ELEVATIONS11058.3e
JULY 2021
JNG
JNG
KAT
CONFORMED TO CONSTRUCTION RECORD
SOIL TREATMENT AREA DETAILSCD3.1LOTS 121 122 123REVISION DESCRIPTIOND'WNDES'DDATENO.DESIGNED BY:
DRAWN BY:
CHECKED BY:
JOB #:
DATE:
© JVA, INC.HUNTERS VIEW LANEFROST CREEK, EAGLE COUNTY, COSHEET NO.
2476.15.2c
9/02/2021
JLS
QDH/RMM
QDH/RMM
JVA, Inc.JVA, Inc.817 Colorado Ave., Suite 301
www.jvajva.com
970.404.3100
Glenwood Springs, CO Zip 81601
Boulder ● Fort Collins ● Winter Park
Glenwood Springs ● Denver
10/20/21RMMRMMREVISED DRIVEWAY CULVERT ELEVATIONS11058.3e
JULY 2021
JNG
JNG
KAT
CONFORMED TO CONSTRUCTION RECORD
ATTACHMENT B – CONSTRUCTION PHOTOGRAPHS
Hunters View Lots 121 122 123 OWTS Photographs:
ATTACHMENT C – O&M INITIAL CONTRACT