HomeMy WebLinkAbout1.0 ApplicationSITE APPLICATION
SUNLIGHT VIEW WATER AND WASTEWATER COMPANY
WASTEWATER LIFT STATION
April 2015
Prepared by
SCHMUESER GORDON MEYER
E N G I N E E R S SURVEYORS
I 1 8 WEST SIXTH STREET, SUITE 200
GLENWOOD SPRINGS, CO 8 160 I
970.945. 1004
970.945.5948 FAX
•
SGM
Mau 29, 2015
Tamra Allen,
Garfield County
108 8th St #401
Glenwood Springs, CO 81601
Re: Sunlight View Water and Wastewater Company Lift Station Site Application
Dear Tamara Allen,
SGM is submitting the attached site application to Garfield County on behalf of the Sunlight View
Water and Wastewater Company (SVWWC). The purpose of the attached site application is to
describe the installation of a new wastewater lift station which will replace the existing Sunlight
View WWTF. Therefore, SVWWC will no longer treat wastewater onsite, but simply convey it to
Glenwood Springs' Regional Wastewater Treatment Facility. Per CDPHE requirements, the
attached documents require review and approval by the County prior to submission to the State.
To complete this requirement, SGM requests that a County representative fill out and return page
4 of the attached application form (Appendix A). An additional signature page can be provided if
needed.
If you have any questions or concerns regarding this application please contact me at (970) 945-
1004 at your earliest convenience.
Sincerely,
OSGM, INC.
Justin Kattnig, E.I.T.
Design Engineer
cc:
•
Chad Paulson, P.E., Project Engineer SGM
Dennis Levin, President, Sunlight View Water and Wastewater Company
John Reed, Representative, Sunlight View Water and Wastewater Company
118 West Sixth St, Suite 200 1 Glenwood Springs, CO 81601 1 970.945.1004
•
s
TE APPLICATION
SUNLIGHT VIEW WATER AND WASTEWATER COMPANY
WASTEWATER LIFT STATION
•
April 2015
Prepared by
SCHMUESER GORDON MEYER
ENGINEERS SURVEYORS
I 18 WEST SIXTH STREET, SUITE 200
GLENWOOD SPRINGS, CO 81601
970.945. 1004
970.945.5948 FAX
•
•
SITE APPLICATION
SUNLIGHT VIEW WATER AND WASTEWATER COMPANY
WASTEWATER LIFT STATION
•
REVIEWED BY
SGM Project # 94163
I:\1994\94163\H -WWTP LIFT STATION & FORCEMAIN\SITE APPLICATION\SA_SUNLIGHTLIFTSTATION.DOC
•
•
•
TABt F (1F CONTFNTS
1.0 Executive Summary
2.0 Project Background
2.1 Project Overview
2.2 Project Purpose
2.3 Description of Existing Facility
2.4 Project Description
3.0 Proposed Design
3.1 Service Area Features
3.1.1 Service Population
3.1.2 Flow Projections
3.2 Receiving Treatment Entity
3.3 Wastewater Lift Station and Forcemain
3.4 Lift Station Operation and Maintenance
3.5 Emergency Operations and Maintenance
4.0 Additional Information
4.1 Legal Control of Site
4.2 Financial System
4.3 Project Schedule
4.4 Site Location Posting Documentation
4.5 Conclusion
1-1
2-1
2-1
2-1
2-1
2-2
3-1
3-1
3-1
3-1
3-2
3-2
3-3
3-4
4-1
4-1
4-1
4-1
4-1
4-1
•
LIST OF APPENDICES
Appendix A
Site Application Form and Checklist
Appendix B
Maps
Appendix C
Lift Station Calculations
Appendix D
Acceptance Letter from Treatment Entity
Appendix E
Legal Control of Site
Appendix F
Sign Posting Documentation
•
•
Sunlight View Water and Wastewater Cornpany Wastewater Lift Station April 2015
1.0 giammary
Sunlight View Water and Wastewater Company (SVWWC) is submitting this site application
for construction of a lift station which will replace the Sunlight View Wastewater Treatment
Facility (SVWWTF). This report is submitted pursuant to Site Location and Design Approval
Regulations for Domestic Wastewater Treatment Works, Regulation No:. 22, more
specifically Regulation 22.7 dealing with lift stations. This report will provide CDPHE with
design information for the lift station and demonstrate the lift station's conformance to
criteria established by the regulation.
1-1
•
Sunlight View Water and Wastewater Coripany Wastewater Lift Station April 201F
2.0 Project Background
2.1 Project Overview
See Appendix A for Site Application form with appropriate signatures.
2.2 Project Purpose
SVWWC is submitting this site application to describe the installation of a new wastewater
lift station which will replace the Sunlight View WWTF. The proposed lift station will tie
Sunlight View's collection system into an unused, existing force -main that is connected to
the Glenwood Springs collection system. This report will provide applicant contact
information, site maps, service areas and population information, treatment plant entity and
their acceptance, legal control of the site, O&M and financial information, emergency
operations plan, implementation schedule, and official site location posting documentation.
2.3 Description of Existing Facility
SVWWC's existing wastewater treatment facility is an extended aeration activated sludge
plant which contains the following process components:
• Influent Screen
• Extended Aeration Basin
• Secondary Clarification
• Effluent Flow Measurement
• Percolation/polishing ponds
Constructed in 1976, the SVWWTF contains outdated process equipment and is reaching
the end of its expected service life, making it difficult for SVWWC to meet updated CDPHE
effluent regulations.
Design criteria for the existing Sunlight View WWTF are summarized in Table 2-1. Review
of historical operating data suggests little to no change in expected hydraulic and organic
loading rates.
Table 2-1 Sunlight View Wastewater Treatment Facility Design Criteria
Parameter
Unit Value
Min. Hydraulic Loading
Max. Hydraulic Loading
Max. Organic Loading
Max. Organic Concentration, Biological Oxygen
Demand'
Max. Peak Hourly Hydraulic Loading
Max. Peak Hourly Organic Loading
BOD Reduction at Max. Daily Loading (MDL)
Clarifier Surface Loading (MDL)
Polishing Pond Volume, Both #1 and #2
gpd 2,000
gpd 25,000
lbs/day 50
mg/L 240
gpd 105,600
lbs/day 120
ok 90
gph/sf 135
gal 8,000
1. Based on grab samples from previous sampling studies.
2-1
•
•
Sunlight View Water and Wastewater Company Wastewater Lift Station April 201
2.4 Project Description
In order to address potential treatment issues, SVWWC has elected to connect and convey
its raw sewage to the City of Glenwood Springs for treatment at the Regional Wastewater
Treatment Facility. SVWWC's connection will be facilitated with the installation of new
gravity line, a manhole lift station, and new forcemain. The proposed conveyance system
will transfer untreated effluent to an existing 3" forcemain which is connected to the City of
Glenwood Springs main collection system.
2-2
•
Sunlight View Water and Wastewater Company Wastewater Lift Station April 201
3.0 Proposed Design
3.1 Service Area Features
3.1.1 Service Population
The proposed wastewater lift station will serve two existing subdivisions known as Sunlight
View I and II. Together these two subdivisions contain 63 developed lots which consist of
residential housing. Expected future development for these subdivisions will be limited to a
total of 25 additional residencies, which is the number of undeveloped lots annexed into the
City of Glenwood Springs.
In addition to serving the Sunlight View subdivisions, Sunlight View has agreed to provide
enough storage to accommodate 62 additional lots for future development in the
surrounding area. The existing 3" HDPE force main is owned by SpringRidge Reserve PUD
and is currently unused. It was originally installed to allow existing lots with septic to convert
to sewer. As significant use of this line is not expected within the next 20 years, pumps will
be sized for later expansion.
Sizing of lift station storage, pump capacity, and other aspects will be based on projected
build -out flows and historical loadings, which are summarized in Section 3.1.2.
3.1.2 Flow Projections
Review of historical metering data suggests a maximum average hydraulic loading rate of
70 GPD/EQR. This value was used to estimate current and future flows, which are
summarized below in Table 3-1 and Table 3-2. Max monthly, peak daily, and peak hourly
flows were estimated using assumed loading factors. Build -out of the service area is
expected to occur over the next 20 years (with similar loading characteristics).
Table 3-1 Assumed Hydraulic and Organic Loading Rates for Approved Development
Parameter Unit Value
Current Daily Average Flow' gpd 15,435
Current Organic Loading lbs/day 30.9
Current Number of Developed Lots, Both Subdivisions lots 63
Future Number of Lots to Be Developed, Both Subdivisions lots 22
Future Daily Average Flow' gpd 21,560
Future Organic Loading lbs/day 48.5
Future Max Monthly FIow2 gpd 26,031
Future Peak Daily FIow3 gpd 31,238
Future Peak Hourly FIow4 gpd 83,300
Future Peak Hourly FIow4 gpm 60
Notes:
1. Determined using the following assumptions: 3.5 EQRs/lot, 70gpd/EQR @ 270
mg/I BOD
2. Max monthly peaking factor of 1.25
3. Peak daily peaking factor of 1.5
4. Peak hourly peaking factor of 4.0
3-1
•
Sunlight View Water and Wastewater Company Wastewater Lift Station April 2015
Table 3-2 Assumed Hydraulic and Organic Loading Rates for Potential Development'
Total Lots for Design
Design Average Organic Loading Rate
Design Average Daily FIow2
Design Peak Hourly FIow3
lots
Lbs/day
gpm
gpm
150
82.8
25.5
102.1
Notes:
1. Includes potential development outside of the Sunlight View subdivisions.
2. Determined using the following assumptions: 3.5 EQRs/lot, 70gpd/EQR @ 270
mg/1 BOD
3. Peak hourly peaking factor of 4.0
3.2 Receiving Treatment Entity
The proposed wastewater lift station will tie into an existing 3" force -main which feeds
Glenwood Springs' collection system. Signatures and an acceptance letter from the City of
Glenwood Springs can be found in Appendix A and Appendix D respectively.
3.3 Wastewater Lift Station and Forcemain
The proposed wastewater lift station will consist of a submersed duplex grinder pump
system located in a 17 -foot tall, 8 -foot diameter concrete manhole. An additional 14 -foot tall,
8 -foot diameter manhole will be located directly upstream of the pumping manhole to
provide additional storage.
Proposed submersible grinder pumps are manufactured by Barnes and will operate on 240 -
volt, single phase power. Under design conditions each Barnes pump will output 87 gpm of
flow while grinding solids. Individual 2" pump discharge lines will contain check valves and
isolation ball valves for backflow prevention and maintenance isolation. The combined
discharge line will be a 2,635 foot long segment of 3" HDPE pipe (60 ft proposed and 2,575
ft existing) which discharges to a 10" gravity sewer main.
Wet well storage and pumping set points were selected to minimize wastewater detention
time and to minimize potential odors. Following CDPHE guidance, a maximum detention
time of 1 hour was used to specify operational storage volume, resulting in 642 gallons of
storage at average daily flow. This corresponds to 18" of storage in the proposed 8 -foot
manhole, yielding 53 minutes of fill time in-between pump runs. At a peak hourly design flow
of 102 gpm, both pumps would be in operation after a period of time, but alarm levels would
not be reached (see Appendix C for additional information). If pumping capacity is found to
be inadequate past build -out of Sunlight View I and II, Barnes pumps with larger impellers
could be installed at a later date, providing up to 100 gpm of flow capacity per pump.
Operation of the duplex pump system will be controlled by a Stealth control panel and a
corresponding 4 -float system. Use of a 4 -float system allows for the following operational
levels:
• Level 1: All pumps will turn off when this minimum operational level is reached. This
provides protection against dry runs and pump overheating — 10 inches above the
manhole floor based on manufacturer recommendations
3-2
Sunlight View Water and Wastewater Company Wastewater Lift Station April 2015
• 3.4
•
• Level 2: Pump #1 will turn on once the bottom of the first operational range is met,
preventing excessive detention times at normal operating flows. Pump #1 will
operate until the water surface drops below level 1. — 18 inches above level 1 to
provide a maximum detention time of 1 hour
• Level 3: Pump #2 will turn on once the bottom of the second operational range is
reached. Both pumps will operate until the water surface elevation drops below level
1. — 11 inches above level 2.
• Level 4: Activation of the level 4 float indicates a pump failure or other significant
problem. At this level an alarm sensor will be triggered which activates a strobe,
initiates a speaker, and dials the operator in responsible charge. — 12 inches above
level 3.
In addition to automated control, the control panel allows for manual starting and stopping of
pumps, which can be used for maintenance operations. During automated operations the
panel will alternate pumps between primary and secondary operating status, evenly
distributing wear. The panel will be installed next to the lift station on an external support in a
NEMA 4X fiberglass enclosure.
The lift station will be vented with a screened 4 inch vent stack. Odor should not be an
issue, but should an issue arise past construction, the vent can be modified to accept a
carbon activated control product, such as the Sweetvent by Calgon Carbon Corporation.
A totalizing magnetic flow meter will be placed on the combined effluent line in a separate
vault. This will allow reading and recording of flow.
Lift Station Operation and Maintenance
Periodic maintenance will be performed by the contract operator Eric Hale, who has the
following certifications:
• Class 1 Distribution: 2809
• Class B Water: 23402
• Class C Wastewater: 4429
Mr. Hale's responsibilities will include weekly lift station inspections, totalized meter
readings, and emergency correspondence. Weekly inspections will involve testing the
electrical system and checking the wet wells for heavy solids/grit build-up. If solids removal
is required Mr. Hale will contract a vacuum truck for removal and disposal. In the event of an
emergency or electrical malfunction Mr. Hale will contract a pump truck to bypass the lift
station. This can be achieved by directly pumping from the wet -well to a cleanout connection
in Four Mile Road. Any high level event will be reported to Mr. Hale's cell phone using an
auto -dialer attached to the high level float.
In the event that one or both of the lift station's pumps needs removed or replaced, lift
station access will be granted by means of a 48x30" hatch. Removal of pumps or valves will
not require entry into the wet well as the pumps and outlet piping will be attached to a
discharge slide rail. This allows the operator to pull out pumps and piping with supplied
lifting cables. Positive ventilation will be mandated in the instance that the operator is
required to enter the wet well.
3-3
Sunlight View Water and Wastewater Company Wastewater Lift Station April 201
410 3.5 Emergency Operations and Maintenance
CDPHE Design Criteria requires provisions be made for emergency storage of raw
wastewater in the event of an extended power outage. Since a gas generator is being
supplied at this lift station, it is not expected that a power outage would last more than one
hour. An hour of design average daily flow (25.5 gpm) corresponds to 1,531 gallons, which
corresponds to 4.07 feet in a eight -foot diameter manhole. The proposed design provides
5,640 gallons of storage, yielding 3.7 hours of emergency storage at design conditions (see
Appendix C for more information). Putting this into context, emergency storage is only
needed in the following situations, which are highly unlikely to occur:
•
•
1. Both the electric power and generator fail or
2. Both pumps fail
An auto -dialer will contact the operator in the event of a high level alarm, signifying a pump
or electrical failure. As mentioned above, removal of the wet well from service can be
accomplished by pumping between either wet -well and a clean-out connection on the 3"
HDPE line under Four Mile Road.
3-4
•
Sunlight View Water and Wastewater Coripany Wastewater Lift Station April 2015
4.0 Additional Information
4.1 Legal Control of Site
Sunlight View Water and Wastewater Company has legal right to use the property through
utility easements. See Appendix E for information.
4.2 Financial System
The proposed lift station is replacing the existing wastewater treatment plant, which is
currently funded by user fees. Construction and future maintenance costs for the lift station
will be funded through this existing financial system (note that long-term maintenance costs
for the proposed lift station are significantly lower than the existing facility).
4.3 Project Schedule
Construction of the SVWWC lift station is scheduled to begin during the summer or fall of
2015. Construction should take less than two months to complete.
4.4 Site Location Posting Documentation
A notification sign was posted on the construction site on April 13th, 2015. See Appendix F
for a photo showing the posting for the proposed lift station.
4.5 Conclusion
SVWWC's existing wastewater treatment facility is reaching the end of its practical service
life and is unable to meet updated CDPHE discharge requirements. In order to address
these concerns, SVWWC has elected to send its raw sewage to the City of Glenwood
Springs to be treated at the Regional Wastewater Treatment Facility. This will be completed
by pumping into the nearest collection line, which is an unused 3" force main under Four -
Mile Road. The intent of this engineering report is to demonstrate the necessity and capacity
of the proposed lift station, while meeting applicable site application and design approval
requirements established by CDPHE.
4-1
•
•
•
Sunlight View Water and Wastewater Company Wastewater Lift Station April 2015
Appendix A
Site Application Forrn and Checklist
Appendix A
1 Water Quality Control Division 4300 Cherry Creek Drive South, B2
'' Denver, Colorado 80246-1530
..8,6..;... Engineering Section CDPHE.WQEngReview@state.co.us
Colorado Department 303-692-6298
of Public Health
and Environment
Regulation 22 Application Form
Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations
A. Project and System Information
System Name
Sunlight View Wastewater Treatment Facility
Project Title
Sunlight View Lift Station
County
Garfield
Date Fee Pad or payment
attached
March 7th, 2013
Invoice Number and Check
Number
Invoice #: 220663
Check #: 18897
Design Company Name
SGM
Design Engineer
Chad Paulson
CO License Number
33326
118 West Sixth Street, Suite 200
Address
Glenwood Springs, Colorado 81601
Email
ChadP@sgm-inc.com
Phone
(970) 945-1004
Fax
(970) 945-5948
Applicant / Entity
Sunlight View Water and Wastewater
Company
Representative Name/Title
Dennis Levin/President
PO Box 1943
Address
Glenwood Springs, Colorado 81602
Email
levind @ ieee.org
Phone
(970) 947-9944
Fax
B. Project Information
Location (existing or proposed site)
Proposed Project Capacity
Brief location description
Four Mile Road
Maximum Month Average
Hydraulic Capacity in million
gallons per day (MGD)
0.037 MGD
Legal Description
(e.g., Township, Range)
SW 1/4, SE 1/4 Section 34, T
S6, R 89W
Peak Hour Hydraulic Capacity in
million day (MGD)
0.147 MGD
County
Garfield
gallons per
Latitude
39deg 28'50"
Organic Capacity (lbs. BODS/day) —
54 lbs. BOD5/day
Longitude
107deg 18'55"
Treatment Facility Only
FundingWill
Process
a State or Federal grant or loan be sought to
finance any portion of the project (e.g., State
Revolving Fund)?
No
►1
Yes
❑
If yes, please list
project number
Project Schedule and Cost Estimate
Estimated Bid Opening Date
Estimated Completion Date
Estimated Project Cost
$327,200.00
Revised October 2012 Section 22.7: Application Form Page 1 of 6
!'•w of A ()4;',
' •
�� Water Quality Control Division 4300 Cherry Creek Drive South, B2
Denver, Colorado 80246-1530
-...1.a 7..,:., Engineering Section CDPHE.WQEnciReview(c�state.co.us
Colorado Department 303-692-6298
of Public Health
and Environment
Regulation 22 Application Form
Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations
A. Project and System Information
System Name
Sunlight View Wastewater Treatment Facility
Project Title
Sunlight View Lift Station
County
Garfield
Date Fee Paid or payment
attached
March 7th, 2013
Invoice Number and Check
Number
Invoice #: 220663
Check #: 18897
Design Company Name
SGM
Design Engineer
Chad Paulson
CO License Number
33326
118 West Sixth Street, Suite 200
Address
Glenwood Springs, Colorado 81601
Email
ChadP@sgm-inc.com
Phone
(970) 945-1004
Fax
(970) 945-5948
Applicant / Entity
Sunlight View Water and Wastewater
Company
Representative Name/Title
Dennis Levin/President
PO Box 1943
Address
Glenwood Springs, Colorado 81602
Email
levind@ieee.org
Phone
(970) 947-9944
Fax
,
B. Project Information
Location existing or proposed site)
Proposed Project Cap. ity
Brief location description
Four Mile Road
Maximum Month Average
Hydraulic Capacity in million
gallons per day (MGD)
0.' ' ,, D .03V
Legal Description
(e.g., Township, Range)
SW 1/4, SE 1/4 Section 34, T
S6, R 89W
Peak Hour Hydraulic Capacity in
million day (MGD)
0.0 %MGD cI Lig-
County
Garfield
gallons per
Latitude
39deg 28'50"
Organic Capacity (lbs. BOD5/day) -
5 ... BODS/day
Longitude
107deg 18'55"
Treatment Facilit Only
Funding
Process
Will a State or Federal grant or loan be sought to
finance any portion of the project (e.g., State
Revolving Fund)?
No
/1
Yes
❑
If yes, please list
project number
Project Schedule and Cost Estimate
_
Estimated Bid Opening Date
Estimated Completion Date
Estimated Project Cost
$327,200.00
Revised October 2012 Section 22.7: Application Form Page 1 of 6
Colorado Department of Public Health and Environment Regulation 22 — Domestic Wastewater
Water Quality Control Division Step 2: Application Form
4300 Cherry Creek Drive South, B2 Section 22.7: Interceptor Sewers Not Eligible
' Denver, Colorado 80246-1530 for Certification and Lift Stations
CDPHE.WQEngReview@state.co.us
303-692-6298
Regulation 22 Application Form
Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations
Project and System Information
Project Title
Sunlight View Wastewater Treatment Facility
System Name
Sunlight View Lift Station
County
Garfield
Interceptor/Lift Station Design Information
1.
a) Name and address of wastewater treatment facility providing treatment (Receiving wastewater facility must fill out
"Receiving Wastewater Entity Certification" )
City of Glenwood Springs Regional Wastewater Treatment Facility
Site Information
2.
Vicinity maps of facility location which includes the following:
a) 1 mile radius map: habitable buildings, location of public and private potable water wells, an approximate indication of the
topography, and neighboring land uses
Please refer to Exhibit A: Sunlight View 1 Mile Radius Map
3.
Site Location Zoning
a) Present zoning of the site location?
Rural (Garfield CO, Zoning Map)
b) Zoning within a one (1) mile radius of the site? For New Lift Stations Only.
Rural (Garfield CO, Zoning Map)
4•
Floodplain or Natural Hazards
a) Is the facility located in a 100-year floodplain or other natural hazard area? If so, what precautions are being taken?
No.The lift station will be located in an area of minimal flooding (FEMA Zone C designation). Please refer to
Exhibit B: Sunlight View Flood Insurance Rate Map.
b) Has the floodplain been designated by the Colorado Water Conservation Board, Department of Natural Resources or other
agency? If so, please list agency name and the designation.
Yes. FEMA
5.
Land Ownership
a) Who owns the land upon which the facility will be constructed? Please attach copies of the document(s) creating authority
for the applicant to construct the proposed facility at this site.
William M. Zilm
See attached easement agreement
Lift Station Facility Only
6.
Please describe the period during which service area build-out will occur.
It is expected that build-out of the service area will occur after ten years of operation.
7•
Please describe the flows expected in the first five years and ten years of operation.
Average Daily Flow = 0.015 MGD (5 years) 0.019 MGD (10 years)
8•
Will the proposed lift station replace an existing lift station?
Yes ■ No 0
If Yes, please describe the current flows and loadings that will be switched to the proposed lift station.
Revised October 2012 Section 22.7: Application Form Page 2 of 6
II
II
6
9.
Describe emergency back-up system in case of lift station and/or power failure.
A generator will provide emergency back-up power.
Project Information
10.
a) What entity is financially responsible for the construction of the facility?
Sunlight View Water and Wastewater Company
11.
a) What entity has the financially responsibility for owning and long term operating expense of the proposed facility?
Sunlight View Water and Wastewater Company
12.
a) What entity has the responsibility for managing and operating the proposed facility after construction?
Sunlight View Water and Wastewater Company
Additional Factors
13.
Please identify any additional factors that might help the Water Quality Control Division make an informed decision on your
site location application.
Revised October 2012 Section 22.7: Application Form Page 3 of
off..oro
�. .
Q, �,,,�
90�...
° Water Quality Control Division 4300 Cherry Creek Drive South, B2
1G;dj'
,�5 Denver, Colorado 80246-1530
1i31b Engineering Section CDPHE.WQEngReviewAstate.co.us
Colorado Department 303-692-6298
of Public Health
and Environment
Applicant Certification and Review Agencies Recommendation
Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations
A. Project and System Information
System Name
Sunlight View Wastewater Treatment Facility
Project Title
Sunlight View Lift Station
County
Garfield
1. Applicant Certification
I certify that I am familiar with the requirement of Regulation 22 - Site Location and Design Approval Regulations for Domestic
Wastewater Treatment Works, and have posted the site in accordance with the Regulations. An engineering report, as described
by the regulations, has been prepared and is enclosed.
Applicant Legal
Representative (e.g. Public
Works Director)
Date
Typed Name
Signature
President
3UpC--
2`12013
Dennis Levin .—�
��-- i� 1,J/�//
--- —
`�\�
_-- i
The system legal representative is the legally esponsible agent and decision-making authority (e.g. mayor, president of a board, public works
director, owner). The Consulting Engineer is not the legal representative and cannot sign this form.
2. Recommendation of Review Agencies
As required in Section 22.7(2 and 3), the application and the engineering report must be submitted to all appropriate local governments,
208 planning agencies and State agencies for review and comment prior to submittal to the Division. By signing below, the entity or
agency: 1) acknowledges receipt of the proposed site location application, 2) has reviewed the proposed site location application and
may elect to provide comments, and 3) has provided a recommendation to the Division. The recommendation should be based on the
consistency of the proposed site location application with the local comprehensive plan(s) as they relate to water quality and any
adopted water quality management plans(s). Please note: If a govemmental authority does not recommend approval then the authority
must attached a letter describing the reason for their decision or comment on the next page.
Signature of County, if proposed
facility is located in unincorporated areas of a county
Role
Date
Typed Name / Agency
Signature
Recommend Approval? Yes • No •
Signature of City or Town,
if site is located
within three miles of the City/Town
boundary
Role
Date
Typed Name / Agency
S' nature
6/17/2013Jeff
Hecksel, City Manager
Springs
�r/,r / e ---c 4 /
City of Glenwood
Recommend A royal? Yes ■ No •
Signature of Local Health Authority
Role
Date
Typed Name / Agency
Signature
Recommend Approval? Yes ■ No ■
Signature of 208 Planning Agency
Role
Date
Typed Name / Agency
Signature
Recommend Approval?
Yes
■
No
■
Revised October 2012 Section 22.7: Application Form Page 4 of 6
Signature of Other State or Federal Agencies, if facility is located on or adjacent to a site that is owned or managed by a
federal or state agency.
Role
Date
Typed Name / Agency
Signature
Recommend Approval? Yes • No •
6
Review Agency Comments:
Revised October 2012 Section 22.7: Application Form Page 5 of
Aw pf; C9 0
yi -' O. Water Quality Control Division 4300 Cherry Creek Drive South, B2
�' cooDenver, Colorado 80246-1530
41.6 Engineering Section CDPHE.WQEngReviewnAstate.co.us
Colorado Department 303-692-6298
of Public Health
and Environment
Wastewater Receiving Entity Certification
Section 22.7 of Regulation 22: Interceptor Sewers Not Eligible for Certification and Lift Stations
Project and System Information
System Name
Sunlight View Wastewater Treatment Facility
Project Title
Sunlight View Lift Station
County
Garfield
Receiving Wastewater Entity — Certification of Available Treatment Capacity
Receiving wastewater treatment entity information
Receiving wastewater treatment entity and facility
City of Glenwood Springs Regional Wastewater Treatment Facility
County
Garfield
CDPS discharge permit number and expiration date
C00048852-9/30/16
CDPS discharge permit capacity
1.94 MGD
Site location approval number and date (please attach
a copy of approval letter)
5052 - 5/19/09
Site location approved capacity
1.94 MGD
Proposed facility capacity impacts on receiving wastewater treatment facility (projected at buildout or 20 -years)
Proposed project hydraulic capacity: maximum month average
0.027 million gallons per day
Proposed project hydraulic capacity: peak hour
0.086 million gallons per day
Proposed project organic capacity: maximum month average
61.6 lbs BOD5/day
Proposed project will increase the receiving treatment facility's
hydraulic loading capacity to (% of total capacity):
1.15%
Proposed project will increase the receiving treatment facility's
organic loading capacity to (% of total capacity):
1.13%
Treatment Certification (22.7 (1)(f) (i))
I certify that the receiving wastewater treatment facility will treat the wastewater from the proposed wastewater facility project.
Yes, will provide treatment
0
No, will not provide treatment
■
Capacity Certification (22.7 (1)(f) (ii))
I certify that the receiving wastewater treatment facility is not presently receiving wastes (hydraulic and organic
loads) in excess of the above listed site location approval and discharge permit to treat the projected discharge
from the new interceptor sewer or from the new or expanded lift station, as listed above (initial in box).
OR
I certify that the receiving wastewater treatment facility does not currently have the capacity to serve the
proposed project flows but is under construction, or will be in a phased construction of new or expanded facilities
and will have the necessary capacity to treat the projected discharge from the new interceptor sewer or from the
new or expanded lift station, as listed above (initial in box).
Estimated date capacity will be available
Note: Projections of flow and loading to the treatment facility over the period during which build out of the service area will occur or twenty years,
whichever is less, as well as current and future plant capacity information must be provided to demonstrate the plan for maintaining adequate
treatment capacity. Any proposed treatment plant phased construction must be shown in the Water Quality Management Plan (reference,
attach), or by appropriate planning and engineering studies (reference, attach).
Compliance Status Certification (22.7 (1)(f) (iii))
I certify that the receiving wastewater treatment facility has not been in violation of any effluent limitations in its
discharge permit for the last two years (initial in box).
I certify that the receiving wastewater treatment facility Is not operating under a Notice of Violation and/or Cease
and Desist Order from the Division resulting from discharge permit violations (initial in box).
Note: If there have been effluent violations or if the receiving wastewater treatment facility is operating under a Notice of Violation and/or Cease and
Desist Order from the Division, please provide additional description of the situation and the treatment entity's proposed corredive measures
to achieve consistent compliance. The Division will evaluate information provided and determine if approval should be granted, granted with
conditions, or denied.
I hereby certify that the information presented above is accurate and complete.
Receiving Treatment
Facility Representative
Date
Typed Name and Title
Signature
6/17/13
Jeff Hecksel
City Manager
E -/t 7 C'&F/
Revised October 2012 Section 22.7: Application Form Page 6 of 6
•
•
Sunlight View Water and Wastewater Co npany Wastewater Lift Station April 2015
Appendix B
Maps
Firmette (FEMA) Map
1 -Mile Radius Map
Zoning Map
Lift Station Site Plan
Existing Site/Conditions
Appendix 13
V6✓I
6257' 't
/ 6267
1 6277
I dr 1
6304 '' t / 6287
6314 U 6294
4 6327 '�3
6333 %�
6334 .1f,"
/1
6344
6354 #_, X RM45
i
106368t
6375 )
639
6396 fir
5 /-
j
1 I
16 6400 \,
1.
`111 0
0
a
>
to
_J
F
a
0
4
6056 A rn
01l
3 3 34 .x,7`
6088Psa' \ZONE B
I 6068
ZONE C 6108 609 I 6086
ZONE A2 CteeY
6121)
6131f
G'7gJ ,1
<r'iN, 17 -
Co:\ )
Co1
t‘6172
6202 406182
\ G/92 ZONE
T. 6 S. 6206 V B
T 7C F9101 \
JOINS PANEL 1465
-.
0
0
Cf)
CD
Q
r
n)
0
r, N$
if ,i v
a
N e
v
5g° -o
O
0 0 3 0
p cs <
ct,•
n D
p vo Z
3° rn m
••.y co0. O~ A
w m
a a°a ?
v
0 0
Z a m
n N
AO _
IV
3 d Z
o..
(v.. N
�;
'�'i.
m
O
O
to
n D
m Z
3 n
m X
vl
to i
"I m
y
m
f�
m
..
m
r'
O
v
D
co
CO
Z
A
{
y
A
m
�,
Z
Z
0 r
m
g O
Co Z
cn _
.+ n
� �
� 0
2
w o w u T a
°D w c w•
n° 3 0°
o S p a w
o
w �y' CD�
0 °
3 -( o_ O9
a7,
!-ii
m' (D
- a
�' O
., F , d_
tii 0, o O 0
n
w O n
0o
m ° N N
< a0Q o . n
a - 3 !
1014g4-
1;kt,
•
•
Aspen Music School Wastewater Lift Station May 2012
Appendix C
Lift Station Calculations
Appendix C
•
•
•
Sunlight View Lift Station May 2015
A. Lift Station Calcuidtijaa
A.1 Design Flows and Loadings
As part of the line use agreement between Sunlight View Water and Wastewater company
and SpringsRidge Reserve PUD, Sunlight View has agreed to provide enough storage and
pump capacity to accommodate 62 additional Tots. Using a historically determined average
loading rate of 70 gpd/EQR, the following design flows can be determined:
Qcurrent = 63 lots • 3.5 E oRtS 70 gpd
EQR = 15,435 gpd = 10.7 gpm
EQRS gpd
Qfuture = 88 lots • 3.5 lot 70 EQR — 21,560 gpd = 15.0 gpm
Qdesign = 150 lots • 3.5 EQRS 70 gpd
ot EQR = 55,125 gpd = 25.5 gpm
l
(1)
(2)
(3)
Applying the peaking factors summarized in Table A-1 yields corresponding max monthly,
peak daily, and peak hourly flows:
Table A-1 Design Flows
Flow
Peaking
Factor'
Current Sunlight Future Sunlight
Flow Flow
(gpm) (gpm)
Average Daily
Max Monthly
Peak Daily
Peak Hourly
1.00
1.25
1.50
4.00
10.7
13.4
16.1
42.9
15.0
18.7
22.5
59.9
Design FIow2
(gpm)
25.5
31.9
38.3
102.1
1. Peaking Factors determined using historical flow data.
2. Includes potential flows from future taps on existing SpringRidge PUD Line
A-1
•
•
•
Sunlight View Lift Station May 2015
A.2 Velocity Based Pumping Requirements
Section 4.4.0 of CDPHE's Design Criteria for Domestic Wastewater Treatment Works
outlines the following velocity requirements for force -main:
• The minimum velocity in the force main piping shall be no less than 2 ft/s.
• Pumping equipment and controls will be arranged such that the force main can be
operated at a velocity no less than 3.5 ft/s on a periodic basis to re -suspend settled
solids and flush accumulated solids from the pipeline.
Existing force -main is 3" HDPE SDR -13.5, which has an internal diameter of 2.95".
Corresponding flows are calculated below:
rc 7 ( 2.95 in )2
Qmin = AVmin = D2vmin
4 = 4 \12 in/ft• 2.0 ft/s = 0.09cfs = 42.60 gpm (4)
rr_ 4 m 2.95 in )2
= 4 2Vmin \12 in/ft) • 3.5 ft/s = 0.47 cfs = 74.55 gpm (5)
Qomin AVomin = D
(Note that the proposed pump provides 87 gpm under normal conditions.)
A.3 Emergency Storage
The proposed lift station will have a backup generator to prevent loss of power over a
significant period of time (<1 hour). Therefore, emergency storage will be sized to contain at
least 3.5 hours of design daily average flow, which corresponds to 8.3 hours of current
average daily storage.
Vein = Ten Qpeak = 210min • 25.5 gpm = 5,359 gallons
For two 8' diameter manholes the required storage depth (hmax) is:
5359 ( 1 Vem = Vein
= 7.48) = 7.12 ft
h
max _ — 2Amh 2 • 0.257rD,2„h 0.50m • 82
(6)
(7)
Manholes will be placed in series with the first invert 14' below existing grade and the
second invert 17' below existing grade. With an 8' bury depth, this will allow for 6' of storage
in the first manhole and 9' of storage in the second manhole, which provides the following
storage before causing a backup event:
V = hmhlAmhl + hmh2Amh2 = (hmhl + hmh2)4 (D,2nh) = (6 + 9) (4 • 82) = 754.0 ft3 = 5,640 gal (8)
This provides the following hours of emergency storage initially and at build out:
6 Design
hcurrent =
V 5,640 gal
Qaverage 10.7 gpm
— 526.16 min. = 8.7 hr
(9)
A-2
Sunlight View Lift Station May 2015
•
hfuture =
Qaverage
V 5,640 gal
hdestgn =
15.0 gpm
= 376.68 min. = 6.3 hr
V 5,640 gal
Qaverage 25.5 gpm
(10)
— 220.99 min. = 3.7 hr (11)
A.4 Operational Storage and Set points
Section 4.2.1 of CDPHE's Design Criteria for Domestic Wastewater Treatment Works
requires a maximum detention time of one hour at average daily flow. For the proposed
configuration this corresponds to the following operable depth (without pump time):
1
h _ V _ ToQaverage — 60 min • 10.7 gpm (7'48)
— 1.71 ft
o A 4 rrDmh 4 rr82
(12)
To account for pump time an operational depth of 1.50 ft or 18" was selected. Other initial
operational set -points are summarized in Figure A-1 below.
•
High Level Alarm
Pump 2 On
Pump 1 On
Pumps Off
V
•
•
1'
Figure A-1 Design Set -Points
•
12"
11"
18"
10"
A-3
•
•
•
Sunlight View Lift Station May 2015
A.5 Lift Station Hydraulic Calculations and Pump Selection
The proposed force -main will tie into an existing 3" HDPE line which is currently unused,
resulting in the hydraulic system shown in Figure A-2. Additional information can be seen in
Table A-2.
Table A-2 Minor Loss Assumptions
Minor Loss
Fitting Number Coefficient/Equivalent
Length
90° Bend 1 0.30
45° Bend 4 0.60
Check Valve 1 22 ft
Gate Valve 6 2.34
Tee 1 1.80
Exit 1 1.00
Total
6.04, 22 ft
60 LF of 3" HDPE
(new)
6176.8 ft
6173.1 ft
6183.8 ft
AZ = —47.3 ft
1
10' Gravity Sewer
Figure A-2 Hydraulic System Diagram
6129.1 ft
2,575 LF of 3" HDPE
(Existing)
6 Design Calculations A-4
•
•
•
Sunlight View Lift Station May 2015
Using the assumptions listed in Table A-2 results in the following system curve:
( Q l2
TDH = hs +1k •`0.25 rcD21
2g + 4.72 D4.867 01.85 L Q1.8s = _47.5 + 39.87Q2 + 1,350.93Q1.85
(13)
Using the largest flow criteria from Section A.2 with Equation 13 yields the following design
point for a submersible grinding pump:
design = 74.55 gpm
1 2 1 1.85
THDdesign = —47.5 + 39.87 (74.55 gpm (7.48 ) I + 1,350.93 (74.55 gpm()� 14.60 / 7.48.60 ( )
= 2.60 ft
A 3HP Barnes SGV centrifugal grinder pump was selected based on the above point. The
operational curve for the specified pump can be seen below in Figure A-3, which also
contains a system curve (assumes an operational manhole depth of 23").
120
110
100
90
80
70
vd • 60
50
40
_30
20
10
0
0
10
6 Design Calculations
20
30
40
50
60
Flow (GPM)
70
80
Figure A-3 Pump and System Curves
90
100
110
120
A-5
• Intersection
System
Curve
SGV
— — — Barnes
\
\
\
•
\
•
•
•
•
•
•
•
•
/
\••
•
0
10
6 Design Calculations
20
30
40
50
60
Flow (GPM)
70
80
Figure A-3 Pump and System Curves
90
100
110
120
A-5
•
0
•
Sunlight View Lift Station May 2015
Numerically solving for the system intercept results in an operating effluent rate of 87.35
gpm. For the peak design flow this results in the following flow differential:
Qef fective = Qpeak — Qpump = 102.1 — 87.35 = 14.74 gpm
Over the period of an hour this results in the following level increase:
�h _ QeffectiveT _ 14.74. 60 min. (772-18) _ 1.18 ft,
A 0.25 • n • (8)2 2
which will not activate the high level alarm.
(15)
(16)
6 Design Calculations A-6
Aspen Music School Waste'vater Lift Station May 2012
r
•
•
Appendix D
Acceptance Letter from Treatment Entity
Appendix D
•
•
1
AGREEMENT TO PROVIDE BULK WASTEWATER TREATMENT SERVICE
SUNLIGHT VIEW WATER AND WASTEWATER COMPANY
THIS AGREEMENT TO PROVIDE BULK WASTEWATER TREATMENT SERVICE
is made and entered into this is" day of April, 2013, by and between the CITY OF
GLENWOOD SPRINGS, COLORADO, a municipal corporation (hereinafter the "City") and
SUNLIGHT VIEW WATER AND WASTEWATER COMPANY, a Colorado nonprofit
corporation ("Sunlight View");
WITNES SETH:
WHEREAS, Sunlight View provides water and wastewater service to residential property
located in the Four Mile Creek Basin in Garfield County along County Road 117 described on
Exhibit A attached hereto and incorporated herein by this reference (the "Sunlight View Service
Area"); and
WHEREAS, pursuant to its Articles of Incorporation and Bylaws, Sunlight View is
limited to eighty-eight (88) members, with each membership equaling an EQR (equivalent
residence) of water and wastewater service; and
WHEREAS, Sunlight View's wastewater collection system currently discharges in the
Four Mile Creek drainage and its wastewater treatment plant is in need of upgrades; and
WHEREAS, the City is in the process of constructing a new 1.95 million gallon per day
regional wastewater treatment plant pursuant to its 201 Wastewater Facility Plan which
considered serving and encompasses the Sunlight View Service Area; and
WHEREAS, rather than expend the funds necessary to upgrade Sunlight View's
wastewater treatment plant and to benefit the environment by consolidating wastewater
treatment, Sunlight View desires to connect to and obtain wastewater treatment service from the
City; and
WHEREAS, by Resolution 2011-17, the City adopted Bulk Service Outside Corporate
Limits Wastewater Rates to be a negotiated rate on a case-by-case basis and the City desires to
provide wastewater treatment services to Sunlight View; and
WHEREAS, the parties desire to enter into this Agreement to set forth the terms and
conditions of the City's provision of bulk wastewater treatment service to Sunlight View.
NOW THEREFORE, for and in consideration of the mutual promises and covenants
herein contained, the parties agree as follows:
1. Incorporation of Recitals. The aforementioned recitals are hereby fully
incorporated herein.
•
s
•
2. Service Provided. The City agrees to provide Sunlight View with bulk municipal
wastewater service for residential uses not to exceed eight -eight (88) EQR to the Sunlight View
Service Area described on Exhibit A pursuant to the terms and conditions contained herein.
3. Regulation of Use. The City will provide said wastewater service to Sunlight
View pursuant to the terms and conditions of this Agreement and subject to the waste discharge
regulations of the City of Glenwood Springs as are now in effect at §080-030-030 of the
Glenwood Springs Municipal Code, or as they may hereafter be amended.
4. Cost of Physical Connection/Ownership of Facilities. Paragraph 11 of that certain
Pre -Annexation Agreement between the City and Springridge at Glenwood Springs
Development Corporation ("Springridge") regarding Springridge II Annexation dated July 25,
2001 required the City to confuut the payment of cost recovery to Springridge to recoup costs
relating to the extension of the sewer main line that will be utilized by Sunlight View to connect
to the City's Wastewater Treatment System. Prior to connection to the City's Wastewater
Treatment System, Sunlight View shall provide the City evidence that Sunlight View and
Springridge have entered into a separate agreement regarding such cost recovery satisfying the
City's obligation under that paragraph 11 as it relates to Sunlight View's connection to the sewer
main line extension constructed by Springridge. The cost of extending any service lines and
installing appurtenant facilities to connect to the sewer main line will be borne by the Sunlight
View. Sunlight View will retain ownership and be responsible for the maintenance, repair and
replacement of all wastewater improvements and facilities up to the connection to the sewer
main line ("Sunlight View Facilities").
5. Existing System Improvement Fee. Sunlight View shall pay the System
Improvement Fee required by §080-060-040 of the Glenwood Springs Municipal Code for each
EQR connected to the City's Wastewater Treatment System. Sunlight View currently has sixty-
seven (67) EQRs developed in the Sunlight View Service Area which equates to $253,958.81
($3,790.43 X 67) in System Improvement Fees at the 2013 rate for active EQR in the Sunlight
View Service Area (the "Existing System Improvement Fee"). Sunlight View's obligation for
the Existing System Improvement Fee shall is due upon the physical connection to the City's
Wastewater Treatment System estimated to occur in the fall of 2013 and shall accrue interest at
the rate of three percent (3.0%) per annum until paid in full as set forth on the amortization
scheduled attached hereto as Exhibit B. The City agrees the Existing System Improvement Fee
may be payable through an annual surcharge of ten (10) installments of $29,771.72 ("Annual
Surcharge Payment"). Sunlight View shall pay the Annual Surcharge Payment by November 1st
of each year, commencing on November 1, 2014. In the event Sunlight View connects after
2013, it shall pay the System Improvement Fee then in effect and the Existing System
Improvement Fee and annual Surcharge Payment will be adjusted accordingly. Sunlight View
may prepay the remaining balance of the Existing System Improvement Fee at any time without
penalty.
6. Future System Improvement Fees/Annual Report Requirement. Prior to the
connection of any additional EQR to the Sunlight View Facilities and the City's Wastewater
Treatment System, Sunlight View shall pay the City the System Improvement Fee required by
2
•
§080-060-040 of the Glenwood Springs Municipal Code, as it may be amended. Future System
Improvement Fees shall be due in full prior to connection with no fmancing by the City.
Sunlight View shall provide an annual report on May 1St of each year indicating the total number
of EQR connected to the City's Wastewater Treatment System, any new connections planned for
the forthcoming year and estimated time of connection, water meter records for the preceding
year, evidence of reserve account and list of current board members.
7. Inflow and Infiltration Testing/Verification. Before connection to the City's
wastewater treatment system, Sunlight View agrees to televise the main sewer lines as a baseline
sewer system evaluation. To monitor flows, Sunlight View agrees to provide monthly pumping
data (including run times and gpm) from its lift station in the May 1st annual report. To ensure
that Sunlight View's flow to the City's Wastewater Treatment System does not contain excessive
inflow or excessive infiltration water, upon notice from the City, Sunlight View agrees to
perform a sewer system evaluation survey to determine if inflow or infiltration water is excessive
and take necessary corrective action to reduce such flows or negotiate with the City regarding an
appropriate surcharge to treat such flows. Flows shall be determined to be excessive if there is a
10% or greater difference between Winter Billing water consumption and pumping flows from
the lift station.
8. Service Charges. The City shall set up Sunlight View as one (1) bulk service
account and Sunlight View shall pay a monthly service charge equal to the City's wastewater
service charge applied to its individual customers pursuant to §080.050.020(b) of the Glenwood
Springs Municipal Code, as it may be amended, multiplied by the number of EQR in Sunlight
View receiving service (currently 67 EQR), decreased by 8.85% representing the customer
charge component of the City's Service Charge (the product of this equation shall hereinafter be
the "Service Charge"). Therefore, with a 2013 City service charge of $61.28 per EQR, the
Service Charge paid by Sunlight View would be $3,630.69 ($61.28 X 67 EQR = $4,105.76 —
8.85% ($363.36) = $3,742.40) per month. The Service Charge shall be paid monthly by the 15th
of each month. The first monthly payment following Sunlight Views connection to the City's
Wastewater Treatment System will be prorated if it is not one full month. As set forth in Section
6 above, Sunlight View will provide its annual report of its water meter records on May 1St of
each year to ensure it is not utilizing more than 10,591.65 gallons per EQR during Winter Billing
as currently allowed by the Glenwood Springs Municipal Code and notice of any new
connections to the City's Wastewater Treatment System. To ensure that Sunlight View's flow to
the City's Wastewater Treatment System does not contain excessive inflow or excessive
infiltration water, upon notice from the City, Sunlight View agrees to perform a sewer system
evaluation survey to determine if inflow or infiltration water is excessive and take any necessary
corrective actionto reduce such excessive flows.
9. No Additional Service Implied. Nothing herein shall obligate the City to extend
additional service to Sunlight View or to the Sunlight View Service Area, other than that service
described in Paragraph 2, above. There shall be no expansion of such service without the
express written consent of the City.
10. Reserve Account; Default; Remedies. Sunlight View agrees to maintain a reserve
•
•
account equal to three (3) months of its financial obligations to the City contained in this
Agreement and shall include evidence of this reserve account in its annual report to the City
required by Section 6, above. Sunlight View agrees to utilize the reserve account to pay its
financial obligations for City services under this Agreement and agrees to utilize its collection
efforts provided for in its Bylaws against individual customers in Sunlight View to ensure its
ability to meet the financial obligations contained herein, including maintaining a fully funded
reserve account. In the event of any default or breach by Sunlight View for any payments
established in this Agreement, the City shall have lien rights against the assets of Sunlight View
and the City may discontinue wastewater treatment service as set forth in Section 080.010.060 of
the Glenwood Springs Municipal Code. At its sole discretion, the City shall further have all of
the rights set forth in Article VIII, Section F of the Bylaws of Sunlight View for lien rights upon
any and all lots or parcels of land served and not paying. In the event of failure of Sunlight View
to pay its obligations in full, the City shall have the right to inspect the books of Sunlight View to
determine all delinquent accounts. The City shall provide Sunlight View notice in accordance
with the Glenwood Springs Municipal Code. Any payments past due shall accrue interest at the
rate of eighteen percent (18%) per annum until paid in full.
11. No Pre -Annexation. The parties acknowledge this Agreement does not serve as a
pre -annexation agreement nor does it set forth any terms and/or conditions related to annexation.
12. Notices. All notices required under this Agreement shall be in writing and shall
be hand -delivered or sent by registered or certified mail, return receipt requested, postage
prepaid, to the addresses of the parties herein set forth. All notices so given shall be considered
effective seventy-two (72) hours after deposit in the United States mail with the proper address
as set forth below. Either Party by notice so given may change the address to which future
notices shall be sent.
Notice to Sunlight View:
With copy to:
Notice to City:
Sunlight View Water and Wastewater Company
P.O. Box 1943
Glenwood Springs, CO 81602
Karp Neu Hanlon, P.C.
P. O. Drawer 2030
Glenwood Springs, CO 81602
City Manager/City Attorney
City of Glenwood Springs
101 West 8th Street
Glenwood Springs, CO 81601
13. Attorneys' Fees; Survival; Costs of Collection. Should this Agreement become
the subject of legal action to resolve a claim of default in performance by any Party, including
the collection of past due amounts, the non -prevailing Party shall pay the prevailing Party's
reasonable attorneys' fees, expenses, and court costs.
14. Amendments. This Agreement may not be changed or modified orally, but only
by an agreement in writing signed by the Party against whom enforcement of any change is
sought.
15. Successors. This Agreement shall be binding upon and inure to the benefit of the
Parties and their respective successors and assigns.
16. Governing Law. This Agreement shall be governed by and construed in
accordance with the laws of the State of Colorado.
17. Counterparts. This Agreement may be executed in counterparts, each of which
shall be deemed to be an original, but all of which together shall constitute one and the same
instrument.
18. Miscellaneous. This Agreement constitutes a covenant which runs with the
Sunlight View Service Area to the extent it utilizes the City's wastewater treatment services
provided for herein, This Agreement sets forth the entire understanding between the parties, and
any previous agreements, promises, or understandings have been included in this Agreement.
19. Recording. This Agreement shall be recorded with the Garfield County Clerk and
Recorder upon execution.
IN WITNESS WHEREOF, the parties have executed this Agreement on the day and year
first written above.
ATTEST:
City -Clerk
•
CITY OF GLENWOOD SPRINGS, COLORADO
By
r-ife
•
•
•
STATE OF COLORADO )
COUNTY OF GARFIELD )
ss.
By:
Title: Dennis Levin, President
SUNLIGHT VIEW WATER AND
WASTEWATER COMPANY
Acknowledged before me this 16th day of April , 2013, by
Dennis Levin as President of Sunlight View Water and Wastewater
Company.
WITNESS my hand and official seal.
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19884003059
ti MY COMMISSION EXPIRES NOVEMBER 14, 2016
11/14/2016
•
6
Notary Public
•
•
•
EXHIBIT
i9
0,1
Parcel 1
A tract of land located in the SY2 of Section 34, Township 6 South Range 89
West of the 6th P.M., Garfield County, Colorado. Said parcel being more
particularly described as follows, to wit:
Beginning at the southeast corner of the SW1/2 SE, of said Section 34; thence
N 08°34'19" E 1519.14 feet along the east line of said S Wl/a SE'/4 of said Section
34 to the northeast comer thereof; thence N 89°16'05" W 1328.22 feet along
the northerly line to a point on the easterly boundary of Sunlight Parkway;
thence along said easterly line 5 08°49'40" W 1026.51 feet; thence S 83°37'33"
E 327.01 feet; thence S 00°24'29" E 461.03 feet to a point on the southerly line
of the 5 1/ Section 34; thence S 89''32'26" E 930.97 feet to the point of
beginning. Said parcel contains 42.086 acres, more or less. -
Parcel 2
A tract of land located in Section 3Township Range
fWest of the.
6th P.M. Said parcel being mP�described aollow
Beginning at center 1/4 corner of said Section 3; thence N 89°53'31" E 328.71
feet along said east west centerline of Section 3; thence S 00'43'52" E, 1346.98
feet along the east line of the W1 W1 NWl SEl/a of said Section 3.as
described in Book 1001 at Page 12; thence S 89°54'58" W 329.69 feet along the
south line of said W1 W1 NW1/4 SE1/2; thence S 00°41'23" E, 44.60 feet;
thence, N 89°58'15" W, 153.50 feet; thence, N 00°05'16"E, 595.65 feet; thence,
N 66°07'12"W, 199.29 feet; thence 33.25 feet along the arc of a 25.00 feet
radius curve to the left, having a central angle of 76°12'01" and subtending
a chord bearing S 75°46'47" W 30.85 feet; thence 76.27 feet along the arc of a
375.00 feet radius non -tangent curve to the right, having a central angle of
11°39'10" and subtending a chord bearing N 43°30'22" E 76.14 feet; thence,
N 49°19'57" E, 2555 feet; thence 50.38 feet along the arc of a 2.5.00 feet radius
non tangent curve to the left, having a central angle of 115°27'09" and
subtending a chord bearing S 08°23'37" E 42.28 feet; thence, S 66°07'12" E,
144.14 feet; thence, N 49°00'44" E, 122.76 feet; thence, N 00°28'30" E, 670.24
feet; thence, N 89°53'31" E, 39.99 feet along the east -west centerline of said
Section 3 to the point of beginning, containing 586,899 square feet or 13.47
acres more or less.
•
•
Parcel 3
A tract of land situate in Section 34, Township 6 South, Range 89 West of the
6`s Principal Meridian being more particularly described as follows:
Beginning at a point whence the S1/4 corner of said Section 34 bears S
08°49'40" W 500.00 feet; thence, N 33°40'26" W, 217.02 feet; thence, N
08°14'30" W, 24.88 feet; thence, N 05°57'03" W, 76.25 feet; thence 97.56 feet
along the arc of a 1011.74 feet radius curve to the right, having a central angle
of 5°31'29" and subtending a chord bearing N 03°11'19" W 97.52 feet;
thence, N 00°25'34" W, 104.91 feet; thence 94.77 feet along the arc of a 644.07
feet radius curve to the right, having a central angle of 8°25'49" and
subtending a chord bearing N 03°47'20" E 94.68 feet; thence, N 08°00'15" E
168.96 feet; thence 105.34 feet along the arc of a 439.26 feet radius curve to the
left, having a central angle of 13°44'26" and subtending a.chord bearing N
01°08'02" E 105.09 feet; thence, N 05°44'11" W 82.15 feet; thence, N 10°24'11"
W 88.37 feet; thence N 09°38'49" W 455.57 feet; thence N 10°04'56" W 466.81
feet; thence 321.97 feet along the arc of a 1648.43 feet radius curve to the right,
having a central angle of 11°11'27" and subtending a chord bearing N
04°29'13" W 321.45 feet; thence S 88°53'29" E 75.59 feet; thence S 17°47'37" E
1294.15 feet; thence S 08°49'40" W 301.08 feet; thence S 88°38'22" W 80.00
feet; thence S 03°48'23" E 360.00 feet; thence S 03°48'23" E 365.42 feet; thence
N 83°37'30" W 80.00 feet; to the point of beginning. Said parcel contains
9.924 acres more or less.
Sunlight View Subdivision according to the plat thereof recorded on November 25, 1974, as
Reception No. 265534;
Sunlight View Subdivision according to the amended plat thereof recorded on June 6, 1977, as
Reception No. 278825;
Sunlight View Subdivision Green Belt Area No. 1 according to the amended plat recorded on
August 20, 1996, as Reception No. 497397;
Sunlight View Subdivision according to the second arnended plat thereof recorded on December
1, 1980, as Reception No. 309906;
Sunlight View II Subdivision according to the plat thereof recorded on September 12, 2001, as
Reception No. 588199.
County of Garfield
State of Colorado
EXHIBIT
•
1
Enter Values
Amount
$ 253,958.81
Annual Interest Rate
3.00
: Period in Years
10
Number of Payments Per Year
1
Start Date
11/1/2013
Optional Extra Payments
$
-
Lender Name:
Summary
Scheduled Payment
Scheduled Number of Payments
Actual Numberof Payments
Total Early Payments
Total interest
$ 29,771.72
10
10
$ 43,758.39
Pmt Payment
No. Date
Beginning
Balance
Scheduled Extra
Payment Payment
1
2
3
4
5
6
7
8
9
10
11/1/2014
11/1/2015
11/1/2016
11/1/2017
11/1/2018
11/1/2019
11/1/2020
11/1/2021
11/1/2022
11/1/2023
$ 253,958.81
231, 805.85
208,988.31
185,486.24
161,279.11
136,345.75
110,664.41
84,212.63
56, 967.28
28, 904.58
$ 29,771.72
29,771.72
29,771.72
29,771.72
29,771.72
29, 771.72
29,771.72
29,771.72
29,771.72
29,771.72
Total
Payment Principal
Interest
Ending
Balance
$ 29,771.72 $ 22,152.96 $ 7,618.76 $ 231,805.85
- 29,771.72 22,817.54 6,954.18 208,988.31
29,771.72 23,502.07 6,269.65 185,486.24
29,771.72 24,207.13 5,564.59 161,279.11
29,771.72 24,933.35 4,838.37 136,345.76
29,771.72 25,681.35 4,090.37 110,664.41
29,771.72 25,451.79 3,319.93 84,212.63
29,771.72 27,245.34 2,526.38 56,967.28
29,771.72 28,062.70 1,709.02 28,904.58
28,904.58 28,037.45 867.14 0.00
Aspen Music School Wastewater Lift Station May 2012
Appendix E
Legal Control of Site
Site Application Appendix E
•
•
•
Aspen Music School Wastewater Lift Stat on May 2012
Appendix F
Sign Posting Documentation
Appendix F
• • •
1.-1 ,99419416J\H - WWJP LIFT sTAPON d FOFCEMA1N\H_OWG5109 WORK/NG\CO✓Es_ANO_NOTE5 NV 22/2d 5/29/2015 11:22 AM By ✓vs(in Ko(7 2
n
5
Q
0
Q
N
O
Ln
0
3
Q
0
0
(Q
V)
0
C
0-.
= S\
U O
0 O (')
f
r 73 0
o< up w Q
7
-
o
N Q W
cp o
n coQ
0, T
O
N
C)
IuDD!Iddy / JOU/AC)
9zErE 7.0/ 'uosinad pato
JG U!5u3.1)9IOJd
3
0
L96L-z 6-008-
m
0
0
s//o/98 uoi;o/5 /fit
uo/d e/15 IDJOLIOD
Sewer Line Plan and Profile Sta. 6+40 to 8+00
Sewer Line Plan and Profile Sta. 0+00 to 6+40
/an115 JanoJ
N
0
0
0
X
to
c
•
•
s
•
•
1994\94163\W -
uoipflJ SUOD
-0
Z2
115.
O Q
P 1/77 SfoPon 0 Forcam8,1\H_O. 8/00 Wo
n9!Lover ondNotes. dwg Plate0 5/29/2075 11:22 AN By: Jvstin 71ath/9
0
0
sa}oN pub pua6ai
0
n
SLOL/41/SO
O
—J
appN®pg2. d #000s80,®®4.tdzgO9000oos®
1 2 1 ,2^ t 2 °a ? 2 k ^2i k o r 2 k n 2 r'::,$ 2 k k y k k n? ' ;°
m F �. 2 �^ H ry F y r �� ti .�'i ti �i y n C^ j c
X177 ; gA � 0881/1 T077 'a Aaa�,a,i
i i i^ ao i° c v°' 3^ a a°°? 2 ^�
n° ; n o a y n
ri as ° 0 2 2 r,1 ? 2r.4a
rm ^^i
m
II 11%.11-111111 1 11
n, � v
a s x x
;X, n r z
° �t Iy A Vt VI L
ti n 2
io „rrPo o42�v�r�oxxnn� 2.4 V°m
unmet �xA�Q
n i �
a�aAVU��oo �;� �x22y °n�111"+n°°°nnnnnnn�aaaa tp
i°�yii�'2°2°��IoF2i^�A�i�'oF"m'I�::r`,io2wwxae��v 1
s1- � gym^ xx�� ^ ���, �, o
� �^1nCC �^
mo 2 i 44 ti° m2'�o�nn 2c
�� �a 41- 2m a�Smoo c M�i�°ti o„ O
A yy C �' °y N
n c 0 7 n
O
2z 0 y o N0 U 2277
6APq ggCgp� LL
2 N
N° fig ^%-*0'431 a, u� x $
o m oar WO ^r°"a;i-7Cln�a �2
�2�N°,00c2
am i° omn�3 aim w , R
-�
oy
y�'c '�<"a kik
C a o z �° m a� 2
a �nOry��2 O Cn
mn�°�OT2��2°� � 02
h
v4
,901
n
OS�Y h mm
2
V q U A 4 N " 8 a 4 N
n VV
!TN
m� °O
RO anm° a �2 Ni SNI 2m M a 1'12 o$a ��tio �� a� mpg �o 2aA �p����tn�ai
i�i r1 2 M °a �"�^1 02
him m Hmm a& 'o��my�i,y,c allo�sAt 2c 1g!
�m �e
it
p� y m ?C�c. �$'1 �r4i �iqi a22 °m 0�n2T
�m a $� �' a a$ 2
ate$°�°�u an
Ta°g
obi ? iii°a$o a ° ; y=am
2ao °�
��$M
UA3 �m 2
i�$ N < r^mi �aT r ~l'
r.1 0 o F ^1
p Q 0 2t1
o o A� $ �a2my
g g \
ori m m ;o as Eg o i�
1_ "640 a ^ 3� a o
'' d m 4 wee 0 �� c�
n°�o ^tom
'1 Oa 22 O� ^� "� 2 n A m o 0� e�° 49 4
H
. . •
99
UO!pnijSUOJ
z-
O j.
71 5
o a
017+9 04 00+0 'DIS
apJOJd pup UOId aui] J MOS
Z
0- N
06U1_09.96\00
5/93.9 EC
6193.91 FG
6193.8 58
6193.78 65
6193255
6193.18 /6
6192/ EG
6192.66 65.
6192458
6192.40 6C
5191.8.
6197.76 G
5192.2 EG
6192.15 68
6793.9 EC
619389 6G
6194.5 EC
6194.49/5
6,96.156
6194.29 6G
6194.0 56
6793.98 6G
61936 EG
6193.60 FG
6193.2 56
6193.7568
61928 EC
6192.79 6G
6792.7 EC
6192.65 59
67925 56
6192.54 s
6192256
6192.25 G
5191.8 EC
6197.82 F,
6197 E6
6191.37 5G
6191.0 EC
6190.96 FG
6191. ' EG
6791.06 5G
6190 (6
6790.55 6C
6190.3 EC
6190.37 5C
6189.8 EC
6189.79 5
5189.7 EC
5189.70 6G
6189 GEC
6789.43,,
6189.2 EG
6189.19 5G
6186.2 EC
6188.22 5,
61889E6
5188.85 /6
6189.0 EC
6788.95 6
6789, , E5
6189.43 6
61892 EC
6189.11'/
61bt/6e 5,20/201.5 ll22 A
5MH /3
574 4/6161
R. 6189.>5
N 618090
INV 01, 6190.80
0/
5MH /1
57 0495.00
1.81
INV IN 8681
INV OUT 61..61
05MH /2
Rl .98,6
1.
INV N 6184..
INV OUT 6164.
MATCH LINE, S
6+40, SEE SHEEIT
OF 6
O
•
•
•
111994194/53/6 — 4/477 477 /772 n & 1orcemolnl 1,0161700 5o ,g\PlonP729dwg Polled_ 5,29/2015 11.22 29 4
uoipnJ}suoD
c
W
N �S
cc) 1
D
0
O 0
N C/:
3 6
N
1.4ll��
0
n
0
3
0
0
00+8 01 017+9 '°+S
OIU0Jd pup u°id aui1 Jamas
0
v
72
z
0
0, CA)
6188.5 EC
6188.52 54
6187.4 EC
6187.451r
6187.6 £6
6187.6016
6188 7 EG
6188.72
618g] EC
6789.77 EG
N
7.
ro
q q A 01 Q
p tris O � O
MATCH LINE, ST
SNH /4
SEI 6461.20
M 61854]
,NV W'61735J
CNV OUT 61 3.43
6+40, SEE SHEAT 2 OF 6
+I
5AlH /5
574 6+7526
RIM 618119
15715 6/73.23
INV 067 618452
.t6E7ER VAUL
INV PW N'6184.521
INV MIT 6184.52
6189.5 EC ,
8/89.5316
6189016
6788.96 C A
to
6788.2 E9
618623
U O U
•
f
4�
•
•
•
0
00
LI Old NS 10.10U00
;
9 _Y/ d L7JHy 33S
2»7Lg am S. 7 H3 /
PV
}
... _ man/V770... ;,1-'
• •
1:11991\9110,14 - WWIP at Sta., @ ioreemoinl/LDx,\00 Wodrm9\PlonPm6ile.dnq Pbtted: 5,29/2075 II:22 AM By, Justin K ttiq
uoipnipuoJ
C
LQ
_C
0
o 0
U
fD
(D �
0-
3
O �
N N
3 CD
m
0
1
n
0
3
0
0
0
0
0
N
4
U1
NO1103S—SSOr'O HON381 83MJS
;fa S4 N
SELECT MATER/AL AS FOLLOWS:
THICKNESS AND K/ND WITH THE
4" M/N.
COVER VARIES
12"
r0
0a
15" 14",
MAX.
3N/78311,M „6/F
42"
71,012!10373 i
co 0 00
^mi0000
n ��n 0000
1. Z p 0 2 0 0
NI 0
"n NI -1 0 R -
r
a.• 0 y
N
Co
V — V NO/103S
2I3AO0 4' ON/ 7'0
P,
• • •
!'11994\94163WH — WWIP ',l 5fafien & rorcema%a\H DwQs\00 Work%nq\Defoi!s.d 9
UOipflJ SUOJ
z-
0 3.
o5.
Q
•
N
C
(0
n
3
o 0
3 0
3 N
:
7
N 0
CD
n
0
0
Sl!0430 uoi1oIS {}!1
0
n
O
YIN N •371X35
7/111J0 HO1VH NOIIV1S
•S 1 •N • 77v9S
7/ V130 NOl1 b'1 S
ONV NOl1V1S 1117
7/V130 1712VA
P VP
�a!�r
d del
e
$lo
llO
ti
a