HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 2 - Supporting Documentation (6)■
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Nlontava Subdivisiorr
1.0 Introduction
Pdon-�o�ab0e Irroe�a�ior� System Repori
TABLE OF CONTENTS
1.1 Narrative ....................................................................................................................1
1.2 Management Responsibilities ....................................................................................1
1.3 Water Rights Summary ..............................................................................................1
2.0 Irrigation Water Supply & Ponds ....................................................................................3
2.1 Water Supply System ................................................................................................3
2.1.1 WSSC & NPIC Shares ......................................................................................3
2.1.2 Groundwater Wells ...........................................................................................4
2.2 Ponds ........................................................................................................................4
2.3 Water Quality .............................................................................................5
2.3 Supply System Metering ............................................................................................5
3.0 Irrigation Delivery .............................................................................................................5
3.1 Water Delivery System ..............................................................................................6
3.2 Delivery System Criteria ............................................................................................6
3.3 Pump Stations ...........................................................................................................6
3.4 Delivery System Metering ..........................................................................................7
4.0 SCADA System .................................................................................................................7
4.1 Inflow Monitoring .......................................................................................................7
4.2 Outflow Monitoring .....................................................................................................7
5.0 System Operations ...........................................................................................................8
5.1 Schedule of Operations .............................................................................................8
6.0 Best Management Practices ..........................................................................................10
7.0 Budgeting Evaluation .....................................................................................................11
8.0 Conclusion ......................................................................................................................11
Appendices
Appendix A — Non-Potable Map
Appendix B— Groundwater Decree Map
Appendix C — WSSC Easements
Appendix D — Pump Station
Appendix E— Groundwater Wells & Vaults
Appendix F — Meters & Gates
Appendix G— Kullman Water Engineering: Accounting Concepts Memorandum
Appendix H— Hines Irrigation Demand Calculation
Appendix I— Kullman Water Engineering: Montava West Non-Potable Water Balance
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Montava �u�division
1.0 Introduction
1.1 Narrative
I��n-Pot Irrigation Systern Report
This report was prepared for the Montava Subdivision. It's purpose is to detail the functionality
of the Non-Potable Irrigation system, and to provide general management practices during
the irrigation season.
The operation and maintenance of the system within the Metro District (referred to as the
District) will be the responsibility of the District. The District will work to plan for future
needs/improvements, mitigate drought impacts, and maximize efficient delivery of the water
resou rces.
In general, the Non-Potable Irrigation System uses existing irrigation water rights (surface
water and groundwater) to supply water for the system by delivering that water through two
irrigation ponds on a temporary basis. Those water rights are not being changed. Montava
will also use limited groundwater from two augmented wells subject to the pending case when
needed and that water may be permanently stored. The supply water is then distributed to
the users via pump stations within the development. An overall system map can be found in
Appendix A.
1.2 Management Responsibilities
The District will oversee the management of water resources for all non-potable irrigated
areas within the Montava Subdivision. These irrigated areas include all common area spaces
(parkway strips, medians, etc.), District Managed Parks, City of Fort Collins Parks, and Poudre
School District Facilities.
It should be noted that Montava does not own the water rights for Fort Collins Parks or Poudre
School District. Montava will have agreements with Fort Collins Parks and Poudre School
District. These agreements will allow for all the irrigation water for Montava, Fort Collins Parks,
and Poudre School District to be combined in the western non-pot pond and distributed
through the District's irrigation system & Fort Collins Parks system accordingly. The
maintenance of the supply system will be done by the District, however Fort Collins Parks and
Poudre School District will assist in the funding for maintenance & operation through an
agreed upon fee structure. Fort Collins parks will be responsible for maintaining their own
delivery system (wet well, pumps, main line, etc.).
Management of the Farm & Farm Pond at the northeast corner of the development will be on
a separate irrigation system and is the responsibility of a separate ownership entity. They will
be responsible for all operations & maintenance of their irrigation system. The Farm system
will not be connected to any of Montava's Non-Pot System.
1.3 Water Rights Summary
The existing water rights that will be owned by the District for their non-potable irrigation
system are sourced from groundwater wells located on the property, the Water Supply and
Storage Company (WSSC), and from the North Poudre Irrigation Canal (NPIC), as summarized
in Tables 1 and 2 below. The water rights owned by the City of Fort Collins and Poudre School
District are sourced from WSSC and from existing groundwater wells.
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Montava �uE�division
IV�n-Pot Irrigation Systern Report
The water rights associated with a share in the Water Supply & Storage Company (WSSC)
system consists of four distinct components:
• Transmountain (TM) water rights
• Larimer County Canal (Non-TM) native water rights
• Jackson Ditch Company (JDC) native water rights
• Colorado-Big Thompson (C-BT) units owned or leased by WSSC
Montava is only seeking to change the TM component of three of its WSSC shares in Case
No. 20CW3208. The Non-TM, JDC and CBT components of these three WSSC shares will
remain unchanged and may continue to be used for direct irrigation at the Montava
development or elsewhere in the WSSC system.
For purposes of Montava's non-potable irrigation system, Montava will use the Non-TM
portion of the three WSSC shares, as well as the TM and Non-TM portions of an additional
0.25 WSSC share for irrigation purposes in the Montava development.
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Portner Well No. 1 W2896 2.11 cfs West Pond
Portner Well No. 2 W2896 1.89 cfs West Pond
Kluver PS 1: Well No. 1 CA11217 700 gpm West Pond
Kluver PS 1: Well No. 2 CA11217 800 gpm West Pond
Kluver PS: Well No. 2 CA11217 1000 gpm East Pond
Kluver PS 5: Well No. 1 CA11217 450 gpm East Pond
Kluver PS 5: Well No. 2 CA11217 800 gpm East Pond
Kluver Well W699 490 gpm East Pond
Fitzsimons Well No. 1 CA11217 2 cfs West Pond
Fitzsimons Well No. 2 CA11217 2 cfs West Pond
Bachmayr Well No. 4 CA11217 15 cfs East Pond
Bachmayr Well No. 5 CA11217 15 cfs East Pond
Albertson Well No. 10 W1621/85CW184 680 gpm East Pond
Albertson Well No. 11 W1621 2.3 cfs East Pond
Albertson Well No. 12 W1621 2.84 cfs East Pond
Montava West Pond Well 20CW3208 (Pending) 900 gpm* West Pond
Montava East Pond Well 20CW3208 (Pending) East Pond
*900 gpm is the collective pumping total for the two wells & the potable system
Table 1: Water Rights Summary — Groundwater Wells
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Table 2: Water Rights Summary - Ditch Water
Montava �u�division
2.0 Irrigation Water Supply & Ponds
2.1 Water Supply System
I��n-Pot Irrigation Systern Report
The supply system for delivering irrigation water to Montava's Non-Pot system is made up of
multiple sources. Montava owns shares in WSSC (Water Supply & Storage Company) and has
shares under contract in NPIC (North Poudre Irrigation Company) which will be conveyed to
the Non-Potable Irrigation ponds located within the subdivision. Montava also owns existing
groundwater wells located throughout the project area, these wells will be used for Non-
Potable irrigation as well via the Non-Pot Ponds. There are also two new wells to be located
within the subdivision that will be used to fill the ponds when needed and to offset non-
irrigation season evaporation. A water balance for the Montava non-potable system (west of
Giddings Road), showing the use of the WSSC shares and groundwater wells, has been
prepared by Kullman Water Engineering, Inc. and is included in Appendix I.
2.1.1 WSSC & NPIC Shares
WSSC Shares
The WSSC shares are to be conveyed to the West Pond via the Montava Irrigation Lateral
(see Appendix A). The Montava Irrigation Lateral will convey WSSC irrigation water from the
Larimer County Canal through a new proposed headgate & turnout structure located west
of Giddings Rd. & north of County Rd. 56. Easement agreements have been obtained from
the property owners in order to construct the new headgate & connection to the Montava
Irrigation Lateral (see Appendix C). The existing ditch will be upgraded as needed to convey
both WSSC & NPIC. The lateral southwest of the intersection of Giddings Rd. & Richards
Lake Rd will be diverted west to a splitting structure. The splitting structure will have
metered control gates in order to separate & account for WSSC & NPIC water. The metered
control gates will be connected to the District's SCADA system.
The WSSC water will be conveyed from the splitting structure to the West Pond. This
connection is illustrated on the Non-Pot System Map (see Appendix A). Once conveyed to
the West Pond, the WSSC water will be distributed for irrigation through the West Pump
House. The control gates at the splitter structure will ensure that Montava does not exceed
the flow rate it is entitled to under the combined shares (Montava, Fort Collins Parks, and
PSD). The metered control gates will be connected to the District's SCADA system (see
Supply Metering below).
NPIC Shares
The NPIC shares will be conveyed to the East Pond via the Montava Irrigation Lateral that
runs along the west side of Giddings Rd. The existing pipe will be diverted west to the
splitting structure, and from there extended south & east through the project to deliver the
supply water to the East Pond (see Appendix A).
The NPIC extension will also include a supply line for the Farm Pond. The Farm & Farm Pond
will not be connected to the Montava Distribution system and will be managed by a separate
authority. This separate authority will be responsible for obtaining NPIC shares and for
managing the supply & distribution system for the Farm property. A metered control gate
will be installed on this supply line as well to ensure that Montava does not exceed its entitled
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I��n-Pot Irrigation Syste� Report
flow rate. The metered control gate will be connected to the District's SCADA system (see
Supply Metering below).
2.1.2 Groundwater Wells
The existing groundwater wells are located throughout the project. The water from these
wells is decreed for specific use areas (see Appendix 8). Each well also has specific decreed
and permitted flow rates and water use limits. The water from these wells will be pumped
to the East & West ponds depending on the well's location (east or west side of Giddings
Rd). The place of use and flow rate for each well is decreed, therefore each well will need to
be metered and its water distribution accounted for based on the irrigation use within its
decreed lands.
The new augmented groundwater wells for Montava (Montava West Pond Well & Montava
East Pond Well) will be used to fill the ponds as needed and to offset evaporative losses
during the non-irrigation season. Unlike the existing groundwater wells and surface water,
the groundwater from the new wells can stay in storage in the ponds and is not subject to
the 72-hour rule.
2.2 Ponds
The Non-Pot irrigation supply system will deliver water to two separate ponds, one on the
West side and one on the East side (in general Giddings Rd. is considered the dividing line).
Though the primary use of the ponds is for the non-pot system, they are intended to be an
aesthetic feature of the development as well. Therefore, the ponds are sized accordingly
(collective surface area of 8 acres or less) to allow them to be drawn down while still
maintaining their aesthetic function. The ponds will be constructed with a clay liner to prevent
losses due to ground seepage. A memorandum, prepared by Kullman Water Engineering, LLC,
provides the general accounting concepts that will be used for the non-potable ponds (see
Appendix G) and which are adequate to document and track the use of water as required.
Relevant provisions developed from the Kullman Water Engineering memo are included in the
proposed decree and are adequate in our opinion to allow for proper administration.
The west pond will be sized to include uses by Montava, Fort Collins Parks, & Poudre School
District. The irrigation water owned by these other entities will be combined with Montava's
water supplies and distributed to the other entities' parcels via pumps stations. Fort Collins
Parks will have their own pump station at the west pond. These contributions will be accounted
for during each irrigation season to ensure that each entity is receiving what they are entitled
to.
The ponds will also be sized to allow for stormwater drainage. The pond volume will be
increased to account for the additional stormwater above what is in storage for irrigation &
aesthetics. An outlet structure will be designed and located to pass stormwater to a drainage
pathway within 72 hours, with a flow meter placed on the outlet side of the outlet structure
to measure stormwater flows.
Each pond will be supplied by a combination of groundwater wells and surface irrigation water
(WSSC and/or NPIC) through the course of the irrigation season. As stated before, the
Montava West Pond Well & Montava East Pond Well will be used to fill the ponds for their
decreed uses as needed and to offset evaporative losses during the non-irrigation season.
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Montava �u�division I��n-Pot Irrigation Syste� Report
Water from the existing irrigation wells and the surface water (WSSC/NPIC) will flow into the
ponds during the irrigation season and be temporarily detained with accounting to ensure that
such water is used for irrigation in 72 hours or less. In general, groundwater will be used in
the shoulder months if surface water is inadequate and surface water will be used during the
peak irrigation months.
Each pond will be equipped with a transducer to monitor water levels. These transducers will
be connected to a SCADA system that will monitor and log the water elevations in the ponds.
This will ensure that any stormwater contributions to the ponds are properly managed as part
of Montava's water accounting.
The Farm property that is located at the northeast corner of the development will be on its
own delivery system (pond & pump station). However, the Farm Pond will share some of the
supply connections. The Farm Pond will have access to the NPIC and the groundwater wells
that are decreed for that location.
2.3 Water Quality
To provide the highest quality irrigation water possible, Montava intends to pipe all surface
water from the diversion points to the irrigation ponds within the development. As stated
before, this will be done using the Montava Irrigation Lateral. The construction of the fully
piped supply line will be phased out over the course of the development buildout.
As an additional water quality measure, Montava will install a settling basin at the southwest
corner of Richards Lake Rd. & Gidding Rd. This will ensure that any sediment and other solids
are removed before the water is delivered to the ponds. This will help increase water quality
and reduce maintenance of the ponds.
As stated above, Montava has modeled the use of both well water and surface water in regards
to water quality. Based on the model, the use of well water in the shoulder season and surface
water during the primary irrigation season will sustain healthy plant growth. Therefore, no
additional water treatment is required.
2.4 Supply System Metering
The metering of all supply sources is vital to the water accounting for Montava. The WSSC &
NPIC water sources will be metered to account for the amount of water supplied to each pond.
Each groundwater well (both existing & new) will be metered at the well site through a
belowground vault (see Appendix E).
The metering system will be part of an overall SCADA (Supervisory Control And Data
Acquisition) system. This system will collect flow data from every meter for accounting
purposes. The pumps and meters will be accessible by the District Manager at all time with
the ability to evaluate and control in real-time. The flow readings will be logged and stored
by the District for water accounting, system performance evaluations, and general records.
3.0 Irrigation Delivery
3.1 Water Delivery System
The delivery system for Montava's Non-Pot system, not including the Farm Pond or Fort Collins
Parks, is divided into two separate networks, east & west. As discussed previously, there are
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Montava �u�division I��n-Pot Irrigation Systern Report
two ponds that will be used as the collection points for all non-pot irrigation water. Each pond
will have inflows from the supply sources and a pump station to filter & deliver the irrigation
water to the users. The two systems will be independent and only service their respective
areas of the development. The west pond & pump station will service everything west of
Giddings Rd. The east pond & pump station will service everything (except the Farm) east of
Giddings Rd.
As stated before, the Farm at the northeast corner of the development will have its own pond,
pump station, and delivery system. The Farm's delivery system will not be connected to
Montava's system and therefore is not part of the District. Operations & maintenance of the
Farm's system will be the responsibility of the controlling entity.
The West Pond will have separate pump stations, Montava & Fort Collins Parks. Both systems
will use the same intake from the West Pond, but will have separate wet wells, pumps, control,
& mainline. Montava will deliver irrigation to PSD along with the rest of the development, and
Fort Collins Parks will be responsible for delivering irrigation water to their parcels. Montava
will be responsible for maintenance of the intake structure, their wet well, and their delivery
system. Fort Collins Parks will be responsible for maintenance of their wet well & delivery
system.
3.2 Delivery System Criteria
The following assumptions from Hines Inc (See Appendix H for additional demand
calculations) were used to design the system. The estimated total pump station flow rate from
the West System is approximately 5,600 gpm (rounded up for convenience) which includes
the flow rate for the Regional Park which is approximately 1,000 gpm. Since the park will
operate from a separate delivery system, the West System demand becomes 4,600 gpm. In
discussion with Hines Inc., the East System is expected to have a similar total pump station
flow rate but will not have a Regional Park separated from its total demands.
West Svstem
Minimum Pressure at Lots - 60 psi
Minimum Pressure at Open Space - 80 psi
Demand Per Lot - 6 gpm
System Demand - 4600 gpm
Watering Schedule - 3 ea. 4 hr. blocks (12 hr. window) with a 8 hr. window for open space
East Svstem
Minimum Pressure at Lots - 60 psi
Minimum Pressure at Open Space - 80 psi
Demand Per Lot - 6 gpm
System Demand - 5600 gpm
Watering Schedule - 3 ea. 4 hr. blocks (12 hr. window) with a 8 hr. window for open space
3.3 Pump Stations
There are a total of two pump stations that will supply non-potable irrigation water for
Montava. Each pump station is located at one of the non-pot irrigation supply ponds (East
and West). The pump stations have a filtered intake from the ponds to a wet-well. From the
wet-well the water will be filtered again through 200-300 micron filters and a series of pumps
will be used to charge the non-pot system and deliver irrigation water to all the users. Please
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Montava �u�division
I��n-Pot Irrigation Systern Report
see Appendix D for details of the pump stations and self-cleaning filters.
Each pump station will be connected to the SCADA system for the District. Within each pump
station will be a control center where all pumps & metering for both East & West systems can
be accessed. The WSSC & NPIC supply meters and the pumps & meters for the groundwater
wells will also be accessible through the control centers.
3.4 Delivery System Metering
The metering at all delivery points is the other vital requirement for water accounting for
Montava. Each pump station will be metered at the outflow pipe. From there, each point of
connection (residential lots, Multifamily irrigation, commercial irrigation, open space, parks,
etc.) will receive a meter (see Appendix F proposed meters). Again, all meters will be
connected to the SCADA system. This will ensure accurate water accounting, making sure
each existing irrigation well is limited to the water being applied to its decreed lands (See
Appendix G for Montava West Pond Accounting), as well as provide evidence of water losses
or inefficiencies.
4.0 SCADA System
The SCADA system for Montava is intended to be extensive, with redundancy to maximize
the accuracy of the water accounting. The system will control & monitor all supplies &
deliveries throughout the system. Control of the pump stations will also be available through
the SCADA system. The District Manager will receive alerts for any issues in the system so
they can dispatch maintenance crews.
4.1 Inflow Monitoring
As stated above, all inflows (WSSC, NPIC, groundwater wells, etc) will be metered and
controlled with metered control gates. Each source of water has a decreed flow rate which
will be monitored and adjusted as needed (see Appendix A the Non-Pot Map & Appendix F
for typical flow meters & gates). The following inflows will be monitored:
- WSSC & NPIC
o Metered at Irrigation Ditch Head Gates
o The WSSC & NPIC water will
Existing Groundwater Wells
o Metered at each well
- New Groundwater Wells
o Metered at each well
- Stormwater
be metered at the splitter structure
This will be metered through the use of a water level transducer. The water
levels will be recorded and used to determine pond levels before and after a
storm. Since all other inflows (WSSC, NPIC, Groundwater wells) and outflows
(from pump station) are metered and evaporative losses accounted for, the
volume of storm water can be determined.
4.2 Outflow Monitoring
As stated above, all POC (Points of Connection) will be metered. The delivery rates/volumes
for each groundwater well, and their decreed area of use, will be monitored and checked
against the inflows and volumes used at POCs to make sure the water accounting balances
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Montava �uE�division
I��n-Pot Irrigation Systern Report
(see Appendix F for typical flow meters & valves). The following outflows will be monitored:
- Residential Irrigation Tap
o One tap per lot
- Multi-Family Irrigation Tap
o One tap per complex
- Commercial/Mixed-Use Taps
o One tap per complex
- Open Space & Parks
o Multiple District taps
o Individual taps for PSD
- Pump Station Outlet
o This will be a large flow meter at the outlet pipe of the pump station. This
meter will be used to check against the combined totals of all the other
meters and to compute a daily mass balance on the pond(s).
- Stormwater
5.0
5.1
o Metered at the stormwater outlet structure.
System Operations
Schedule of Operations
Operations for the District's water supply will undergo an annual pattern based on water rights
limitations, demands, and streamflow conditions. This section provides an overview of the
primary goals of operations during various stages of the year and also provides clear tasks
which must be accomplished within the defined stages.
End of March
The end of March
significantly from
meet demands in
requires preparation for upcoming irrigation season operations, which vary
winter operations. Tasks to prepare for irrigation season operations and
March include:
• Clear debris from all well filters, headgates, and turnouts.
• Check all major metering devices (supply meters, pump station meter, etc.) to
ensure such devices have not been tampered with and are reporting proper
values to the SCADA system.
• Confirm lake level transducers are reporting proper values to SCADA system
and calibrate if needed.
• Communicate with WSSC & NPIC to determine when the ditches will be turned
on.
• Confirm that accounting is set up to accommodate expected operations during
irrigation season
• Determine the District's drought status (to be determined through Districts'
water engineers, currently Kullman Water Engineering, LLC) and make water
use restriction recommendations for upcoming irrigation season if necessary.
• Submit monthly accounting to Division of Water Resources.
• Top off ponds as required with new Montava groundwater wells.
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Montava �u�division I��n-Pot Irrigation Systern Report
Aprll
April marks the beginning of irrigation season throughout the Front Range. In general, it is
important to ensure that all measurement systems are functional, the accounting can
accommodate irrigation season operations, and communication has been established with the
water commissioner, Ditch riders, the City of Fort Collins, and other relevant entities.
Notable tasks that are essential to April operations include:
• Prepare non-potable system for irrigation season,
• Communicate with residents regarding irrigation restrictions,
• Use groundwater wells to satisfy any early irrigation needs, if surface water is not
available
• Divert WSSC or NPIC water as necessary and available to mix with groundwater wells,
and
• Submit monthly accounting to Division of Water Resources.
Mav (Additional Mav recommendations in Mav throuah September)
Recommended tasks for May include:
• Begin operation of the groundwater wells if needed,
• Begin taking WSSC & NPIC water and mixing with groundwater well supplies,
• Submit monthly accounting to Division of Water Resources.
May throu4h September (Additional September recommendations in September)
During the core irrigation season months of May through September, the goal of operations
is to ensure that ponds remain full with minor fluctuations as irrigation water is used and
replenished within 7z hours. These goals can be achieved by completing the following tasks:
• Enforce irrigation restrictions and monitor for non-potable system leaks,
• Monitor WSSC & NPIC flows based on entitlements and availability,
• Monitor groundwater well flows, volumes and place of use against water rights limits,
• Monitor irrigation outflow,
• Submit monthly accounting to Division of Water Resources.
Seatember
September marks a time in which irrigation demands and water supplies should begin ramping
down for the year. The following tasks are recommended for September:
• Monitor WSSC & NPIC flows based on entitlements and availability,
• Monitor groundwater well flows, volumes and place of use against water rights limits,
• Submit monthly accounting to Division of Water Resources.
October
October generally represents the last month of irrigation season throughout the Front Range.
October has similar challenges as those described for the month of April: there is still irrigation
demand across the District but there are very limited amounts of water supply available under
the Districts' ditch shares. Due to limited supplies, it is important to minimize customer
demands as much as possible. The wells can be used in these situation. During this time
share, surface water will be prioritized when it is available. It is important that the following
take place in October:
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Montava �u�division
I��n-Pot Irrigation Systern Report
• Winterize flow meters and other equipment as necessary,
• Winterize non-potable system,
• Top off ponds as required with new Montava groundwater wells,
• Submit monthly accounting to Division of Water Resources, and
• Prepare a new water accounting sheet for data beginning November ist and ensure
SCADA systems are adjusted to automatically enter data.
November throuuh March (Winter Operations)
It is important to note that although the District generally stops irrigation in October, there
are typically small amounts of water delivered for irrigation to residential areas in November.
These November water uses should be minimized as much as possible. During the winter, the
primary goals of operations are to keep the irrigation ponds full through the use of the new
groundwater wells. To achieve these goals, the following tasks are recommended:
• Submit monthly accounting to Division of Water Resources,
• Monitor pond levels and use the new groundwater wells to fill as necessary,
• Entirely shut off non-potable system irrigation deliveries as soon as possible but
consistent with the circumstances,
• Strategize with water engineers and operations managers whether any changes to
supplies are needed for next irrigation season and begin efforts to address changes,
This annual schedule highlights key tasks throughout the year to ensure efficient management
of the District's water supplies.
6.0 Best Management Practices
Strategic use of water rights helps maximize beneficial uses of the water, supports a steady
and reliable supply of water to the District's customers, ensures adequate water quality and
reduces the impacts of drought. This section of the report aims to describe some of the best
management practices (BMPs) the District can adopt to optimize its use of existing water
rights. While other sections of this report delineate specific tasks to undertake at different
points in the year to enact these BMPs, this section serves as a broader explanation of why
these practices are effective, and why these practices are valuable for the Districts.
Structure & Pumu Maintenance
Annual and diligent maintenance of the various structures used to divert and distribute water
is also key to reducing wasted water. The District should annually inspect all aspects of the
water delivery and distribution systems, including: monitoring for pipe leaks; regularly
checking that channels are clear of debris and allow water to flow through efficiently; and
maintaining diversion structures to ensure efficient and accurate delivery of water. Annual
maintenance of the pump stations (ie. intake structures, wet wells, filters, etc.) and
groundwater vaults will also be completed to ensure efficient operation of the systems.
Demand Manaaement
Even with mindful management of water rights and maintaining the water delivery and
storage system, there could be years where available water supplies are less than the district's
demand (i.e. drought or increased regional demand). Although, this is highly unlikely as the
irrigation ponds have enough decreed irrigation wells to cover the entire property.
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Montava �u�division I��n-Pot Irrigation Systern Report
Notwithstanding, having a drought management plan with multiple stages tied to drought
intensity to reduced water use is paramount for weathering such scenarios. The District should
have a Drought Plan developed once the system is understood. Fully utilized drought
management plans are a very effective tool in helping communities weather water scarcity
scenarios with minimum long-term impacts. Any reductions in water demands, whether
achieved through watering restrictions or efficient water use helps increase the District's
ability to withstand droughts. Given that FC Parks will be using the west irrigation pond, it will
be important for the District to communicate with FC Parks during drought conditions to
ensure proper drought management for all parties.
Maintenance of Functional Accountinq
The Districts should also maintain accurate water accounting. If the State requests accounting
forms or an audit, responding quickly and showing good faith helps to maintain a good
relationship and goodwill throughout the process. Maintaining accounting is a requirement
associated with the Districts' water rights, and failing to comply either with the accounting
itself or with a requested accounting audit could prevent the Districts from diverting additional
water.
7.0 Budgeting Evaluation
It is important for the District to have an understanding of anticipated irrigation demands in
order to evaluate system losses or over watering issues. Therefore, it is recommended that the
District develop a"Water Budget" consistent with the Montava West Pond Accounting in Appendix
G. This would allow the District to focus on analyzing single-family, multi-family, commercial,
and common areas. The anticipated irrigation demands can be correlated to the individual uses
and relayed to residents, property managers, maintenance crews, etc.
Once in place, the Water Budget will be an important tool in communicating with the residents.
Providing them with all the information they need to manage their properties and understanding
the effects on their community. The information will also allow the districts to evaluate common
area landscaping demands and adjust over time.
The Water Budget will evolve as the development grows. As each phase is built out, a budget
for each phase can be developed. This information is then incorporated into the overall water
budget which will allow the District to forecast water needs more accurately and monitor resident
water usage.
8.0 Conclusion
In conclusion, the Montava subdivision will create a robust, efficient, and accurate Non-Pot
Irrigation System. The system will be able to monitor and log all supply and delivery flows for
accurate accounting. Through the use a SCADA system, the District can monitor everything in
real time, thus reducing response times to maintenance issues. The system will also provide all
users with access to their meters, which promotes transparency and accountability for all parties
involved. Through its groundwater wells, NPIC shares, and WSSC shares, Montava has an
abundant supply of irrigation water. With its multiple sources for irrigation water, Montava can
easily manage drought conditions.
TST, INC. CONSUL"fING ENGINEERS
Page 11
APPENDIX A
Non-Potable Map
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MONTAVA IRRIGATION
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MONTAVA IRRIGATION
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SUPPLY LINE
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Non-Pot Irrigation Pond
FC PARK
PSD SCHOOL
SECTION LINE
WELL DECREE RADIUS
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500
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0005.00
SCALE 1 " = 500�
DATE
MAY 2024
SHEET
1 of 2
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SPLITIING STRUCTURE
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APPENDIX B
Groundwater Decree Map
APPENDIX C
WSSC Easements
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 1 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
GRANT OF EASEMENT AGREEM�1°�T
THIS GRANT OF EASEMENT AGREEMENT ("Agreement") is made and entered into
this day of September, 2022, by Reuben and Lenora Folot Homestead, LLC, a Colorado
limited liability company ("Grantor"), with an address of 5032 NCR 11, Fort Collins, CO 80524,
to HF2M, INC., a Texas Corporation, its successors and assigns ("Grantee"), with an address of
7301 Ranch Road 620 North, Ste 155, 343, Austin, TX 78726. Grantor and Grantee may be
referred to as a"Party" or, collectively, "Parties."
RECITALS
WHEREAS, Grantor is the owner of certain real property located in Larimer County,
Colorado, known by street and number as 5032 NCR 11, Fort Collins, CO 80524 (the "Grantor
Parcel"), as more particularly described on SCHEDULE 1, attached hereto and incorporated
herein by reference;
WHEREAS, Grantee is the owner of shares in the Water Supply and Storage Company
("WSSC"), and Grantee's water is carried in part through the Larimer County Canal, which is
located on the Grantor Parcel;
WHEREAS, Grantee is the owner of prescriptive easement used to carry its WSSC water
that includes the Montava Lateral;
WHEREAS, Grantee desires to construct a new water pipeline (the "Pipeline") in its
existing prescriptive easement across the Grantor Parcel to carry its water from the Larimer
County Canal to the Montava Lateral, as described and depicted in EXHIBIT A, attached hereto
and incorporated herein by reference (the "Easement Area");
WHEREAS, Grantee desires to obtain and Grantor is willing to grant an exclusive
recorded easement over a portion of Grantor's Parcel for purposes of the Pipeline, upon and subject
to the terms and conditions of this Agreement.
AGREEMENT
NOW THEREFORE, in consideration of the foregoing recitals and the promises and
covenants contained herein, and for other good and valuable consideration, the receipt and
sufficiency of which are hereby acknowledged, the Parties agree as follows:
1. GRANT OF NON-REVOCABLE EASEMENT. Grantor hereby sells, grants,
and conveys to Grantee, and its successors and assigns, a permanent, non-revocable, exclusive
easement for (i) installation of the Pipeline in, to, through, over, under, and across the Grantor
Parcel, including the right to survey, construct, maintain, inspect, operate, repair, replace, remove,
relocate, upgrade, modify, change the size, reconstruct, mark, and monitor the Pipeline and its
related improvements and appurtenances below and/or above ground, necessary or convenient for
the purposes of the Pipeline, including, without limitation, headgates, flumes and other water
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 2 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
infrastructure ("Improvements"), and (ii) over those portions of the Grantor Parcel reasonably
necessary for purposes of ingress and egress to the Easement Area for the purposes granted herein
(the "Easement"). Grantor hereby reserves and sha11 have the right to use and enjoy the Easement
Area, subject to the rights herein granted. From time-to-time during and after the construction of
the Pipeline, Grantee may require the temporary use of construction work space immediately
adjacent to the Easement Area, as described and depicted in EXHIBIT A-1, attached hereto and
incorporated herein by reference. Grantee may temporarily use the construction work space from
time-to-time in connection with the rights granted hereby, provided it gives Grantor reasonable
notice of such use and provided further that it restores the same as provided below when not in
use.
2. PURPOSE. Grantee sha11 use the Easement for the purposes stated above, for
conveyance of its WSSC water to the Montava Lateral, and all other endeavors necessary to assure
the successful conveyance of water in the Pipeline. Grantor shall not cause or permit the Pipeline
or Easement Area to be blocked by any barriers, gates or other obstructions at any time. Grantee
shall have the right to remove vegetation and other materials that interfere with the Easement, the
Pipeline and the rights granted herein.
3. INSTALLATION, MAINTENANCE, REPAIR, AND REPLACEMENT
COSTS. All costs incurred for the installation, construction, reconstruction, maintenance,
operation, repair, or replacement of the Pipeline and Improvements shall be borne by Grantee
(or its successors and assigns), including but not limited to the headgate to be constructed on the
Larimer County Canal. Following construction of the Pipeline and Improvements, Grantee shall
(i) repair and/or restore any fence(s) on or adjacent to the Easement Area that are removed or
severed by Grantee during the operations provided for in this Agreement, to the condition such
fence was in prior to its removal or severance by Grantee, and (ii) level and restore the lands
within and adjacent to the Easement Area affected by Grantee's operations and shall sufficiently
compact the soil and reseed with native grasses and restore the disturbed area to the condition
that existed at the time immediately prior to the placement of the Pipeline and Improvements.
4. CONSIDERATION. Grantee shall pay to Grantor the amount as set forth in a
separate letter agreement, upon execution of this Agreement by Grantee.
5. GRANTOR'S RESERVED RIGHTS. Grantor hereby reserves and shall have
the right to use and enjoy the Easement Area, subject to the rights herein granted. Grantor agrees
that Grantor will not build, create, or construct, or permit to be built, created or constructed, any
obstruction, building, fence, pipeline, reservoir, engineering works or other structures or
improvements over, under, on or across the Easement Area, Pipeline or Improvements that
unreasonably interferes with the rights granted to Grantee hereunder without the prior written
consent of Grantee, which consent shall not be unreasonably withheld.
6. ASSIGNMENT; COVENANT RUNNING WITH THE LAND. The rights
granted herein may be assigned by Grantee, in whole or in part, without the written consent of
Grantor. The terms, conditions, and provisions of this Agreement are a covenant running with the
land and shall extend to and be binding upon the successors and assigns of Grantor and of Grantee.
�
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 3 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
7. CHOICE OF LAW. This Agreement is governed by Colorado law. If any term or
provision of this Agreement or the application thereof to any person or circumstance shall, to any
extent, be invalid or unenforceable, the remainder of this Agreement shall remain valid and
enforceable to the fullest extent permitted by law.
8. NOTICE. All notices, demands, acceptances and approvals required hereunder
shall be in writing and served by traceable commercial courier or U.S. Mail delivery, to the address
shown above, until notification of a change of address.
9. AMENDMENT AND RECORDING. This Agreement shall be recorded in the
real properry records of Larimer County, Colorado. This Agreement embodies the entire
agreement and understanding between the Parties, and supersedes any prior oral or written
agreements relating to this transaction. Nothing contained herein shall be deemed to have
otherwise affected any rights with respect to the prescriptive easement referenced in the recitals
hereof. No alteration, amendment, modification or termination of this Agreement or any portion
thereof shall be valid or binding unless it is in writing and signed by the Parties, dated subsequent
to the date of this Agreement. Any such instruments must be recorded, in the real property records
of Larimer County, Colorado, to be effective, valid and binding.
10. BREACH AND WAIVER. No waiver of any breach, term or condition of this
Agreement by any Party sha11 constitute a subsequent waiver of the same or any other breach, term
or condition. If either the Grantor or Grantee takes legal action against the other in order to enforce
or interpret the terms of this Agreement, or as a result of any breach of this agreement, the Party
in whose favor final judgment is entered shall be entitled to recover from the other Party its
reasonable legal expenses incurred in the preparation, prosecution, or appeal thereof, including
litigation costs and reasonable attorney fees.
11. COUNTERPARTS AND AUTHORITY. This Agreement may be executed in
counterparts, each of which shall be deemed an original, but all of which together shall constitute
one and the same document. Each signatory to this Agreement covenants and warrants that he or
she has full power and lawful authority to bind that respective Party to this Agreement.
[SIGNATURES FOLLOW ON NEXT PAGE]
�
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 4 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
Signed this � day of September, 2022.
GRANTOR:
Reuben and Lenora Folot Homestead, LLC
.
By:
iehard Fal�t� sa � owner and authorized signatory
STATE OF COLORADO
COUNTY OF �Gi rl' YVl E r
)
) ss.
)
The foregoing instrument was acknowledged before me this l��y of September, 2022, by
Richard Folot, as sole owner and authorized signatory of Grantor.
Witness my hand and official seal. �7 ���
N Public
My commission expires: � l � � ���ZS.
GRANTEE:
JANELLE KECHTER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19894014487
MY COMMISSION EXPIFiES hovembet 14, 2025
HF2M,INC.
By:
�ts: ��_� �' �.�....a-
�
STATE OF
COUNTY OF
Colorado
� r�'m �r
)
) ss.
)
The for�g ' it��t e�t w ��kno�ledged before me this l� y of , 2022, by
�5 Y1�°�� Y}G� , �x Grantee.
Witness my hand and official seal. �
� ary Public
My commission expires: � ��1 �' ZU�' . ��ra��-�� K��"���
{yOiAI�Y Pll��1C
S7AT� 4F C��-Q��
Ni7iARY 64 j 38� ��� 14, 2025
MY G9MN1155SON �JCPIR�S �c"�
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 5 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
SCHEDULE 1
[Grantor Parcel]
THAT PORTION OF THE SW1/4 OF SECTION 17, TOWNSHIP 8 NORTH, RANGE 68
WEST OF THE 6TH P.M., LARIMER COUNTY, COLORADO, LYING EAST OF THE
EAST RIGHT-OF-WAY LINE OF THE LARIMER COUNTY DITCH CANAL LYING IN
THE SOUTHEAST CORNER OF SAID SW/14, COUNTY OF LARIMER, STATE OF
COLORADO.
AND
SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 8 NORTH, RANGE 68 WEST OF
THE 6TH P.M. EXCEPT A PORTION EAST OF EAST RIGHT OF WAY LINE OF
LARIMER COUNTY DITCH CANAL AND ALSO A PORTION OF THE WEST HALF OF
THE SOUTHEAST QUARTER OF SAID SECTION 17 DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT OF LAND, THENCE
EAST ALONG THE NORTH LINE OF SAID TRACT 150 FEET THENCE SOUTH ALONG
A LINE PARALLEL WITH THE WEST LINE OF SAID W1/2 OF SE1/4 OF SECTION 17,
280 FEET; THENCE WEST AT RIGHT ANGLES WITH THE LINE ABOVE DESCRIBED 70
FEET; THENCE SOUTH ALONG A STRAIGHT LINE GRADUALLY CONVERGING ;
TOWARD THE WEST LINE OF SAID W1/2 OF SE1/4 OF SECTION 17, 1300 FEET TO A �''�,
PO1NT 60 FEET EAST OF SAID WEST LINE, THENCE WEST TO THE SAID WEST LINE s
AT A POINT 1580 FEET SOUTH FROM THE NW CORNER OF THE SE1/4 OF SAID !
SECTION 17, THENCE NORTH ALONG SAID WEST LINE OF THE W1/2 OF SE1/4 OF
SAID SECTION 17 TO THE POINT OF BEGINNING, COUNTY OF LARIMER, STATE OF
COLORADO.
EXCEPT ANY PORTION CONVEYED 1N DEED OF DEDICATION RECORDED
DECEMBER 16, 1998 AT RECEPTION NO. 98110264.
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 6 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
EXHIBIT A
[Easement Area]
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 7 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
>� �,
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 17, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH
PRINCIPAL MERIDIAN, COUNTY OF LARIMER, STATE OF COLORADO AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF
SAID SECTION 17, WHICH IS ASSUMED TO BEAR N89'42'37"W.
COMMENCINO AT THE SOUTH QUARTER CORNER OF SECTION 17;
THENCE N00°11'10"E A DISTANCE OF 147.65 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST
QUARTER SAID SECTION 17 AND THE POINT OF BEGINNING;
THENCE N 69°46'S0" W A DISTANCE OF 58.82 FEET;
THENCE N 20°13'10" E A DISTANCE OF 30.00 FEET;
THENCE S 69�46'S0" E A DISTANCE OF 47.88 FEET;
THENCE S 0°11'10" W A DISTANCE OF 31.93 FEET TO THE POINT OF BEGINNING;
SAID PARCEL CONTAINS 1,601 SQUARE FEET MORE OR LESS.
DWIBIT A
DA7E: AUGUST 31, 2022
JOB N0. 1230.0000.00
SHEET 1 OF 2
. , ��'�`����.��
��aa vmm.e wax sun. zao
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 8 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
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Ll 38.82 N69'46'S0"W
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QWIBIT A
DA7E: AUOUST 31. 2022
JOB N0.1230.0000.00
SHEET 2 OF 2
_ �`� � ��
7�! Nhal�ra MNx 9u1le ZW
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 9 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
EXHIBIT A-1
[construction work space]
RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 10 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
- � ■ I " i '
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 17, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH
PRINCIPAL MERIDIAN, COUNTY OF LARIMER, STATE OF COLORADO AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF
SAID SECTION 17, WHICH IS ASSUMED TO BEAR N89�42'37"W.
COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 17;
THENCE N00°11'10"E A DISTANCE OF 110.39 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST
QUARTER SAID SECTION 17 AND THE POINT OF BEGINNING;
THENCE N 69°46'50" W A DISTANCE OF 71.58 FEET;
THENCE N 20�13'10" E A DISTANCE OF 100.00 FEET;
THENCE S 69°46'S0" E A DISTANCE OF 35.12 FEET;
THENCE S 0°11'10" W A DISTAN.CE OF 106.44 FEET TO THE POINT OF BEGINNING;
SAID PARCEL CONTAINS 5,335 SQUARE FEET MORE OR LESS.
D�HIBIT A -1
DA7E: AUOUST 31, 2022
JOB NO. 1230.0000.00
SHEET 1 OF 2
� ,. �� ,�,;
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RECEPTION #20220057161, 9/19/2022 1:08:44 PM, 11 of 11, $63.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
, � �
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BASIS OF BEARING
N89'42'37"W 2627.34'
NORTHEAST CORNER �
SEC110N 20� T.S.N.� R.68W. ,
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POINT OF COMMENCEMENT �'�
UNE TABLE
UNE LENG7H DIREC110N
L1 71.88 N89 46'S0"W
L2 100.00 N20'13'10'E
L3 3:5.12 S69'46'S0'E
L4 108.44 SO'11'10"W
1 � 5d Q
scale 1"=100' feet
EXHIBIT A -1
DA7E: AUOUST 31, 2022
JOB N0. 1230.0000.00
SHEET 2 OF 2
_ ,�, �.;� -�1
.���' _. �.�
soo
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 1 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
+ � . , .
THIS GRANT OF EASEMENT AGREEMENT ("Agreement") is made and entered into
this '� day of September, 2022, by Sharon M. Gillette, an individual ("Grantor"), with an
address of 2880 E County Road 56, Fort Collins, CO 80524, to HF2M, INC., a Texas Corporation,
its successors and assigns ("Grantee"), with an address of 7301 Ranch Road 620 North, Ste 155,
343, Austin, TX 78726. Grantor and Grantee may be referred to as a"Party" or, collectively,
"Parties."
RECITALS
WHEREAS, Grantor is the owner of certain real property located in Larimer County,
Colorado, known by street and number as 2880 E County Road 56, Fort Collins, CO 80524 (the
"Grantor Parcel"), as more particularly described on SCHEDULE 1 attached hereto and
incorporated herein by reference;
WHEREAS, Grantee is the owner of shares in the Water Supply and Storage Company
("WSSC"), and Grantee's water is carried in part through the Larimer County Canal, which is
located on the Grantor Parcel;
WHEREAS, Grantee is the owner of prescriptive easement used to carry its WSSC water
that includes the Montava Lateral;
WHEREAS, Grantee desires to construct a new water pipeline (the "Pipeline") in its
existing prescriptive easement across the Grantor Parcel to carry its water from the Larimer
County Canal to the Montava Lateral, as described and depicted in EXHIBIT A, attached hereto
and incorporated herein by reference (the "Easement Area");
WHEREAS, Grantee desires to obtain and Grantor is willing to grant an exclusiee
recorded easement over a portion of the Grantor Parcel for purposes of the Pipeline, upon and
subject to the terms and conditions of this Agreement.
AGREEMENT
NOW THEREFORE, in consideration of the foregoing recitals and the promises and
covenants contained herein, and for other good and valuable consideration, the receipt and
sufficiency of which are hereby acknowledged, the Parties agree as follows:
1. GRANT OF NON-REVOCABLE EASEMENT. Grantor hereby sells, grants,
and conveys to Grantee, and its successors and assigns, a permanent, non-revocable, exclusive
easement for (i) installation of the Pipeline in, to, through, over, under, and across the Grantor
Parcel, including the right to survey, construct, maintain, inspect, operate, repair, replace, remove,
relocate, upgrade, modify, change the size, reconstruct, mark, and monitor the Pipeline and its
related improvements and appurtenances below and/or above ground, necessary or convenient for
the purposes of the Pipeline, including, without limitation, headgates, flumes and other water
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 2 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
infrastructure ("Improvements"), and (ii) over those portions of the Grantor Parcel reasonably
necessary for purposes of ingress and egress to the Easement Area for the purposes granted herein
(the "Easement"). From time-to-time during and after the construction of the Pipeline, Grantee
may require the temporary use of construction work space approximately thirty feet in width
immediately adjacent to the Easement Area. Grantee may temporarily use the construction work
space from time-to-time in connection with the rights granted hereby, provided it gives Grantor
reasonable notice of such use and provided further that it restores the same as provided below
when not in use.
2. PURPOSE. Grantee shall use the Easement for the purposes stated above, for
conveyance of its WSSC water to the Montava Lateral, and all other endeavors necessary to assure
the successful conveyance of water in the Pipeline. Grantor sha11 not cause or permit the Pipeline
or Easement Area to be blocked by any barriers, gates or other obstructions at any time. Grantee
shall have the right to remove vegetation and other materials that interfere with the Easement, the
Pipeline and the rights granted herein.
3. INSTALLATION, MAINTENANCE, REPAIR, AND REPLACEMENT
COSTS. All costs incurred for the installation, construction, reconstruction, maintenance,
operation, repair, or replacement of the Pipeline and Improvements shall be borne by Grantee
(or its successors and assigns), including but not limited to the headgate to be constructed on the
Larimer County Canal. Following construction of the Pipeline and Improvements, Grantee shall
(i) repair and/or restore any fence(s) on or adjacent to the Easement Area that are removed or
severed by Grantee during the operations provided for in this Agreement, to the condition such
fence was in prior to its removal or severance by Grantee, and (ii) level and restore the lands
within and adjacent to the Easement Area affected by Grantee's operations and shall sufficiently
compact the soil and reseed with native grasses and restore the disturbed area to the condition
that existed at the time immediately prior to the placement of the Pipeline and Improvements.
4. CONSIDERATION. Grantee shall pay to Grantor the amount as set forth in a
separate letter agreement, upon execution of this Agreement by Grantee.
5. GRANTOR'S RESERVED RIGHTS. Grantor hereby reserves and shall have
the right to use and enjoy the Easement Area, subject to the rights of Grantee. Grantor agrees that
Grantor will not build, create, or construct, or permit to be built, created or constructed, any
obstruction, building, fence, pipeline, reservoir, engineering works or other structures or
improvements over, under, on or across the Easement Area, Pipeline or Improvements that
unreasonably interferes with the rights granted to Grantee hereunder without the prior written
consent of Grantee, which consent shall not be unreasonably withheld.
6. ASSIGNMENT; COVENANT RUNNING WITH THE LAND. The rights
granted herein may be assigned by Grantee, in whole or in part, without the written consent of
Grantor. The terms, conditions, and provisions of this Agreement are a covenant running with the
land and shall extend to and be binding upon the successors and assigns of Grantor and of Grantee.
2
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 3 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
7. CHOICE OF LAW. This Agreement is governed by Colorado law. If any term or
provision of this Agreement or the application thereof to any person or circumstance shall, to any
extent, be invalid or unenforceable, the remainder of this Agreement shall remain valid and
enforceable to the fullest extent permitted by law.
8. NOTICE. All notices, demands, acceptances and approvals required hereunder
shall be in writing and served by traceable commercial courier or U.S. Mail delivery, to the address
shown above, until notification of a change of address.
9. AMENDMENT AND RECORDING. This Agreement shall be recorded in the
real property records of Larimer County, Colorado. This Agreement embodies the entire
agreement and understanding between the Parties, and supersedes any prior oral or written
agreements relating to this transaction. Nothing contained herein shall be deemed to have
otherwise affected any rights with respect to the prescriptive easement referenced in the recitals
hereof. No alteration, amendment, modification or termination of this Agreement or any portion
thereof shall be valid or binding unless it is in writing and signed by the Parties, dated subsequent
to the date of this Agreement. Any such instruments must be recorded, in the real property records
of Larimer County, Colorado, to be effective, valid and binding.
10. BREACH AND WAIVER. No waiver of any breach, term or condition of this
Agreement by any Party shall constitute a subsequent waiver of the same or any other breach, term
or condition. If either Grantor or Grantee takes legal action against the other in order to enforce
or interpret the terms of this Agreement, or as a result of any breach of this agreement, the Party
in whose favor final judgment is entered shall be entitled to recover from the other Party its
reasonable legal expenses incurred in the preparation, prosecution, or appeal thereof, including
litigation costs and reasonable attorney fees.
11. COUNTERPARTS AND AUTHORITY. This Agreement may be executed in
counterparts, each of which shall be deemed an original, but all of which together shall constitute
one and the same document. Each signatory to this Agreement covenants and warrants that he or
she has full power and lawful authority to bind that respective Party to this Agreement.
[SIGNATURES FOLLOW ON NEXT PAGE]
�
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 4 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
Signed this �a day of September, 2022.
GRANTOR:
Sharon M. Gillette
4 �j� �
.. > � . .�� f�^°'F'��
STATE OF COLORADO
COUNTY OF � r l� e�
)
) ss.
)
The foregoing instrument was acknowledged before me this ��'�" day of September, 2022, by
I�qr �n n1l ; Ilt } f� , for Grantor.
Witness my hand and official sea1.
ary Public
My commission expires: �� � aZ � /_ ?�02-�1 .
L.l1KA5 RA� �RI?L,AK
NOT'ARY Pll�fLlG
�TATE OF CqLORADO
NOTARY ID 20204003080
MY COMMISSION FXPIRES JANUARY 23, 2024
4
dR7F_Q19d_riR1d �i 7
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 5 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
GRANTEE:
HF2M, INC.
By:
em�.�-,�
Its: �,�` , � � ���
STATE OF ��,�'ii`�'�C�
COUNTY OF �r����'�
T f�r���i instr�m�nfi wa ��knowi����d
.��' � G
)
) ss.
)
-��� ` � �
befare me this �� d�y of =, 2022, by
� � ; a rantee.
. f '�
Witness m hand and official seaL �� �� f�°`yLP.
Y 1
Nca Public
My commission expires: �� �� ��-� . `�
JANELLE KECHTER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19894014487
MY COMMISSION EXPIRES November 14, 2025
5
dR75_019d_5R1d u 7
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 6 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
SCHEDULE 1
[Grantors Parcel]
A PARCEL OF LAND SITUATE IN THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 8
NORTH, RANGE 68 WEST OF THE 6TH P.M., LARIMER COUNTY, COLORADO, AND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
CONSIDERING THE SOUTH LINE OF SAID SOUTHEAST 1/4, AS BEARING S 89"54'04"E,
AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO: BEGINNING
AT THE SOUTH 1/4 CORNER OF SAID SECTION 17, THENCE ALONG THE NORTH-
SOUTH CENTER LINE N 00°03'36" E, A DISTANCE OF 1059.93 FEET; THENCE S 89°56'24"
E, A DISTANCE OF 60.00 FEET; THENCE S 88°50'02" E, A DISTANCE OF 1432.00 FEET,
THENCE S 20°55'25" W, A DISTANCE OF 250.00 FEET; THENCE S 03°51'29" W, A
DISTANCE OF 85.46 FEET; THENCE S 10°48'11" E, A DISTANCE OF 227.71 FEET;
THENCE S 08°35'11" E, A DISTANCE OF 204.33 FEET, THENCE S 24°52'49" E, A
DISTANCE OF 318.57 FEET, MORE OR LESS TO THE SOUTH SECTION L1NE OF SAID
SOUTHEAST 1/4; THENCE ALONG SAID SECTION LINE N89°54'04" W, A DISTANCE OF
1605.00 FEET TO THE TRUE PO1NT OF BEGINNING, COUNTY OF LARIMER, STATE OF
COLORADO.
EXCEPT ANY PORTION DESCRIBED BY DEED OF DEDICATION RECORDED
OCTOBER 20, 1998 AT RECEPTION NO. 98091136 AND AUGUST 18, 2003 AT RECEPTION
NO. 20030104959.
6
dR75_Q19d_SR1d v 7
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 7 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
EXHIBIT A
[Easement Area]
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 8 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
EXHIBIT A
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 17, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH
PRINCIPAL MERIDIAN, COUNTY OF LARIMER, STATE OF COLORADO AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BASIS OF BEARINGS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF
SAID SECTION 17, WHICH IS ASSUMED TO BEAR N89°42'37"W.
COMMENCING AT THE NORTHEAST CORNER OF SECTION 20;
THENCE S00°11'10"W A DISTANCE OF 2,627.34 FEET TO SOUTH QUARTER CORNER OF SAID SECTION 17
AND THE POINT OF BEGINNING;
THENCE N 0�11'11" E A DISTANCE OF 649.36 FEET;
THENCE N 22°19'58" E A DISTANCE OF 109.90 FEET;
THENCE N 33°15'43" E A DISTANCE OF 82.39 FEET;
THENCE N 44°57'S9" E A DISTANCE OF 44.63 FEET;
THENCE N 82°00'10" E A DISTANCE OF 49.81 FEET;
THENCE S 44°57'59" W A DISTANCE OF 81.31 FEET;
THENCE S 33�15'43" W A DISTANCE OF 76.44 FEET;
THENCE S 22°19'S8" W A DISTANCE OF 101.20 FEET;
THENCE S 0°11'06" W A DISTANCE OF 643.51 FEET;
THENCE N 89�42'09" W A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING;
SAID PARCEL CONTAINS 26,827 SQUARE FEET MORE OR LESS.
E�IIBIT A
DAIE AUGUST 31, 2022
JOB N0. 7230.0000.00
SHEET 1 OF 2
TST. INC. CONSULTING ENGINEERS
�." a
. .. 4�� i ...
%� *Idp� WOK $II�G i�
RECEPTION #20220057160, 9/19/2022 1:08:44 PM, 9 of 9, $53.00 Electronically Recorded
Angela Myers, Clerk & Recorder, Larimer County, CO
//
/
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LOT LINES
SHOWN FOR
REFERENCE ONLY �
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SOUTH QUARTER CORNER
SECTION 17, T.B.N., R.68W.
POINT OF BEGINNING
/
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LJNE TABLE
LJNE LENGTH DIREC710N
L1 649.38 NO'11'11'E
L2 109.90 N22'19'S8"E
L3 82.39 N33'15'�3"E
L4 44.83 N44'S7'S9"E
L5 49.81 N82�00'10"E
L8 81.31 S44'Si59"W
L7 78.44 S33'15'43"W
L8 101.20 S22"19'S8"W
L9 8,.3.51 SO'11'06"W
L10 30.00 N89'42'09'W
NORTHEAST CORNER
SECTION 20� T.B.N.� R.68W.
POINT OF COMMENCEMENT
� ������
BASIS OF BEARING
N�'�'4�`37"W 2627�34'
L10
, �� � a
acale 1�=100'
I
I
I
EXHIBIT A
DA7E: AUGUST 31. 2022
JOB N0.1230.0000.00
SHEET 2 OF 2
TST, INC. CONSULTING ENGINE
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APPENDIX D
Pump Station
CONCRETE SUPPOF
PIPE SEE STRI
31(S2)
RAW WATER INTAKE SCREEP
SEE DETAIL TO THE RIG
�
100-YR WSEL = 5001.00'
NON-POT HIGH WATER LEVEL = 4998.75'
1 DAY DRAW DOWN = 4997.83'
2 DAY DRAW DOWN = 4996.92'
3 DAY DRAW DOWN = 4996.00'
LOW WSEL = 4986.67'
NORMAL BOTTOM OF POND ELEV = 4987.00'��
ROCK BERM TO PROTECT INTAKE�
PIPE, SEE DETAIL BELOW
BOTTOM OF POND ELEV = 4982.00'
PLAN VIEW DETAI�
TRAFFIC BOLLARDS (X2)
4" SCHEDULE 80 PVC PUMP SKID
FILTER BACKWASH LINE
0.5% MINIMUM SLOPE
4:1 PROPOSED RESERVOIR SLOPE
4" SCHEDULE 80 PVC PUMP
SUCTION SCREEN BACKWASH LINE
4.75' STACKED STONE WALL.
SEE DETAIL SHEET 24 8.00'
�
4:1 PROPOSED RESERVOIR SLOPE-,
i�
�
�
0
0
�
13.00'
154.00'
36" BUTTERFLY VALVE W/ CLAM SHELL
ROMAC AND TURNING VALVE STEM RISER
WITH WHEEL FOR ABOVE GROUND ACCESS
ZRIGATION LINE FOR PARKS DEPARTMENT
OIL INTERCEPTOR, SEE SHEET 24 FOR DETAIL
VARIABLE SPEED VERTICAL TURBINE PUMPS
► STUB FOR FUTURE PSD CONNECTION
ED ROOM FOR FERTIGATION SYSTEM
PIPE SLOPES THROUGH THE BUILDING SLAB TO
' DEPTH AND OUTLET BENEATH THE BUILDING
TION (SEE CROSS SECTION A-A FOR DETAILS)
PERSONNEL DOOR
FERTIGATION ROOM
CONTROL CABINET
A/C UNIT
ROOF HATCH FOR PUMP
MAINTENANCE
PERSONNEL DOOR
4 • • a . ' a
e
. 'a . • . . �.. a . e
FUTURE PARKS DEPARTMENT PUMP HOUSE
BUILDING. (DESIGNED BY OTHERS)
WET WELL COVER TO PROTECT
I
-------------------------------- AGAINST WEATHERING, SEE
ACCESS HATCH, RAILING AND LADDER, SEE STRUCTURAL PLANS SHEET 35(S6)
STRUCTURAL PLANS SHEET 35(S6) FOR DETAILS i
i PARKS DEPARTMENT WET WELL
--------------------------- ---- �j
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Z-PIPE CONNECTION TO 18" �
OUTLET PIPE
100-YR WSEL = 5001.00'
HIGH WSEL = 4998.75'
1 DAY DRAW DOWN = 4997.83'
2 DAY DRAW DOWN = 4996.92'
3 DAY DRAW DOWN = 4996.00'
LOW WSEL = 4986.67'
I FUTURE IRRIGATION LINE FOR PARKS DEPARTMENT
36" PVC INTAKE PIPE
INVERT ELEV = 4983.67'
18" OUTLET PIPE
14" Z-PIPE, SEE DETAIL TO THE RIGHT
14"� PIPE PENETRATION THROUGH FLOOR
AIR RELEASE BALL VALVE
REMOVEABLE ROOF OPENING ABOVE PUMP SKID
PUMP SKID
PERSONNEL DOOR
100-YR WSEL = 5001.00'
NON-POT HIGH WATER LEVEL = 4998.75'
` 1 DAY DRAW DOWN = 4997.83'
o�.w i� 2 DAY DRAW DOWN = 4996.92'
N:: 3 DAY DRAW DOWN = 4996.00'
�
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LOW WSEL = 4986.67'
CR OSS- SECT ON A- A, WET WELL AN D I N TAK E D ETAI L
18" MECHANICAL JOINT
CONNECl10N — Z—PIPE
14"X14" Z—�IPE W/14"X18" CONNECTION
..
0
YARDNEY CW3500 INLET SCREEN
1-1/2" FLUSH INTAKE
��
8' �11"Qs
1'-7"
—�----- ---- --
�---------- ----- --
0 ��_�»
7'-4" i
,4•
POND BOTTOM = 4982.00'
ROCK BERM PROTECTION FOR INTAKE P PE
Z
NORMAL POND BOTTOM = 4987.00'
2.00'
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4.75' 25' OF 24" INTAKE PIPE
DIMENSIONS FOR BOTH WET WELLS
(6.0'X15.0'X21.5'), SEE STRUCTURAL PLANS -
SHEETS 31-33(S2-S4) FOR DETAILS
ADD LADDER RUNGS TO PARKS
� . DEPARTMENT WET WELL WALL
o d.
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a • a
CROSS-SECTION B-B DETAI�
36"X18" REDUCER
18"X18" TEE
1.25' LENGTH SECTION 18" PIPE CONNECTING
PUMP SCREEN TO 18"X18" TEE (X2)
MINIMUM 3' RADIUS
BETWEEN PUMP SCREENS
YARDNEY CW3500 CLEARWATER� '7•50'' i3.00'
SELF-CLEANING SUCTION SCREENS (X2)
24" INTAKE PIPE & PLUG FOR
PARKS DEPARTMENT WET WELL
24" BUTTERFLY VALVE
CONCRETE SUPPORTS, SEE STRUCTURAL
PLANS SHEETS 31(S2) & 34(S5) FOR DETAILS
RAW WATER INTAKE DETAIL
��,_0„
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14"X14" Z—PIPE W 14"X18" CONNEC110N
DRAWN BY: MJH DATE: 9 19 20 iLE:
CHECKm BY:--- DATE: 00 00 0 MONTAVA NON POT PUMP STATOIN
7HIS DRAN7NG AND DESIGN, IS 7HE �-7C-100X5/7.SSTV-480-3-4888-175
PROPERTY OF WAlER7RONICS AND IS
NOT TO BE REPRODUCED IN WHOIF OR �wqTERTRONICS
PART, NOR E]APLOYED FOR ANY
PURPOSE
___ ___ OTHER THAN SPEqFlCALLY PFRMITiED SCALE: NTS SHEET 4 OF 4 SHEETS
IN
WRITING BY WAIER7RONICS. JOB NO.: -- DRAWING N0. pRVT1285:
TO RE7URN ON DE]AAND
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CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0005.00
SCALE
N.T.S.
DATE
NOVEMBER 2023
SHEET
23 of 39
13. 00'
Ground Surface
(Slope Varies)
Large setback gravity retaining wall blocks with
93/e inch (230mm) setback (shown) or optional
165/8 inch (422mm) filled trough planter blocks.
Armor stone as specified by local
Professional Engineer to be placed
on non-woven geotextile fabric
Water Surface
(Elevation Vanes)
DRAWN BV:
APPROVEDBY:
DATE:
SHEET:
\ 41" (1030 mm
\
i
41" (7030 mm)
41"(1030 mm)
41"(1030 mm)
�� I 41" (1030 mm)
— — � �
\ �. . -
� �� I
�
� ' ASTM No. 57 drainstone
� to extend at least 12"
� behind wall
(Final depth below and behind
� wall to be determined by local
� Professional Engineer based on
, site specifc conditions)
�
�
�� Non-woven
� geotextile fabric
/
�
� Drain as designed by local
Professional Engineer to meet
u-� I ' site specific requirements
� �
.�������� �J
Blocks to extend below long term scour
depth determined by local Professional
Engineer based on site specific conditions
NOTES:
• Both 9%8" (230mm) and 165/8" (422mm) (with filled trough) setback blocks could be considered for seawall applications
• Use ASTM No. 57 stone (or as specified by local Professional Engineer) to infill between blocks.
• Maximum wall height charts are not provided for walls in water applications due to the variety of site-specific variables.
Contact your local Professional Engineer for specific details and final design.
• Walls may require geogrid reinforcement. Refer to final engineering plans.
SEAWALL WITH LARGE SETBAC�K BLOCKS - CONCEPTUAL SECTION
JRJ
JRJ
23MAR2016
1 of 1
orcement as Keqwrea
ite Specific Design
I I� {I I � Footing Size and
I II II I Dimensions per Site
�u Specific Design
OPTIONAL CONCRETE FOOTING
(NO SCALE)
TITLE:
Conceptual Seawall Detail RED��O���
Large Setback Blocks 05481US31SOUTH,CHARLEVOIX,MI49720
FILE�. (866) 222-8400 ea13010 • enginearing@redbrock.com
2 Conceptual Seawall Detail - Large Setback 032316.dwg www.redi-rock.wm
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MANH❑LE C❑VER
2 IN. /
WATER ��� +
LEVEL `'
8 IN,
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: 6 IN,
� 12 IN, i
6 IN,
IN, VENT
� 2 IN, MIN.
PIPE ❑,D.+IN,
24 IN, DIA, MIN,
6 IN,
1
R❑❑F LINE
� J❑IN VENTS 1 IN. AB�VE GRADE
CLEAN❑UT T❑ GRADE
L❑NG SWEEP WYE
14�IN.
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8 IN,
SECTI�N VIEW
N❑TES�
1, ALL PIPE AND FITTINGS T❑ BE CAST IR❑N,
MINIMUM 3 INCH DIAMETER,
2 SEC❑NDARY C�MPARTMENT HAS V❑LUME EQUAL
T❑ 1/3 �F T❑TAL CAPACITY, WATER DIMENSIONS
3, WALLS AND B❑TTOM REINF❑RCED THR❑UGH❑UT WITH CAPACITY TWO C❑MPARTMENT TANK
2 X 16 6/10 REMESH, CAPPR❑X) (INCHES)
4, C�VERS T❑ BE REINF❑RCED L❑NGITUDINALLY WITH N❑, 6 GALL❑NS A B C D E F
REBAR ❑N 6 IN, CENTERS, N0, 4 REBAR ❑N 6 IN, CENTERS 320 48 7z 22 30 44 24
WIDTHWISE, AND N�. 8 REBAR DIAG❑NALLY AR❑UND
ACCESS H�LES. 500 48 72 36 46 44 58
5, CLEAN ❑UT SHALL BE IR�N B❑DY FERRULE, 780 48 96 40 46 62 20
6, VENT PIPE SHALL BE CAST IR❑N T❑ A P❑INT 6 INCHES 1060 72 102 34 42 56 30
AB❑VE GR❑UND.
7, CHECK WITH SUPPLIER F�R EXACT DIMENIONS,
TYPE A SAND & OIL INTERCEPTOR
Cityof SEWER CONSTRUCTION APPROVED:
F'��� �O��I�`� DETAILS DATE: 02/05/04
DRAWN BY: NBJ
DETAIL
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�OUND LEVEL
CONCRETE
N OTE:
THE GAUGE SHALL BE CONSTRUCTED OF PRESSURE TREATED
SQUARE POSTS MEASURING 6"x8" WITH BOTH 8" SIDES ROUTED
WITH 6" NUMBERS AND GAUGING MARKS. THE ROUTED MARKINGS
AND NUMBERS SHALL BE PAINTED WITH WHITE WATERPROOF
PAINT. THE POST SHALL BE ONE FOOT TALLER THAN THE
MAXIMUM DEPTH OF THE POND. THE POST SHAL� BE EMBEDDED
IN CONCRETE WITH A DIMENSION OF 16"x14"x3' IN DEPTH. THE
GAUGE SHALL BE PLACED NEAR THE DEEPEST AREA OF THE POND,
AND SHALL BE POSITIONED SO THAT IT CAN BE READ FROM THE
NEAREST POINT OF PUBLIC ACCESS. THE PONDING DEPTH SHALL
BE REFERENCED TO THE DEEPEST POINT OF THE POND.
DETENTION POND DEPTH GAUGE
N.T.S.
DETENTION POND DEPTH GAUGE
CITY OF
�� . FORT COLI.INS STORMWATER APPROVED:
�,��� C�l�ns UTILITIES DATE: 2/18/05
� `, Fox�r coia.u�rs, co. CONSTRUCTION DETAILS
(a7o) 22i-e7oo DRAWN BY: TDC
EX.
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I N V OU T= 5026. 07
• �t.�.� .. .
SECTION 6-6
Three � Precast Transformer Pad (75 -1000 kVA)
1�. 50
DETAIL
D-31
EX.
6
10"
�2 Ton (minimum) P-52 Swift
� Lift Anchors Galvanized
4-3/4" (4x)
�
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6" I � — - �
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(2) Add'I #
rebar each
side of
opening
#6 rebar 12" O.C.E.W. centered in pad (showing general layout)
� 6�� �
1/2" Glass Reinforced Insert
(4x)
Use P-51 Swift Lift Lifting Eye •
----------- - ----------- 6� -
Front of pad
Pulling angles to remain within range of 90°-120° as shown
When lifting, personnel shall always utilize all four (4) lifting eyes
MATERIAL REQUIREMENTS
• Dimensions Shall be 84"x73"x6"
• Concrete shall have a minimum fire rating of 3 hours as well as moderate to exceptional sulfate resistance
• Type III Concrete with 3/4" aggregate and minimum compressive strength of 4,500 psi
• Reinforcing #6 rebar steel shall have a minimum steel strength of 60,000 psi (Grade 60)
• To assure proper quality control and supervision, concrete pads shall be produced at a National Precast Concrete Association
(NPCA) certified manufacturing plant. The manufacturer shall comply with the requirements set by the NPCA's Qualiry Control
Manual for Precast Concrete Plants.
INSTALLATION & CONSTRUCTION REQUIREMENTS
Space requirements for transformer pads will generaly be 9' x 12'. Factors to be considered in locating the pad include the following.
• ACCESSIBILITY - The transformer pad shall be accessible to line boom trucks equipped for the installation and removal of
heavy transformers. Such accessibility shall not require intrusion on adjacent property.
• PROXIMITY OF BUILDINGS, WALLS, BARRIERS, AND/OR OVERHANGS -
In addition to the clearances required for installation and removal of transformers, the
minimum clearance in front of the transformer pad shall be eight (8) feet and the
minimum clearance from all other sides shall be three (3) feet for 750 kVA transformers p�t ^_,,.� Material
and four (4) feet for 1000 kVA transformers. If the building has an overhang, clearance ��� Specification
to the edge of the transformer pad shall be measured horizontally from the outer edge Light 8 Power
of the overhang.
Date: 03/0512019 Rev No: 07
• CODES AND STANDARDS - In addition to the above, the installation shall Update By: K Coldsnow Appr: •-• -
conform to the current National Electric Code (NEC) as well as current federal, precast Three � Transformer Pad Design:
state, and local standards as outlined in Fort Collins' Electric Service Standards (ESS). �5-�00o kvn
Specification No: 368-400 Serial No: 02 /
S E CT I O N A-A
EX.
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SPLITTER STRUCTURE NOTES:
- SPL TTER STRUCTURE TO HAVE GALVANIZED GRATE
O VE R TH E TO P
GRATE SHALL HAVE A HATCH OPENING AND STEPS
FOR ACCESS
D MENS ONS SHOWN ARE INSIDE OF STRUCTURE
- METERS/GATES: 2 EA - RUBICON P KOMETER SHOWN
(MODEL PM-450-1800)
SPLITTER STRUCTURE DETAIL
(SEE STRUCTURAL PLANS SHEETS 36-37(S7-S8))
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
BEDDING ZONE
GRANULAR MATERIAL
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INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
�
4 IN. MIN.
# INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
NOTE:
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
C1TY OF FORT COLI.INS '' Tcr�.e ae nrsn�rrc
���.y}��^ UTILITIES - IYATER I y►�ATER MAIN BEDDING
1 ` �.►V���ns' FIELD OPERATIONS I
/�ry� P.O. BOX 580 REQUIREMENTS (DIP & PVC)
, ` FORT COLLINS, C0. 80550
(970) 221-6700
3X3
ACCESS
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CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0005.00
SCALE
N.T.S.
DATE
NOVEMBER 2023
SHEET
24 of 39
14"
16"
I�
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SECTION C-C "" " "" - `"'L". "
I�TER FILTRATION SYSTEMS
The Yardney Pump
Suction Screen is
designed to filter larger
contaminants on the
intake piping to allow other
equipment such as pumps
or primary filtration units
to run smoothly without
clogging. Our self-cleaning
screen is designed to
continuously remove trash
and debris from water
sources saving you time,
fuel and maintenance
costs. Pump Suction
Screens can be used for
agricultural, turf, industrial,
centrifugal or turbine
pump applications.
Pump Suction
Screens
Self-Cleaning
Intake
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.�ppl�cations
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■ Prevention of large foreign
�>odies of debris from entering
;�ump intake piping
■ �5-65 psi standard
�perating pressure
:��vantages
■ �recision internal spray bars
y�ontinually rotate and blast
�9ebris away from the screen
■ �'�o exterior moving parts
���at can foul and cause water
��lockage issues
■ I-�ousing utilizes a removable and
eplaceable stainless steel screen
cCrum saving on repair costs
■ Galvanized pump suction
screen body
■ Heavy gauge stainless steel
�esh screen for increased
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■ Flow ranges from 325 gpm
■ Can be used with virtually any
water source to target the
removal of larger debris—organic
or inorganic
■ Can be installed at any
angle without the operation
being affected
■ Meets many state and federal
standards requiring pre-
screening of pump intakes
■ Standard with a
flanged connection
■ Improves primary filter
downstream of pump by
reducing the contaminant and
loading concentration
■ Made in USA
��- -.� "� ";��T -
Pump Suction Screens
Specifications
Standard assembly
includes:
■ Galvanized carbon
steel housing
■ Stainless steel filter mesh
■ Internally rotating
spray bars for
contaminant removal
■ Y strainer—essential on the
water jet supply line
Available options:
■ Sealed bearing
■ Stainless steel housing
❑UTLET �
CW 100 200 45 40 - 60
CW 200 325 74 40 - 60
CW 400 550 125 40 - 60
CW 600 750 170 40 - 60
CW 800 950 216 40 - 60
CW 1000 1350 307 40 - 60
CW 1400 1550 352 40 - 60
CW 1700 1800 409 40 - 60
CW 2000 2100 477 40 - 60
CW 2400 2600 591 40 - 65
CW 3000 3000 682 40 - 65
CW 3500 3500 795 40 - 65
CW 4000 4000 909 40 - 65
N/A
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
40 - 100
12
20
20
20
20
28
28
28
36
36
44
44
44
9��
11"
is��
16"
is��
23"
26"
28"
32"
35"
40"
40"
40"
19 1/2"
25"
28 3/4"
32 1/2"
34 1/2"
39 1/2"
42 1/2"
44 1/2"
48 1/2"
52 1/2"
57 1/2"
59 1/2"
63 1/2"
12"
16"
16"
24"
24"
24"
24"
26"
26"
30"
30"
36"
42"
3" 1/2"
4" 1 1/2"
6" 1 1/2"
$�� l l�Z��
10" 1 1/2"
10" 1 1/2"
12" 1 1/2"
12" 1 1/2"
14" 1 1/2"
16" 1 1/2"
16" 1 1/2"
18" 1 1/2"
18�� i l�z"
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Made in USA
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Phone: 951.656.6716 �rdney
Toll-Free: 800.854.4788
WATER FILTRATION SYSTEMS
Fax: 951.656.3867
�nfo�yardney�;�ters.cor� www.yardneyfilters.com
APPENDIX E
Groundwater Wells & Vaults
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JOTE: SEE SHEET 18 FOR LOCATIONS
:QUIRED FOR
UVER &
)NTAVA WEST
1ND WELLS ONLY
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CONSTRUCTION NOTES
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8" DIA. DIP SPOOL, FLG X MJ
8" BURIED MJ GATE VALVE W/ VALVE BOX
3' TALL POST FOR TRACER WIRE TEST STATION
8" DIA. SPOOL, FLG X PE
WALL SLEEVE W/ LINK SEAL
STAINLESS STEEL PIPE SUPPORT
8" ModMAG METER M2000 (FLANGED) OR APPROVED
EQUAL. METER SHALL BE INSTALLED PER
MANUFACTURER SPECIFICATIONS.
8" CHECK VALVE
8" Y—STRAINER
8" DIA SPOOL FLG X MJ, 2" NIPPLE TAP W/ BALL
VALVE, 2" NIPPLE TAP WITH PLUG, TAP FOR
TRANSDUCER
11 3'-0" X 3'-0" VAULT DOOR. BILCO TYPE E-40,
SINGLE LEAF ROOF SCUTTLE WITH BILCO BIL—GUARD
2.0 SAFEfY RAILING SYSTEM. LADDER TO BE PROVIDED
WITH BILCO LU2 LADDER UP SAFETY POST. A SECURITY
CYLINDER LOCK SHALL ALSO BE PROVIDED .
12 1' X 1' X 1' (H) SUMP PIT W/ GRATED COVER, SUMP
PIT TO INCLUDE SUMP PUMP. SUMP PUMP DISCHARGE
LINE SHALL BE A 2" DIAMETER SCHEDULE 80 PVC PIPE,
CONNECT TO 2" DRAIN LINE THAT DISCHARGES AT
FINISHED GRADE NEXT TO VAULT.
13
14
15
16
17
6" DIA. VENT PIPING (GALVANIZED STEEL).
2" HOLE FOR SUMP DISCHARGE. DISCHARGE LINE TO FOLLOW
8" PVC LINE IN COMMON TRENCH. DAYLIGHT INTO POND.
2— 2" HOLES FOR ELECTRIC POWER AND TELEMETRY
ELECTRIC & TELEMETRY PANELS (SEE ELECTRIC PLAN)
TRANSDUCER & PRESSURE GAUGE
� g DEHUMIDIFIER SHALL BE INSTALLED 2' FROM VAULT FLOOR.
A MIMIMUM Y2" HOSE SHALL BE INSTALLED FROM DEHUMIDIFIER
TO SUMP PIT.
� g 8' X 15' X 8' (H) CONCRETE VAULT — CONTRACTOR SHALL
PROVIDE STRUCTURAL DESIGN & SHOP DRAWINGS FOR VAULT,
HS-20 LOADING, WATERTIGHT JOINTS AND FLOOR SLOPED
Ys"/1' TO SUMP PIT.
�p ACCESS LADDER
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2" THICK (MIN.) INSULATION BOARD
8" PVC PIPE (C900)
8" BARREL COUPLING
6" MINIMUM CONCRETE FILLED BOLLARD, 3' MIN. BURY (TYPICAL)
�5 8" 90' MJ BEND (ONLY REQUIRED ON KLUVER & MONTAVA
WEST POND WELLS)
NOTES�
1. VAULT PIPING SHALL BE CL151 D.I.P OR BETTER
2. ALL FITTINGS, VALVES, AND JOINTS SHALL HAVE
MECHANICALLY RESTRAINED JOINTS
3. MIN. 2' OF PVC PIPE EXTENDING INTO VAULT.
4. ALL VALVES TO BE OPEN RIGHT
5. SEE ELECTRICAL PLAN FOR INTERIOR VAULT LIGHTING,
SWITCHES, OUTLETS, PANELS, ETC (BY OTHERS UNDER
SEPARATE COVER).
6. ALL PIPING OUTSIDE OF VAULT TO HAVE TRACER WIRE.
7. SEE GRADING PLAN (SHEET 4-5 ) FOR EARTHWORK
AROUND VAULTS.
8. LIGHTING FOR VAULTS TO BE PART OF ELECTRICAL
PLAN.
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TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
J08 N0.
1230.0005.00
SCALE
1" = 1.5'
DATE
NOVEMBER 2023
Montava - West
Vault Elevations & Pump Rates
Well Name Finished Top of Vault
GradeatVault
Portner Well: 5010.95 5011.45
No. 1
Portner Well: 5010.45 5010.95
No. 2
Kluver PS 1: 5003.49 5003.99
Well No. 1
Kluver PS 1: 5003.20 5003.70
Well No. 2
MONTAVA
W EST PO N D 5004.00 5004.50
WELL
SHEET
29 of 39
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APPENDIX F
Meters & Gates
Overview
The PikoMeter is an integrated service point gate and meter that enables you to
remotely deliver precisely-measured quantities of water.
Users can order their water online or over the phone, and the PikoMeter will
automatically open and dose at the right time to deliver the water. The PlkoMeter's
control gate modulates to maintain a pre set flow rate, even with fluctuating channel
water levels.
Sonaray'"' flow measurement technology uniquely enables the meter and control
gate to be integrated into a single device.This means installation and maintenai�ce
costs are lower, while measuring with unrivalled accuracy in harsh conditions.
The all-in-one design means everything — drive system, motor control, flow
measurement, power supply, local control keypad and telemetry — functions as a
single unit.There are no installation problems or incompatibilities, it simply works.
Plus the option of integrated ultrasonic water level measurement enables the meter
to measure even when partially-full.
And no matter where you are, with a smartphone and SCADAConnectT"" software
you can open and dose the gate, read the meter, check historical data and monitor
realtime perfonnance.
The PikoMeter's built-in software provides the following control possibilities:
Local Position Moves to a desired set polnt and stays there
Flow Maintains a constant flow rate regardless of channel levels
A TCCT'" product
The PikoMeter is one of the products making up a modular family of precision
hardware and software called TCC (Total Channel Control�"').TCC is an advanced
technology set designed to improve the management and productivity of water in
open channel and gravity pipeline distribution. Unlike traditional infrastructure,
TCC products can interact and work together to help managers improve:
• water availability
� service and equity to users
� management and control
• channel operator safety
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Features
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• Sonaray'"" flow measurement accuracy of±2.5%'
• Solar-charged battery system
• Compact, lightweight construction for easy installation
• Integrated SCADA communication system
An ideal solution for...
Channel to pipe applications
Cost-effective metering at smaller supply points
Farm supply points in remote locations
Measuring very low flow rates
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meter entry and
exit not necessary
Control Pedestal
Each PikoMeter installation indudes a robust pedestal that
provides power and control to the gate and is a secure,
weather-proof housing for electronic components and
batteries.
The pedestal also serves as a local user interface.
A keypad and LCD display are located under the lockable �
lid, allowing farmers to monitor, or operators to control
and troubleshoot on-site.
Remote management
The PikoMeter can be managed remotely with Rubicon's
SCADAConnect�"" software or third-party SCADA systems.
Authorised users can remotely view real-time and historical
flow information and configure alarms that can be sent via
text message to nominated phones.
Low maintenance
The PikoMeter requires minimal maintenance.
Comprehensive error detection and on-site diagnostics
are built into the meter software. Factory pre calibrated,
its digital measurement does not drift or require periodic
recalibration to maintain accuracy.
• High quality components designed for long-life
• Built-in on-site diagnostic software and remote alerts
• Control and meter components easily accessible for visual
inspection
Gate control technology
The PikoMeter features CableDrive"", Rubicon's actuation
system proven over many years in thousands of devices.
The drive is a wire cable and drum mechanism that
provides positive drive in both the raise and lower
directions. It ensures precise gate positioning to within
05mm and repeatability under high duty cyde operation.
PikoMeter�"" components
Control Pedestal 1 1 Lifting hooks
1 Antenna 12 Motorand encoder
2 Solar panel 13 Planetary gear box
3 Hinged mast 14 Encoder
4 Secure controller
housing 15 CableDrive assembly
with LCD display 16 Cable drum
IV7eterJcontrol unit 17 Cable guide
5 Entry flare
6 Sonaray sensors
7 CableDrive
8 Control gate
9 Motor housing
10 External frame
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Sonaray'"" flow measurement
technology
The PikoMeter employs Rubicon's Sonaray cross-
path ultrasonic flow measurement technology.
Twenty transducers across five planes send and
receive ultrasonic pulses to determine velocity by
measuring the transit time taken for the pulses to
travel between transducers.
Cross-path measurement means that the control
gate can be located directly downstream from the
measurement area without affecting accuracy.
The PikoMeter has an additional transducer to
determine whether or not the measurement
cylinder is full.
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Control Pedestal Meter/control unit
Easy to install
PikoMeters are designed to mount to existing headwall structures
as well as purpose buil[ emplacements, significantly reducing costs
associated with civil work.
• Installed and operational in two days during irrigation or off-season
• Factory calibrated and pre-configured
Partially-full flow
measurement
A MicronLevel'"" ultrasonic water communication
level sensor can be optioned cable plug-in
to provide a precise measure
of channel water levels, plus it Water-tight zone
enables the PikoMeter to measure
flow even when not completely
full. The MicronLevel sits within the self-calibrating
reference ,
internal frame, or alternatively a
long-range MicronLevel Air sensor Vented airescape •
can be externally mounted nearby.
Accurate flow
measurement
Extensive independent laboratory
and field testing of the ultrasonic
array measurement technique has
shown that accuracy is maintained
in a wide range of conditions:
�Turbulent water
• Obstructions at the meter entry
• Water contaminants
Debris filter
inlet ports
MicronLevel'"' sensor detail
PikoMeter�"" measurement accuracy
(450mm PikoMeter measured under normal operating conditions
relative to ABB Magmaster)
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Flow rate (ML/cp
PikoMeterT"" head loss
(450mm PikoMeter�"' measured in Rubicon's hydraulics laboratory)
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PikoMeter'"' specifications
User interface LCD screen
Data interface RS�32/485, USB, Ethernet, Protocols - DNP3, MDLC, Modbus,TCP/IP,
others
Local interface language English, Spanish, French, Chinese and Italian (metric/imperial units)
Datatags Acomprehensives�toftagsareavailableforintegrationlnto
SCADA systems
Data storage Historical data can be uploaded locally via USB for �ost processing
Control Local or remote via SCADA
Electronics SolarDrive"" power management and control technology housed
ln the local control pedestaL Each unit passes a 1�hr heat pre-stress
and 100°Po fundior�al test.
Gate actuation 12V DC motor with 256 count magnetic encoder; with mechanical
and electrical override provisions
Power supply options 12V DC powered (solar); 120 240V AC powered
Seal performance <0.02 litres/second per lineal metre of seal (exceecls the
American and European standards AWWA C513 & DIN 19569)
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Technique Goss path ultrasonic transit time
Measurement resolution � 00 plcoseconds
Measurement rate 15 seconds
Accuracy '±Z.S%verlfied in Rubicon's hydraulics laboratory underfully
submerged condltions measured between flow ranges of OSM Vd
to 27.SML/d for the PM-450 models and between Flow range of
0.25MVd to 1 Z.OMVd forthe PM-300 models.
Measurement range Accuracy Ilsted above is achieved �t fl�w velocities greater than
30mm per seca�d. Maximum flow capacity is determined by site
hydraulic conditions, but is typically greater than Zm per seconcl.
Consult your Rubicon sales engineer for details.
Sensor quantity Row measurement provided by 20 ultrasonic transducers across 5
planes of inea�urement An additional downward-facing transducer
monitors pipe-full status.
Calibration method Factory pre-calibrated. Simple in-field verification process.
Alarming Meteralanns if w�ter depth falls below minimum required level, when
optional wa[er level sensor is installed.
Technique Ultrasonic
MicronLevel'"" Accuracy OSmm, resolution 0.1 mm, rnaximum range 1400mm
MicronLevel'"'Air �emmmendedfordeeperapplications
'�..6�,�:..s.:�,C,�, _.
Frames Extrudedmarinegradealuminium
Gatepanel Marinegradealuminium
Gateand meterbody Cast aluminium with protective coating
Hardware and shafts Stainless steel
Seals EDPM rubber
Wearstrip PVC
Pressure rating �.4m differential pressure or specified diecking height
(whichever is greater)
Waterlevel sensor Anodised marine grade aluminium and mpolymer acetyl plastic
wlth stalnless sTeel fittings
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Power supply 12V DC self-cont�lned battery charged from solar panel or AC mains
power
Batteries Sealed gel lead acid with temperature sensor (�Syr life, provides -5 days
of operation without solar or mains power input) or optional LiFePO4
Specifications subject to change.
Dimensions and operating ranges
min 425
PM-300-800 800 1397 1846 97
max1075
300 60S 697 337
min 1105
PM-300-1J_00 1200 1797 2246 100
max1475
min 1060
PM-450-1400 1400 1855 2450 117
max 1575
min USO
PM-450-1800 450 ig00 �Sg 2�55 2850 857 550 �z0
max1975
min 2180
PM-450-2400 Z400 2855 3450 125
max 2575
0.25 12.10
0.50 27.50
`Contac[ your Ru61c�n sales engineer [o dlscuss hlyher Ac�w rate requlremen6.The mzximum A�w ra[e �t whkh [he
measuremenT accuracy ls wiihln ±Z.5v8 Is subj�ci io Installaiion hydraulia.
Campleie dimen>ions or addiTional sizes can be obiained by contzc[ing Ru6imn. Consul[aTion wi[h a Rublmn sales
engineer Is rerummended prior to gate sizing. Weights are approxima[e.
Mounting options
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Headwall
Front and side views
E
D
378inm
H
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C G
A Internal meter diameter
B Checking height
C Frame width
D Overall gate heightj
E Fully open height'
F Headwall height
G Length
H External meter flare height
'Dlmension D and E are measured 6om [he elevation ofthz mererFloor (Invert). An additiona195mm dearance Is
required berween the Invert and [he base ofthe headwall [o acmmmodate the PikoMe[er ins[allation r�quirements.
About Rubicon Water
Rubicon Water delivers advanced technology that optimises gravity-fed �
irrigation, providing unprecedented levels of operational efficiency and °
conTrol, increasing water availability and improving farmers' lives.
0
Founded in 1995, Rubicon have more than 35,000 gates and meters �
installed in TCC systems in 15 countries. o
Control box
- E-Seriesk E-Series G2° Ultrasonic Meters
Ultrasonic Flow Meters
Lead-Free Bronze Alloy, 5/8, 5/8 x 3/4, 3/4, 1 inch
DESCRIPTION
The next generation E-Series G2° Ultrasonic meter uses solid-state
technology in a compact, tamper protected, weatherproof and
UV-resistant housing, suitable for residential applications.
Electronic metering provides information—such as rate of flow
and status and alarm indication—and data not typically available
through traditional, mechanical meters and registers. Electronic
metering minimizes measurement errors due to sand, suspended
particles and pressure fluctuations.
Ultrasonic Meter Features
• Flow tube design prevents obstruction of flow, and provides
greater turn-down ratio for extended flow ranges and
increasedrevenue
• No moving parts for increased performance and
maximized revenue
• Easy-to-read, 9-digit LCD display for consumption, rate of
flow, unit of ineasure, pressure, temperature, alarm conditions
(reverse-flow, no usage, empty pipe, exceeding max flow,
suspected leak, pressure*, temperature, end of life and
measurement error) and firmware version
• High resolution industry standard ASCII encoder protocol sends
alarms and data to ORION° endpoints and BEACON° Software
as a Service (SaaS) suite to establish a smart water solution for
better visibility and management
• Pressure* and temperature data and alarms reported at meter
and through ORION endpoints and BEACON SaaS
• Field programmable registration and maintains an hourly
internal logging capacity of 160 days of data
• Maximum flow reporting analytics available to improve meter
right sizing and monitor irrigation events
• Single and dual outputs include encoder, scaled/unscaled and
4-20 mA
*available with optional integrated pressure sensor
OPERATION AND PERFORMANCE
As water flows into the measuring tube, ultrasonic signals are sent
consecutively in forward and reverse directions of flow. Velocity
is then determined by measuring the time difference between
the measurement in the forward and reverse directions.Total
volume is calculated from the measured flow velocity using water
temperature and pipe diameter.
Badger Meter
ESM-DS-03096-EN-07 (February 2023)
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The LCD screen toggles to total volume, unit of ineasure,
rate of flow, pressure*, temperature, firmware and alarm
conditions (reverse-flow, no usage, empty pipe, exceeding max
flow, suspected leak, pressure*, temperature, end of life and
measurement error).
When connected to ORION endpoints, both the pressure and
temperature information are communicated to and presented in
BEACON, helping utilities understand and proactively manage their
water systems faster and more efficiently.
In the normal temperature range of 45...122° F(7...50° C), the
"new meter" consumption measurement is accurate to:
•±1.5% over the normal flow range
•±3.0% from the extended low flow range to the minimum
flow value
*available with optional integrated pressure sensor
APPLICATIONS
Use the E-Series Ultrasonic meter for measuring potable cold water
in residential applications.The meter is also ideal for non-potable,
reclaimed irrigation water applications, or less than optimum water
conditions where small particles exist.
E-Series Ultrasonic meters meet and exceed ANSI/AWWA C715
Standards.The lead-free bronze alloy meters comply with the
lead-free provisions of the Safe Drinking Water Act and
NSF/ANSI/CAN Standards 67 and 372.
� � � � � , ;, . `` �: �
�IVIodMAG� Electromagnetic Flow Meters
M-Series� � Eledromagnetic Flow Meters
M2000
DESCRIPTION
The Badger Meter ModMAG° M2000 is the result of years of
research and field use of electromagnetic flow meter technology.
Based on Faraday's law of induction, these meters can measure
water, wastewater, water-based fluids and other liquids that meet
minimum electrical conductivity.
Designed, developed and manufactured under strict quality
standards, this meter features sophisticated, processor-based
signal conversion with accuracies of ±0.20% of rate ±1 mm/s.
The wide selection of liner and electrode materials helps provide
maximum compatibility and minimum maintenance over a long
operating period.
The meter is best suited for bidirectional flow measurement of
fluids with a conductivity > 5 NS/cm (> 20 µS/cm for demineralized
water). The meter has high accuracy, is easy to use, and can be
chosen for a wide variety of applications. The backlit, four-line
display shows all actual flow measuring data, daily and complete
information, including alarm messages. The standard transmitter
has 4 programmable digital outputs, one digital input, power
output and different interfaces. Integrated system self checkup
makes putting into operation and service easier. For service
purpose, the meter configuration can be kept or transferred to
another meter without a new parametering via the optional
back-up parameter function.
APPLICATION
The M2000 transmitter can be integrally mounted to the sensor or
can be remote-mounted, if necessary and has many advantages
over other conventional technologies. The meter targets a variety
of applications and is well suited for the diverse water and
wastewater treatment industry.The M2000 meter can accurately
measure fluid flow—whether the fluid is water or a highly corrosive
liquid, very viscous, contains a moderate amount of solids, or
requires special handling.Today, electromagnetic meters are
successfully used in industries including building automation,
oil and gas, food and beverage, pharmaceutical, water and
wastewater, and chemical.
STRAIGHT PIPE REQUIREMENTS
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FEATURES
• Available in sizes 0.25...78 in. (6...2000 mm)
• Accuracy of ±0.2% of reading ±1 mm/s
• Flow Range 0.03...12 m/s
• Pulsed DC magnetic field for zero point stability
• Integral and remote signal converter availability
• Power Supply of 100...240V AC / 9...36V DC
Corrosion-resistant liners for long life
• Measurement largely independent of flow profile
• Userfriendly programming procedure
• Empty pipe detection
• Power loss totalization
• Digital signal processor (32-bit)
• Non-volatile programming memory
• LCD display
• Rotating cover
• IP67 Housing
Run sufficient straight-pipe at the sensor inlet and outlet for • Calibrated in state-of-the-art facilities
optimum meter accuracy and performance. An equivalent of 3...7 . Modbus°, HART, Profibus DP, M-Bus, BACnet MS/TP
diameters of straight pipe is required on the inlet (upstream) side . Integrated data logger
to provide a stable flow profile. Two (2) diameters are required on
the outlet (downstream) side. • Verifications device
In applications with limited space, the M2000 can be installed with
zero straight pipe requirements and fulfils the accuracy according
OIML R49 and MID Annex MI-001.
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Badger Meter
MAG-DS-01047-EN-21 (March 2022)
• NSF/ANSI/CAN 61 and 372 listed
• CSA / AWWA O15 certified
• BEACON°/AquaCUE° connectivity
Product Data Sheet
Electromagnetic Flow Meters, M2000
ELECTRODES
When looking from the end of the meter into the inside bore, the two measuring electrodes are positioned at three o'clock and nine o'clock.
M2000 electromagnetic meters have an "empty pipe detection"feature. This is accomplished with a third electrode positioned in the meter
at twelve o'clock.
If this electrode is not covered by fluid for a minimum five-second duration, the meter displays an "empty pipe detection"condition, sends
out an error message, if desired, and stops measuring to maintain accuracy. When the electrode again becomes covered with fluid, the error
message disappears and the meter resumes measuring.
As an option to using grounding rings, a grounding electrode (fourth electrode) can be built into the meter during manufacturing to assure
proper grounding.The position of this electrode is at six o'clock.
OPERATION
The flow meter is a stainless steel tube lined with a non-conductive material. Outside the tube, two DC powered electromagnetic coils
are positioned opposing each other. Perpendicular to these coils, two electrodes are inserted into the flow tube. Energized coils create a
magnetic field across the whole diameter of the pipe.
As a conductive fluid flows through the magnetic field, a voltage is induced across the electrodes. This voltage is proportional to the
average flow velocity of the fluid and is measured by the two electrodes. The M2000 transmitter receives the sensor's analog signal,
amplifies that signal and converts it into digital information. At the processor level, the signal is analyzed through a series of sophisticated
software algorithms. After separating the signal from electrical noise, it is converted into both analog and digital signals that are used to
display rate of flow and totalization.
With no moving parts in the flow stream, there is no pressure lost. Also, accuracy is not affected by temperature, pressure, viscosity or
density and there is practically no maintenance required.
SPECIFICATIONS
NOTE: DN represents nominal diameter in mm.
Transmitter Specifications
Flow Range 0.10...39.4 ft/s (0.03...12 m/s)
Accuracy ±0.20%m.v.± 1 mm/s OIML/MID:2...12 in. (DN50...300) with Od up and Od downstream±1%>_ 0.5 ft/s (0.15 m/s)
Repeatability I±0.1%
Power Supply AC Power Supply: 100...240V AC (±10%); Typical Power: 20V A or 15W; Maximum Power: 26V A or 20W
Optional DC Power Supply: 9...36V DC;Typical Power: 10W; Maximum Power: 14W
Analog Output 4...20 mA, 0...20 mA, 0...10 mA, 2...10 mA (programmable and scalable)
Voltage sourced 24V DC isolated. Maximum loop resistance < 800 Ohms.
Digital Output Four total, configurable 24V DC sourcing active output (up to 2),100 mA total, 50 mA each; sinking open collector output (up to
four), 30V DC max, 100 mA each; solid-state relay (up to 2), 48V DC, 500 mA max, either polarity
Absolute Digital Encoded output for connectivity to AquaCUE or BEACON cellular endpoints
Digital Input Max 30V DC (programmable - positive zero return, external totalizer reset or preset batch start)
Frequency Output Scalable up to 10 kHz, open collector up to 1 kHz, solid-state relay
Misc Output High/low flow alarm (0...100%of flow), error alarm, empty pipe alarm, flow direction, preset batch alarm,
24V DC supply, ADE
Communication RS232 Modbus RTU; RS485 Modbus RTU, HART, Profibus DP and BACnet MS/TP require separate daughterboards
Pulse Width Scalable up to 10 kHz, passive open collector up to 10 kHz, active switched 24V DC. Up to two outputs (forward and reverse). Pulse
width programmable from 1...1000 ms or 50% duty cycle.
Processing I 32-bit DSP
Empty Pipe Detection Field tunable for optimum performance based on specific application
Excitation Frequency 1 Hz, 3.75 Hz, 7.5 Hz or 15 Hz (factory optimized to pipe diameter)
Noise Dampening Programmable 0...30 seconds
Low Flow Cut-Off Programmable 0...10% of maximum flow
Galvanic Separation 250V
Fluid Conductivity Minimum 5.0 NS/cm (minimum 20 µS/cm for demineralized water)
Fluid Temperature With Remote Transmitter: PFA, PTFE & Halar 302° F(150° C)
With Meter-Mounted Transmitter: Rubber 178° F, (80° C), PFA, PTFE & Halar 212° F(100° C)
Ambient Temperature - 4...140° F(-20...60° C)
Relative Humidity Up to 90 percent non-condensing
Flow Direction Unidirectional or bidirectional two separate totalizers (programmable)
Totalization Programmable/resettable
Units of Measure Ounce, pound, liter, US gallon, imperial gallon, barrel, hectoliter, mega gallon, cubic meter, cubic feet, acre feet
Display 4 x 20 character display with backlight
Page 2 MAG-DS-01047-EN-21 March 2022
APPENDIX G
Kullman Water Engineering: Accounting Concepts
Memorandum
memorandum
To: TST Inc. Consulting Engineers
From: Rachel Kullman, P.E.
Date: July 10, 2024
Re: Accounting Concepts for Montava Non-potable Irrigation Ponds
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[JLLMAN
This memorandum includes an overview of the various accounting concepts that will be required
for non-potable irrigation ponds at Montava, including the Montava West Pond, Montava East
Pond and the Farm Pond. In addition, this memorandum includes an accounting form concept
for the West Pond (see attached Appendix A).
Pond Inflows
• Sources of potential inflow for the Montava West Pond only:
o WSSC shares (potentially from both Montava and Fort Collins)
o Groundwater from existing Montava wells (including one Portner well)
o Groundwater from existing Fort Collins wells (including one Portner well)
o Groundwater from proposed new Montava West Pond well
o The pond should be constructed so as to prevent long-term retention of
stormwater inflows.
o The planned clay liner will prevent groundwater seepage inflows
• Sources of potential inflow for the Montava East Pond only:
o NPIC shares (potentially from both Montava and other entities)
o WSSC shares (potentially from both Montava and other entities)
o Groundwater from existing Montava wells
o Groundwater from proposed new Montava East Pond well
o The pond should be constructed so as to prevent long-term retention of
stormwater inflows.
o The planned clay liner will prevent groundwater seepage inflows
• Sources of potential inflow for Farm Pond only:
o NPIC shares
o WSSC shares
o Groundwater from existing Montava wells
o The pond should be constructed so as to prevent long-term retention of
stormwater inflows.
o The planned clay liner will prevent groundwater seepage inflows
• All sources of inflow should be measured at least on a daily basis before delivery to the
pond(s).
E
o Each well will need to be measured independently as water is pumped from the
aquifer (it may not be necessary, from a water rights perspective, to measure
each well separately as delivered into the pond(s), if piped from the wellhead).
o WSSC and NPIC deliveries to the pond(s) (or property if piped to pond(s)) will
need to be measured. It may not be necessary to separately measure deliveries
by entity in the case of the West and East Pond, if simultaneous deliveries can
be prorated.
Pond Outflows
Sources of potential outflow for the Montava West Pond only:
o Fort Collins' irrigation uses under the various water sources:
■ WSSC shares, groundwater from Montava's existing groundwater wells or
Fort Collins' existing groundwater well.
o Montava's primary irrigation uses under the various water sources:
■ WSSC shares, groundwater from Montava's existing groundwater wells.
o Groundwater from the Montava West Pond well will be used to fill the pond
initially and to offset evaporation losses during the non-irrigation season.
Groundwater from the Montava West Pond well may also be used as a minor
source of irrigation.
o Evaporation losses
■ Evaporation losses will be calculated using unit daily evaporation rates
and the amount of surface water exposed in the pond on a daily basis.
■ The surface area will be determined from a staff gage placed in the pond
and an associated stage-area curve/chart.
■ Evaporation losses will be calculated during the irrigation season and
non-irrigation season on a daily basis. Irrigation season losses will be
deducted from the various water source accounts held in the pond, likely
on a pro-rata basis. Non-irrigation season losses will be deducted from
the stored groundwater pumped from the Montava West Pond well.
o The proposed clay liner will prevent groundwater seepage outflows
Sources of potential outflow for the Montava East Pond only:
o Montava's irrigation uses (and other entity uses, if applicable) under the various
water sources:
■ NPIC shares, WSSC shares, groundwater from Montava's existing
groundwater wells
o Groundwater from the Montava East Pond well will be used to fill the pond
initially and to offset evaporation losses during the non-irrigation season.
Groundwater from the Montava East Pond well may also be used as a minor
source of irrigation.
o Evaporation losses
■ Evaporation losses will be calculated using unit daily evaporation rates
and the amount of surface water exposed in the pond on a daily basis.
■ The surface area will be determined from a staff gage placed in the pond
and an associated stage-area curve/chart.
■ Evaporation losses will be calculated during the irrigation season and
non-irrigation season on a daily basis. Irrigation season losses will be
Phone: 505-690-1432 I Email : rachel@kullmanwater.com I Web : www.kullmanwater.com
Address: P.O. Box 5464 Santa Fe, NM 87502
3
deducted from the various water source accounts held in the pond, likely
on a pro-rata basis. Non-irrigation season losses will be deducted from
the stored groundwater pumped from the Montava East Pond well.
o The proposed clay liner will prevent groundwater seepage outflows
Sources of potential outflow for Farm Pond only:
o Montava's irrigation uses under the various water sources:
■ NPIC shares, WSSC shares, groundwater from Montava's existing
groundwater wells
o Evaporation losses
Evaporation losses will be calculated using unit daily evaporation rates
and the amount of surface water exposed in the pond on a daily basis.
The surface area will be determined from a staff gage placed in the pond
and an associated stage-area curve/chart.
Evaporation losses will be calculated during the irrigation season and
non-irrigation season on a daily basis. Irrigation season losses will be
deducted from the various water source accounts held in the pond, likely
on a pro-rata basis. Non-irrigation season losses will not occur because
the Farm Pond is anticipated to be empty during the non-irrigation
season.
o The proposed clay liner will prevent groundwater seepage outflows
All sources of outflow should be measured at least on a daily basis as released from the
pond(s).
o At a minimum, Fort Collins' total irrigation uses/outflows and Montava's total
irrigation uses/outflows should be measured in the case of the Montava West
Pond.
o At a minimum, any other entity's total irrigation uses/outflows (if applicable) and
Montava's total irrigation uses/outflows should be measured in the case of the
Montava East Pond.
o At a minimum, Montava's total irrigation uses/outflows should be measured in the
case of the Farm Pond.
o Use of water from Montava's existing groundwater wells (and Fort Collins' well
for the Montava West Pond) are restricted to particular locations by permit and
decree and it will be necessary to ensure compliance with these limitations to the
extent such sources are used on the irrigated areas. It may be necessary to
meter groundwater distribution at strategic locations in the non-potable system in
order to quantify and account for these limitations or otherwise measure at points
of end use. The accounting form concept included in Appendix A is set up to
ensure compliance with these limitations.
o NPIC shares cannot be used for irrigation west of Giddings Road. When
developing the accounting for the Montava East Pond and Farm Pond, this
limitation should be tracked.
o For the Montava West Pond, once irrigated areas for each entity are
determined/finalized, it may be necessary to include additional measurement
points as water is distributed for irrigation in order to accurately account for each
entity's share of the groundwater and the WSSC shares.
Phone: 505-690-1432 I Email : rachel@kullmanwater.com I Web : www.kullmanwater.com
Address: P.O. Box 5464 Santa Fe, NM 87502
4
Storage Accounts
• For the Montava West Pond, it will be necessary to account for the amount of water
stored in the pond on a daily basis by entity (i.e. Montava vs. Fort Collins), for all sources
of water (i.e. "colors").
• For the Montava East Pond, it will be necessary to account for the amount of water
stored in the pond on a daily basis by entity (i.e. Montava vs. other entity, if applicable),
for all sources of water (i.e. "colors").
• For the Farm Pond, it will be necessary to account for the amount of water stored in the
pond on a daily basis for all sources of water (i.e. "colors").
• In order to quantify the amount of water stored for each entity/color account, it will be
necessary to parse out inflows and outflows into the appropriate accounts. The
methodology used to complete this parsing of sources will be based on various criteria
and limitations associated with both the sources and uses of water (some of which are
described in the next section).
Limitations on Use of Water
• WSSC and NPIC shares:
o Share deliveries should not be stored in the pond(s) more than 72 hours because
the shares will not be decreed for storage purposes in the ponds. The accounting
form concept included in Appendix A is set up to ensure compliance with these
limitations.
o Share deliveries should not be made on lands that are not within the historical
service area of the ditch system, unless specific approval is granted otherwise.
Montava's and Fort Collins' existing groundwater wells:
o Groundwater from these wells should not be stored in the pond(s) more than 72
hours because the groundwater is not decreed for storage purposes in the
pond(s). The accounting form concept included in Appendix A is set up to
ensure compliance with these limitations.
o Each groundwater well will have limitations or restrictions by decree and permit
that will need to be considered and monitored, including:
■ Decreed/permitted flow rate
■ Decreed/permitted place of use
■ Decreed/permitted annual volumetric limit
■ Augmented annual volumetric limit (if different from decree/permit)
o As previously mentioned, it will be necessary to track/account for groundwater
use from these wells to the point of application at the various irrigation sites in
order to demonstrate compliance. Additional measurement may be necessary in
order to comply.
Phone: 505-690-1432 I Email : rachel@kullmanwater.com I Web : www.kullmanwater.com
Address: P.O. Box 5464 Santa Fe, NM 87502
5
• The Montava East and West Pond Wells:
o Use of groundwater from these well(s) will allow Montava to keep the pond full
during the non-irrigation season.
o Groundwater pumped from these well(s) may also be used as a minor source of
irrigation.
o The limitation on use from these well(s) will be permitted uses and volumetric
amounts determined under the new augmentation plan decree or substitute
water supply plan.
Figures 1 through 3 include schematics of the West Pond, East Pond and Farm Pond,
respectively.
Table 1 includes water rights information associated with Montava's existing groundwater wells,
as well as Fort Collins' Portner Well. Figure 4 shows the decreed location for the wells listed in
Table 1.
Phone: 505-690-1432 I Email : rachel@kullmanwater.com I Web : www.kullmanwater.com
Address: P.O. Box 5464 Santa Fe, NM 87502
FIGURES
Figure 1. Montava West Pond Accounting Schematic
WSSC SHARES
> Montava
> Fort Collins
EXISTING WELLS
> Montava: Wells #s 16-19
> Montava: 1 Portner Well
> Fort Collins: 1 Portner Well
> No new augmentation requirements
MONTAVA WEST POND
WELL
> Montava to augment
�!-�.. EVAPORATION
MONTAVA'S STORAGE ACCOUNTS
> WSSC shares
> Groundwater from Wells #s: 16-19, Portner 1-2
> Groundwater from Montava West Pond well
FORT COLLINS' STORAGE ACCOUNTS
> WSSC shares
> Groundwater from Wells #s: Portner 1-2
CLAY LINER = NO
LOSSES
� STAFF GAGE TO DETERMINE
SURFACE WATER AREA
USES BY FORT COLLINS
> WSSC Shares
> Well water (from Montava & Fort Collins wells)
USES BY MONTAVA
> WSSC Shares
> Well water
Key:
OMeasurement Point
�� Inflow / Outflow
Note:
Schematic is provided for conceptual purposes only.
Not to scale.
Figure 2. Montava East Pond Accounting Schematic
� EVAPORATION
NPIC SHARES
> Montava
> Other entity
_��
WSSC SHARES
> Montava
> Other entity � MONTAVA'S STORAGE ACCOUNTS
> NPIC shares
> WSSC shares
> Groundwater from Wells #s: 1-6, 9-11
EXISTING WELLS > Groundwater from Montava East Pond well
> Montava: Wells #s 1-6, 9-11
> Other entity groundwater wells, if _ _ _
applicable
> No new augmentation requirements
OTHER ENTITY STORAGE ACCOUNT (if applicable)
> WSSC shares I
> NPIC shares
> Groundwater
MONTAVA EAST POND
WEIL
> Montava to augment
CLAY LINER = NO
LOSSES
STAFF GAGE TO DETERMINE
SURFACE WATER AREA I
J
USES BY OTHER ENTITY (if applicable)
> WSSC Shares
> NPIC shares
> Well water
USES BY MONTAVA
> NPIC Shares
> WSSC Shares
> Well water
Key:
Note:
Schematic is provided for conceptual purposes only.
Not to scale.
Q Measurement Point
�� Inflow / Outflow
Figure 3. Montava Farm Pond Accounting Schematic
NPIC SHARES
> Montava
EVAPORATION
WSSC SHARES
> Montava
EXISTING WELLS
> Montava: Wells #s 1-6, 9-11
> No new augmentation requirements
MONTAVA'S STORAGE ACCOUNTS
> NPIC shares
> WSSC shares
> Groundwater from Wells #s: 1-6, 9-11
STAFF GAGE TO DETERMINE �
SURFACE WATER AREA
USES BY MONTAVA
� > NPIC Shares
�� � > WSSC Shares
> Well water
CLAY LINER = NO
LOSSES
Key:
Q Measurement Point
� Inflow / Outflow
Note:
Schematic is provided for conceptual purposes only.
Not to scale.
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FIGURE 4. DECREED WELL LOCATIONS
March 2022
Legend
O Decreed Well Location
� Section Lines
� Montava
— �� �
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TABLES
Table 1. Montava Well Information
WEST POND EAST POND & FARM POND
Portner Well Portner Weil Kiuver PS 1: Kluver PS 1: Fitzsimons Fitzsimons Bachmayr Well Bachmayr Well Kluver P5: Well Kluver PS 5: Kluver PS 5: Albertson Well Albertson Well Alberison Well
Well Name No. 1 No. 2 Well No. 1 Well No.2 Well No. 1 Well No. 2 No.4 No. 5 No. 2 Well No. 1 Well No. 2 Kluver Well No. 10 No. 11 No. 12
Map Identification No. 7 8 19 18 17 16 10 11 9 1 2 3 6 5 4
T-R-S T8N-R68W32 TSN-R68W32 T8N-R68W32 TSN-R68W-32 T8N-R68W32 T8N-R68W32 TSN-R68W33 T8N-R68W33 T8N-R68W33 T7N-R68W-4 T7N-R68W-4 T7N-R68W-4 T7N-R68W-4 T7N-R68W-4 T7N-R68W-4
QuarterSection SW SW SE SE NE NE NW NW SW NW NW NW NE NE NE
Permit No. 1-0494 2-0495 19196-R 19196SR 11370-R 11372-R 328-RD-R 329-RD-R 191W-R 19200R 192005 1-20143R 28D8-F 18056-RR 18053-RP
WDID 0306121 0306863 0305474 0305853 0305972 0306100 0306430 0306433 0305303 0305526 0306199 0306677 0306221 0305001 0305002
W 1621 /
Case No. W2896 W2896 CA11217 CA112ll CA112ll CA11217 CA11217 CA11217 CA11217 CA11217 CA11217 W699 SSCW184 W1621 W1621
Coffin: non- Coffin: non- Coffin: non- Coffin: non- Coffin: non- Coffin: non- Coffin: non- Coffin: non- Coffin: non-
Augmentation Status Poudre Plan Poudre Plan tributary tributary tributary tributary tributary tributary tributary tributary tributary Poudre Plan Poudre Plan Poudre Plan Poudre Plan
Decreed Acreage 155 acres 160 acres 160 acres 320 acres 90 acres 160 acres NA 106 acres
Decreed Place of Use SW 1/4 of Section 32 SE 1/4 of Section 32 NE 1/4 of Section 32 N 1/2 of Section 33 SW 1/4 of 33 NW 1/4 of Section 4 Section 4 NE 1/4 of Section 4
Decreed Flow Rate 211 cfs 1.89 cfs 700 gpm 800 gpm 2 cfs 2 cfs 1.5 cfs 1.5 cfs 1000 gpm 450 gpm 800 gpm 495 gpm 680 gpm 23 cfs 2.84 cfs
APPENDICES
APPENDIX A
MONTAVA WEST POND ACCOUNTING
(units = acre-feet, un�ess otherwise indicated)
Color Accounts:
Montava WSSC WSSC = Water Supply & Storage Company
Fort Collins W SSC FC = Fort Collins
Portner Wells OTR = Owe the River
Kluver Wells GH = gage height
Fitzsimmons Wells
Montava West Pond Well
Owe the River
Pond
Capacity:
Input i'�(! Input ��put �r,p�d ��put
EVAPORATION
POND GAGE HEIGHT I VOLUME PRECIPITATION
TOTAL BY ACCOUNT
Total Volume 4S = PORTION
Total Area of stored in Total Calculated TOTAL PORTION OF EVAP:
End of Day Pond Pond Physical Change in Daily PRECIP: TOTAL: OF EVAP: PORTION Montava
GH reading according to according to Capacity Pond Precipitation Owe the Evaporation Montava OF EVAP: West Pond .. ...
Date Month Year (ft) GH (acres) GH (afl Available Storage (in) River Loss WSSC FC WSSC Well ,..
3/31 3 2023
4/1 4 2023
q/2 q 2023
4/3 4 2023
q/q q 2023
4/5 4 2023
4/6 4 2023
4/7 4 2023
q/g q 2023
4/9 4 2023
4/10 4 2023
4/11 4 2023
4/12 4 2023
4/13 4 2023
4/14 4 2023
4/15 4 2023
4/16 4 2023
4/17 4 2023
4/18 4 2023
4/19 4 2023
4/20 4 2023
4/21 4 2023
4/22 4 2023
4/23 4 2023
4/24 4 2023
4/25 4 2023
4/26 4 2023
4/27 4 2023
4/28 4 2023
4/29 4 2023
4/30 4 2023
5/1 5 2023
APPENDIX A
MONTAVA WEST POND ACC
(units = acre-feet, un�ess otherwise indicatf
Color Accounts:
Montava WSSC
Fort Collins W SSC
Portner Wells
Kluver Wells
Fitzsimmons Wells
Montava West Pond Well
Owe the River
Montava Fort Collins
Sh #: Sh #:
r��:�u o.ti
BEGINNING OF DAY STORAGE WSSC INFLOWS
PON
TOTAL BY ACCOUNT TOTAL BY ACCOUNT
BEG OF
BEG OF BEG OF BEG OF DAY:
BEG OF DAY: BEG OF DAY: BEG OF DAY: Montava BEG OF INFLOW: INFLOW:
DAY: Montava DAY: FC Portner DAY: Kluver Fitzsimmons West Pond DAY: Owe WSSC Montava INFLOW: FC
Date Month Year Total WSSC WSSC Wells Wells Wells Well the River Master Meter WSSC WSSC
3/31 3 2023
4/1 4 2023
q/2 q 2023
4/3 4 2023
q/q q 2023
4/5 4 2023
4/6 4 2023
4/7 4 2023
q/g q 2023
4/9 4 2023
4/10 4 2023
4/11 4 2023
4/12 4 2023
4/13 4 2023
4/14 4 2023
4/15 4 2023
4/16 4 2023
4/17 4 2023
4/18 4 2023
4/19 4 2023
4/20 4 2023
4/21 4 2023
4/22 4 2023
4/23 4 2023
4/24 4 2023
4/25 4 2023
4/26 4 2023
4/27 4 2023
4/28 4 2023
4/29 4 2023
4/30 4 2023
5/1 5 2023
APPENDIX A
MONTAVA WEST POND ACC
(units = acre-feet, un�ess otherwise indicatf
Color Accounts:
Montava WSSC
Fort Collins W SSC
Portner Wells
Kluver Wells
Fitzsimmons Wells
Montava West Pond Well
Owe the River
��p�ii r,pui �r�p.ii mp.ii np.ii np.it �nput inpui input input input input inpui
GROUNDWATER INFLOWS MONTAVA OUTFLOWS
PON
AT WELL HEADS TOTAL BY ACCOUNT
INFLOW: TOTAL OUTFLOW:
INFLOW: INFLOW: INFLOW: INFLOW: INFLOW: INFLOW: Moniava OUTFLOW: OUTFLOW: OUTFLOW: OUTFLOW: Montava ��� ....
Portner Well Portner Well Kluver Well Kluver Weil Fitzsimmons Fi[zsimmons West Pond Montava Montava Portner OUTFLOW: Fitzsimmons West Pond .� ..
Date Month Year No. 1 No.2 No. 1 No. 2 Well No. 1 Well No.2 Well Meter WSSC Wells Kluver Wells Wells Well ,..
3/31 3 2023
4/1 4 2023
q/2 q 2023
4/3 4 2023
q/q q 2023
4/5 4 2023
4/6 4 2023
4/7 4 2023
q/g q 2023
4/9 4 2023
4/10 4 2023
4/11 4 2023
4/12 4 2023
4/13 4 2023
4/14 4 2023
4/15 4 2023
4/16 4 2023
4/17 4 2023
4/18 4 2023
4/19 4 2023
4/20 4 2023
4/21 4 2023
4/22 4 2023
4/23 4 2023
4/24 4 2023
4/25 4 2023
4/26 4 2023
4/27 4 2023
4/28 4 2023
4/29 4 2023
4/30 4 2023
5/1 5 2023
APPENDIX A
MONTAVA WEST POND ACC
(units = acre-feet, un�ess otherwise indicatf
Color Accounts:
Montava WSSC
Fort Collins W SSC
Portner Wells
Kluver Wells
Fitzsimmons Wells
Montava West Pond Well
Owe the River
Input Input Input Input Input Input
FORT COLLINS OUTFLOWS UNMEASURED END OF DAY STORAGE
PON
TOTAL BY ACCOUNT FOR NET BALANCE TOTAL BY ACCOUNT
UNMEASUR
ED END OF
TOTAL UNMEASUR OUTFLOW: END OF END OF END OF DAY:
OUTFLOW: OUTFLOW: ED INFLOW: RELEASES: Montava END OF DAY: END OF DAY: END OF DAY: Moniava END OF
Fort Collins OUTFLOW: Portner � �... Owe the Owe the West Pond DAY: Montava DAY: FC Portner DAY: Kluver Fi[zsimmons West Pond DAY: Owe
Date Month Year Meter FC WSSC Wells � River River Well Total WSSC WSSC Wells Wells Wells Well the River
3/31 3 2023
4/1 4 2023
q/2 q 2023
4/3 4 2023
q/q q 2023
4/5 4 2023
4/6 4 2023
4/7 4 2023
q/g q 2023
4/9 4 2023
4/10 4 2023
4/11 4 2023
4/12 4 2023
4/13 4 2023
4/14 4 2023
4/15 4 2023
4/16 4 2023
4/17 4 2023
4/18 4 2023
4/19 4 2023
4/20 4 2023
4/21 4 2023
4/22 4 2023
4/23 4 2023
4/24 4 2023
4/25 4 2023
4/26 4 2023
4/27 4 2023
4/28 4 2023
4/29 4 2023
4/30 4 2023
5/1 5 2023
APPENDIX A
MONTAVA WEST POND ACC
(units = acre-feet, un�ess otherwise indicatf
Color Accounts:
Montava WSSC
Fort Collins W SSC
Portner Wells
Kluver Wells
Fitzsimmons Wells
Montava West Pond Well
Owe the River
CHECK SUM
PON
CHECK CHECK
SUM: SUM:
Total Vol - .�S = Inflows
Date Month Year Acct Vols - Outflows
3/31 3 2023
4/1 4 2023
q/2 q 2023
4/3 4 2023
q/q q 2023
4/5 4 2023
4/6 4 2023
4/7 4 2023
q/g q 2023
4/9 4 2023
4/10 4 2023
4/11 4 2023
4/12 4 2023
4/13 4 2023
4/14 4 2023
4/15 4 2023
4/16 4 2023
4/17 4 2023
4/18 4 2023
4/19 4 2023
4/20 4 2023
4/21 4 2023
4/22 4 2023
4/23 4 2023
4/24 4 2023
4/25 4 2023
4/26 4 2023
4/27 4 2023
4/28 4 2023
4/29 4 2023
4/30 4 2023
5/1 5 2023
� •
.�. _
• • • • • • • • • • •
---------------
---------------
---------- -----
---------- -----
----- ----- -----
---------- -----
---------- -----
---------------
----- ----- -----
---------- -----
---------------
---------------
---------------
---------------
---------------
---------------
---------------
----- ----- -----
---------------
---------- -----
---------- -----
---------------
---------------
---------------
----- ----------
---------- -----
---------------
---------------
---------------
---------------
---------------
---------------
APPENDIX A
MONTAVA WEST POND ACC
(units = acre-feet, un�ess otherwise indicatf
Color Accounts:
Montava WSSC
Fort Collins W SSC
Portner Wells
Kluver Wells
Fitzsimmons Wells
Montava West Pond Well
Owe the River
PON
KLUVER WELLS FITZSIMMONS WELLS
Is Well Is Well
Water Water
stored stored
Cumulatv Cumulatv more Cumulatv Cumulatv more
e: Well e: Well than 72 e: Well e: Well than 72
Well Total Total Well Total Total hours? (Y Well Total Total Well Total Totai hours? (Y
Date Month Year Inflow Inflow Oufflow Outflow or N) Inflow Inflow Outflow OutFlow or N)
3/31 3 2023
4/1 4 2023
q/2 q 2023
4/3 4 2023
q/q q 2023
4/5 4 2023
4/6 4 2023
4/7 4 2023
q/g q 2023
4/9 4 2023
4/10 4 2023
4/11 4 2023
4/12 4 2023
4/13 4 2023
4/14 4 2023
4/15 4 2023
4/16 4 2023
4/17 4 2023
4/18 4 2023
4/19 4 2023
4/20 4 2023
4/21 4 2023
4/22 4 2023
4/23 4 2023
4/24 4 2023
4/25 4 2023
4/26 4 2023
4/27 4 2023
4/28 4 2023
4/29 4 2023
4/30 4 2023
5/1 5 2023
APPENDIX A
MONTAVA WEST POND ACCOUNTING
��ons = �ore-rea�, ��oiess omarw�se ��od���ae�a�
Maxflowrate(cfs)= 2.11 1.39 Max�owrate(cfs)= 1.87 2.1" Maxflowrate(cfs)=
Decreed placa of use = �n, a��i S�� �ecreed place of uso = ��� � ��� t� �acreed place of usa = Nt 1i ,! � '
Annual Volume Llmlt (af) = Annuel Volume Limit (2f) = Annual Volume Limit (at) _
nl::i t
Portner Well No. 1 ��Portner Well No.2 Input
Doe
Toe�iw�ii uoe=
Use TotalWal�
Av9 D ity f�.. . Total Av9 Daity f,.:, U�.: Total P rtner �,�,.,,� Use
Rate. .�i Pumpetl: Rate. � ai Pumped: welis q,�,i�iiai Gveti
Poriner Portner Portne .c,�l Ponner Cumulat \'olume Total Use P�riF`ii�;�,
WeIINo ' WCIINo. WeIINo ' WeIINo. veTotal Lim!ls? inSW32 inSW3"1'
Date Month Veer 1(efs) Y+r NI 1(af) 2(ofs) NI 2(a4) (af) (Y or N) (af) (Y or MI
3131 3 2023
q/� q 2023
q(2 q 2023
4B 4 2023
4l4 4 2023
4/5 4 2023
4/6 4 2023
q�7 q 2023
4I8 4 2023
q�g q 2023
4I10 4 2023
4l'11 4 2023
4/12 4 2023
4l'13 4 2023
4114 4 2023
4l'IS 4 2023
4/16 4 2023
4l'17 4 2023
4118 4 2023
4l'19 4 2023
4/20 4 2023
4l2'I 4 2023
4122 4 2023
4123 4 2023
4/24 4 2023
4I25 4 2023
4126 4 2023
4127 4 2023
4/28 4 2023
4129 4 2023
4I30 4 2023
SII 5 2023
�Kluver WeII Na. l Kluver WeII No. 2 Input
oo�
T tal Well
Avg Daily ,. il�f Total Avg DaJy .�- U�� Total Kluver Uee
Rare �.i=�i Pumpetl: Rate �.�:�� �J�il Pumpetl: wells Excestl
Kluver FE:-..:.i Kluver Kluver F�r"-:� Kluver Gumulali TotalUse Pump'.�y
Well No .. -� Well No Well No ' Well No. ve Total In SE32 -� SEi2"'
1(ef5) 1(af) 2(cfs) 2(a� (af) (a� �Y or N �
���Fitzsimmons WeII No. 1 ���Fitzsimmons WeII No.2 �u[
Doc
Fi�zsimm Tatal Well
Avg Oaily Dnc- l;_: Total Avg Da ly f�n� � l;_- Total Use
Rate: I� �:i pumpetl: Rate fr .�.:i pumped: Wells Exccetl
Flizsimm Ftlzsimm Flizsimm -:I Ftlzsimm Cumula�i Tolal Use Pun:Ving
ns Well ns Well ons Well I�,v ns Well ve Total in NE32 In NE32?
�No.1 �No.1 No.2 \ �No.2 (af) (ef) (VorIJ)
APPENDIX A
MONTAVA WEST POND ACCOUNTING
(units = acre-feet, unless otherwise indicated)
TBD - after pond constructed
Gage Height Storage Volume Area Capacity
ft acre-ft acres
0 0 0
Net Daily Evaporation Rate:
Month Evap (ft)
1 0.0032
2 0.0042
3 0.0059
4 0.0100
5 0.0129
6 0.0161
7 0.0161
8 0.0145
9 0.0111
10 0.0075
11 0.0044
12 0.0032
APPENDIX H
Hines Irrigation Demand Calculations
Water Budget
Project Areas
Project Name Montava West of G
Date Updated 2/28/2022
Prepared By jrh
� Hines Inc
�
.
P1 Phase A Open Space 0.96 0.72 0.44 1.37 4.45 72.1
P2 Phase A Residential Lots 3.76 2.82 5.64 0.00 0.00 139.5 664.0
P3 Phase B Open Space 1.05 0.79 0.51 1.52 4.58 77.7
P4 Phase B Residential Lots 3.86 2.90 5.79 0.00 0.00 143.1 646.7
P5 Phase C Open Space 1.20 0.90 0.61 1.60 4.70 83.1
P6 Phase C Residential Lots 1.91 1.43 2.86 0.00 0.00 70.8 298.7
P7 Phase D Open Space 1.22 0.92 0.76 1.89 3.43 82.0
P8 Phase D Residential Lots 4.47 3.35 6.70 0.00 0.00 165.5 726.0
P9 Phase E Open Space 1.72 1.29 0.88 1.10 1.94 63.2
P10 Phase E Residential Lots 2.70 2.02 4.04 0.00 0.00 99.9 410.7
P11 Phase F Open Space 0.58 0.43 0.52 0.74 0.93 34.1
P12 Phase F Residential Lots 1.73 1.30 2.59 0.00 0.00 64.0 246.0
P13 Phase G Open Space 0.56 0.42 0.43 0.58 1.01 30.1
P14 Phase G Residential Lots 2.77 2.07 4.15 0.00 0.00 102.5 438.7
P15 Phase H Open Space 2.40 1.80 1.11 1.45 2.77 84.9
P16 Phase H Residential Lots 0.44 0.33 0.65 0.00 0.00 16.1 62.0
P17 �Phase I Open Space 1.99 1.49 0.80 1.01 1.52 59.0
P18 �-Phase I Residential Lots 1.26 0.95 1.90 0.00 0.00 46.8 180.0
P19 � E. School & N'hood Park 2.09 1.56 4.17 12.52 2.09 328.8
P20 Regional Park 15.66 11.75 7.83 31.32 23.49 981.7'
Totals 52.3 39.2 52.4 55.1 50.9 2,744.8
Total Residential Peak
Flow (GPM) 3,672.7
Total Open Space Peak 1,896.6
Flow (GPM)
Est Total Pump Station 5,569.3
Flow Rate i
Window
Turf Rotor 8 6 26
Turf Spray 8 6 26
Shrub Drip 8 6 26
Native Rotor 8 6 26
Water Budget
Monthly Water Usage (gallons) by Parcel
Project Name Montava West of Giddings
Date Updated 2/28/2022
Prepared By jrh
March
November
December
TOTAL (gallons)
TOTAL (acre-feei)
Flow Requirement (gpm) �
Flow Requirement with Safety (gpm)
�
�
62,069
179,311
227,586 �
244,828 �
213,793
155,173
62,069 �
- �
1,144,829 L
c 3.5
_ 19.6
23,140 18,499 86,453
66,848 53,440 249,754
84,846 Q 67,828 316,995
91,274 I 72,966 . 341,010
79,704 { 63,717 � 297,784
57,849 � 46,246 216,133
23,140 Q 18,499 86,453
- � - -
_� _l _
26,800 341,195 1,594,583
1.3 1.0 4.9
7.3 5.8 27.3
190,161
549,353
697,256
750,078
654,998
475,401
190,161
507,407
10.8
60.1
72.1
Y
�
�
i
i
i
i
i
i
0
i
i
�
� H i nes I nc
295,509 72,211
853,693 � 208,609
1,083,533 Q 264,773
1,165,619 I 284,832
1,017,865 I{I 248,726
738,773 � 180,527
295,509 Q 72,211
- � -
_� _
5,450,501 1,331,889
i 167 4.1
_ 93.4 22.8
367,720 68,848 26,783
1,062,302 198,893 77,375
1,348,306 Q 252,441 98,206
1,450,451 271,566 105,646
1,266,591 237,142 92,254
919,300 172,119 66,959
367,720 Q 68,848 26,783 �
6,782,390 1,269,856 494,007
20.8 3.9 1.5
_ 116.2 21.8 8.5
139.5 - - -
20,179 89,008
58,296 257,135
73,991 � 326,364
79,597 � 351,089 �
69,507 306,584 s
50,449 222,521
20,179 � 89,008 �
- � - �
372,200 1,641,710 If
1.1 5.0
6.4 28.1
204,819 303,228 74,097 377,325 72,727 31,914
591,699 875,991 214,058 1,090,049 210,100 92,196
751,003 Q 1,111,834 271,689 � 1,383,523 � 266,665 Q 117,018
807,897 1,196,064 I 292,271 1,488,336 � 286,867 125,883
705,488 1,044,451 255,223 1,299,673 250,504 109,926
512,047 � 758,069 185,242 � 943,311 181,817 79,785
204,819 Q 303,228 � 74,097 Q 377,325 � 72,727 Q 31,914
- - � - - - -
3,777,773 5,592,864 � 1,366,677 6,959,542 1,341,408 588,637
11.6 17.2 4.2 21.4 4.1 1.8
_ 64.� 95.8 23.4. 119.3 23.0 10.1
77.7 - � 143.1 - -
- - - - - - - i - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -
22,981 91,449 219,071 149,960 36,644 186,604 85,957 39,945 23,469 66,784 216,155 350,641 85,683 436,324 50,064 45,840 32,960 37,751 166,614 211,708 51,733 263,441 33,607
66,390 264,185 632,871 433,217 105,861 539,079 248,321 115,396 67,798 192,933 624,449 1,012,964 247,529 1,260,493 144,628 132,426 95,217 � 109,058 481,329 611,601 149,451 761,052 97,087
84,264 � 335,312 803,260 549,853 � 134,362 � 684,215 Q 315,177 � 146,465 86,051 244,876 � 792,570 � 1,285,685 Q 314,171 � 1,599,856 183,566 168,079 120,852 � 138,420 610,917 776,263 189,688 � 965,951 Q 123,226
90,648 � 360,715 � 864,113 591,508 144,541 I 736,050 339,054 � 157,560 92,570 263,428 I, 852,613 I 1,383,085 I 337,972 � 1,721,057 197,473 � 180,812 � 130,007 148,906 � 657,199 835,070 204,059 � 1,039,129 132,561
79,157 314,990 � 754,577 516,528 126,219 642,748 296,076 137,588 80,836 230,035 � 744,535 1,207,765 I 295,130 1,502,895 172,441 157,893 s 113,527 � 130,031 573,892 729,216 178,192 907,408 115,758
57,453 228,622 547,677 374,900 91,611 � 466,510 214,894 � 99,862 58,671 166,961 � 540,388 I 876,603 � 214,208 1,090,811 125,159 114,599 82,399 94,377 416,535 529,270 129,333 � 658,603 84,018
22,981 � 91,449 j 219,071 149,960 Q 36,644 � 186,604 Q 85,957 � 39,945 23,469 66,784 I 216,155 � 350,641 Q 85,683 � 436,324 50,064 � 45,840 � 32,960 � 37,751 166,614 � 211,708 I 51,733 � 263,441 Q 33,607
- � - � - - - � - - I - � - - � - I - - I - - - � - - � - - - � - _
- � - �I - - - - - - - - - � - - - - - Is - I - �I - - - - -
423,874 1,686,721 � 4,040,640 2,765,926 675,884 3,441,810 1,585,437 736,761 432,864 1,231,803 3,986,866 6,467,385 1,580,376 8,047,761 923,395 845,489 � 607,921 � 696,294 , 3,073,099 3,904,836 954,189 4,859,026 619,865
1.3 5.2 12.4 8.5 2.1 10.6 4.9 2.3 1.3 3.8 12.2 19.8 4.8 24J 2.8 2.6 1.9 2.1 9.4 12.0 2.9 14.9 1.9
7.3 28.9 69.2 47.4 11.6 59.0 27.2 12.6 7.4 21.1 68.3 110.8 27.1 137.9 . 15.8 14.5 10.4 11.9 �_ 527 � 66.9 16.4 83.3 10.6
- - 83.1 I - - 70.8 - - - - 82.0 - - � 165.5 I - I - - - I 63.2 I - I - � 99.9 -
27,160
78,463
99,588
107,133
93,553
67,901
27,160
1_5
8.6
11,059 18,146 89,973 135,625 33,142 168,767
31,948 52,422 259,921 391,807 95,742 487,549
40,549 66,536 � 329,900 Q 497,293 � 121,519 618,812
43,621 71,577 � 354,892 f 534,967 . 130,725 � 665,692
38,091 62,504 309,906 467,154 � 114,154 581,308
27,647 45,366 224,932 � 339,064 i 82,854 421,917
11,059 18,146 � 89,973 Q 135,625 � 33,142 � 168,767
- - � - � - � - � -
- - - - - ��i-
03,974 334,697 1,659,495 2,501,536 611,278 ' 3,112,813
0.6 1.0 5.1 7.7 1.9 c 9.6
3.5 5.7 28.4 42.9 10.5 53.3
34.1 - - 64.0 -
26,379
76,207
96,724
104,052
90,862
65,948
26,379
486,552
1.5
8.3
22,517
65,048
82,562
88,816
77,558
56,292
22,517
415,309
1.3
7.1
10,708
30,933
39,261
42,236
36,882
26,769
10,708
197,�
0.6
3.4 .
I_
- - - - - - - i - - - - - -
19,708 79,311 217,221 53,080 270,302 65,989 57,860 46,066 53,820 223,735 34,182 8,353 42,535
56,933 229,122 627,528 153,343 780,871 190,635 � 167,151 133,079 155,481 646,347 98,748 24,130 122,878
72,262 � 290,809 Q 796,478 � 194,628 991,106 � 241,960 � 212,153 � 168,908 197,341 � 820,363 Q 125,334 � 30,627 f 155,961
77,736 I 312,840 f 856,817 209,373 1,066,190 � 260,291 I, 228,225 � 181,704 212,291 � 882,512 134,829 � 32,947 � 167,776
67,882 273,184 748,206 182,832 931,039 227,296 � 199,295 158,671 185,381 770,644 117,738 28,771 s 146,509
49,269 � 198,279 � 543,053 132,701 675,754 164,973 � 144,650 I 115,165 134,551 559,338 � 85,455 20,882 f 106,337
19,708 � 79,311 Q 217,221 � 53,080 270,302 � 65,989 0 57,860 � 46,066 53,820 � 223,735 Q 34,182 � 8,353 � 42,535
- - - - - � - � - � - - � - - � - � -
� - - - - - - - - I - ��� - Is, -
63,497 I 1,462,856 4,006,525 979,038 4,985,563 � 1,217,134 1,067,194 � 849,660 992,687 4,126,674 630,468 154,062 784,530
1.1 4.5 12.3 3.0 15.3 � 3.7 3.3 2.6 3.0 12.7 1.9 0.5 2.4
6.2 25.1 687 16.8 85A 20.9 18.3 14.6 17.0 70.7 10.8 2.6 13.4
30.1 - - 102.5 - - - - 84.9 - - f 16.1
45,898 42,112 38,127 29,539 155,677 99,238
132,595 121,658 110,145 85,335 449,734 286,688
168,294 � 154,412 139,800 � 108,310 Q 570,816 � 363,873 �
181,044 I 166,110 150,391 � 116,516 f 614,060 . 391,43g �c
158,095 145,053 131,327 101,746 11 536,221 � 341,g2p Is_
114,746 105,281 95,318 73,848 � 389,193 j 248,095 f
45,898 � 42,112 38,127 � 29,539 Q 155,677 � 99,238 �
- - - � - � - � - �c
- � - - - I - Is,-
846,571 776,738 703,236 544,834 2,871,379 1,830,392
2.6 2.4 2.2 1 7 8.8 5.6
14.5 13.3 12.1 9.3 _ 49.2 31.4
- - - 59.0 - -
24,250 123,488 567,852 218,405 40,027 40,561 866,845 1,421,054 409,919 300,505 456,767 2,588,246
70,055 356,743 1,640,463 630,947 115,634 117,176 2,504,220 4,105,267 1,184,212 868,125 � 1,319,550 7,477,154
88,916 � 452,789 2,082,125 � 800,817 Q 146,766 I 148,723 Q 3,178,433 � 5,210,532 � 1,503,038 � 1,101,851 � 1,674,814 � 9,490,234
95,652 487,092 2,239,862 � 861,485 157,885 I 159,990 3,419,223 5,605,269 � 1,616,904 � 1,185,325 I, 1,801,694 I 10,209,191
83,527 � 425,348 1,955,936 � 752,283 137,871 139,710 2,985,800 4,894,742 1,411,945 � 1,035,072 ' 1,573,310 � 8,915,069
60,625 308,720 1,419,631 546,012 � 100,068 � 101,402 � 2,167,113 3,552,635 � 1,024,799 � 751,262 � 1,141,918 � 6,470,614
24,250 � 123,488 567,852 � 218,405 Q 40,027 � 40,561 Q 866,845 � 1,421,054 I 409,919 � 300,505 ',Y 456,767 � 2,588,246
- - - - �p - I - - - � - � - � - � -
- I - � - �II - - - - - - - -
447,276 2,277,668 � 1Q473,722 4,028,355 738,279 748,123 15,988,479 26,210,552 7,560,736 5,542,645 8,424,820 47,738,754
1.4 7.0 32.1 12.4 2.3 2.3 49.1 80.4 � 23.2 17.0 25.9 146.5
7.7 39.0 179.5 69.0 12.7 12.8 274.0 449.1 � 129.6 95.0 144.4 818.0
� 46.8 - � - - � 328.8 - � _ � 981.7
7,237,113
20,907,214
26,536,080
28,546,389
24,927,833
18,092,782
7,237,113
133,484,523
409.6
2,287.4
2,744.8
Water Budget
Project Areas
Project Name
Date Updated
Prepared By
Montava Regional Park
11 /2/2022
jnh
� H i nes I nc
Total Residential Peak
Flow (GPM)
Total Open Space Peak g32.1
Flow GPM _ �I
Est Total Pump Station c
Flow Rate
Waterina Window
Turf Rotor 8 6 26
Turf Spray 8 6 26
Shrub Drip 8 6 26
Native Rotor 8 6 26
Water Budget
Summary
Project Name
Date Updated
Prepared 8y
Area
March
April
May
June
Montava Regional Park
11 /2/2022
jnh
Turf Rotor
31.32
0.00 -
0.00 0.00 -
0.00 0.00 -
1.17 1.56 1,319, 550
3.38 4.51 3,812,034
4.29 5.72 4,838,351
4.62 6.15 5,204,892
4.03 5.37 4,545,117
2.93 3.90 3,298,875
' October 1.17 1.56 1,319, 550
November 0.00 0.00 -
December 0.00 0.00 - �
Subtotal (inches/year) 28.77
Subtotal (gallons/year) 24,338,370
Subtotal (acre-feet/year) 74.69
Peak Flow (gpm) 417.06
Peak Flow Normalized (gpm/acre) 13.32�
•-• • •
I IRRIGATED ACRES 74.4
� GALLONS/YEAR 45,326,519
iACRE FEET/YEAR 139.1
IPEAK SEASON GPM 7767
--- - - -
INSTANTANEOUS PEAK GPM
REQUIREMENT 932.1
�
�
�
�i
Turf Spray
7.83
0.00 -
0.00 -~
0.001 -
1.80 380,639
5.20 1,099,625 �
6.60 1,395,678
7.10� 1,501,411
6.20, 1,311,092
4.50� 951,599
1.80 380,6391
0.00
0.00 - I
33.20'
7,020,684
21.55
120.31
15.36
Shrub Drip
11.75
0.00 0.00 -
0.00 0.00 -
0.00 0.00 -
0.90I 0.95 300,505I
2.60 2.74 868,125
3.30 3.47 1,101,851 ,
3.55 3.74 1,185,325
3.10 326 1,035,072
2.25 2.37 751,262
0.90 0.95 300,505
0.00 0.00 -
0.00 0.00 -
17.47 �
5,542,645 I
17.01 �
94.98
� Hines Inc
Native Rotor
23.49
0_C
O.0
0.�
1_�
�_c
2.1
1.E
1.?
0.�
O.0
0.00 -
0.00
0J2� 456,767
2.08� 1,319,550
2.64� 1,674,814
2.84� 1,801,694
2.48 1, 573, 310
1.80� 1,141,918
0.72 456.767
13.28
8,424,820
25.85
144.37
6.15
memorandum
To: TST Inc. Consulting Engineers
From: Rachel Kullman, P.E.
Date: July 11, 2024
Re: Montava Non-Potable Water Balance (West of Giddings Road)
[JLLMAN
The purpose of this memorandum is to describe a non-potable water balance calculated for the
portion of the Montava Development that will be located west of Giddings Road.
Montava's non-potable system (west of Giddings Road) will include a non-potable pond (West
Pond), pump station and a piping network used to distribute non-potable surface water (from
shares in the Water Supply & Storage Company (WSSC)) and groundwater (from multiple
groundwater wells) to multiple phases of residential development (including residential and open
space landscapes).
The following summarizes the areas that will be irrigated under Montava's non-potable system
(west of Giddings Road):
Residential = 12.82 acres
Open Space = 53.95 acres
Total = 66.77 acres
Landscapes under the non-potable system will include a mixture of turFgrass, native grass, trees
and shrubs.
Non-Potable Irrigation Demand
The annual irrigation water demand under the non-potable system (west of Giddings Road) for
the residential and open space areas was estimated by Hines Inc.' to be equal to 119.66 acre-
feet per year. We have reviewed the assumptions used by Hines Inc. in calculating these
demands and find them reasonable based our professional experience. More specifically, Hines
Inc. used the following assumptions to develop the demand estimates for Montava:
• Weather data:
• Weather data obtained from a number of regional weather stations, over an
extended historical period..
• Used an average of collected weather data for calculations.
• Consumptive use method:
• Used Penman-Monteith
' The demand estimates provided by Hines Inc. were obtained in September 2023 and are subject to
change as development plans are finalized.
E
• Verified approach by comparing results to other methods calculated by Northern
Colorado Water Conservancy District, Colorado State University, and Open ET.
• Seasonal Crop Coefficients:
• Turf: 0.7 hybrid type; 0.5 for Enviroturf
• Ornamental Tree/Shrub: 0.5
• Native Grasses: 0.3
• Rootzone Depth:
• Turf — 6-inches
• Shrubs — 18-inches
• Trees — 36-inches
• Native Grass — 12-inches
• Irrigation Application Efficiency:
• Turf — overhead spray
• Rotor — 75% efficient
• Pop Up Spray — 65% efficient
• Trees & Shrubs - Point Source Drip — 95% efficient
• Native — Overhead Spray — 75% efficient
It should be noted that the irrigation demands presented in this memorandum are equivalent to
a delivery requirement, not a consumptive use requirement. Therefore, inefficiencies associated
with the various methods of application and water storage capacity in the soil are already
considered within these values. The irrigation demand calculations completed by Hines Inc. for
Montava are equal to 1.79 acre-feet per acre, which is reasonable given the planned landscape
materials and irrigation application methods.
Non-Potable Water Sources
When non-potable surface water supplies are available to Montava under the WSSC system,
those sources will be used before groundwater to meet irrigation demands. Any unmet demands
will be met with groundwater available from six existing wells (Portner Well #1, Portner Well #2,
Kluver Well #1, Kluver Well #2, Fitzsimmons Well #1, and Fitzsimmons Well #2).
The transmountain (TM) component associated with three of Montava's 3.25 WSSC shares are
intended to be used for augmentation in Montava's pending augmentation plan. Although
Montava will have the option to use the TM portion of these three shares for irrigation, should
they not be needed for augmentation, Montava does not consider these TM shares to be a
source of supply for their planned non-potable system. Montava will use the remaining native-
only component of these three shares, as well as both the TM and native components of the
remaining 0.25 WSSC share to supply its non-potable irrigation system. The WSSC water will
be delivered to the West Pond when available to Montava.
Phone : 505-690-1432 I Email : rachel@kullmanwater.com I Web : www.kullmanwater.com
Address: P.O. Box 5464 Santa Fe, NM 87502
3
The Applegate Report2 quantifies the average annual delivery yield associated with the TM
portion and native-only portion of Montava's WSSC shares. The estimated average annual
delivery yield, on a per share basis, is as follows:
TM-only WSSC share = 35.85 acre-feet per year
Native-only WSSC share = 44.12 acre-feet per year
Full WSSC share = 79.97 acre-feet per year
For Montava's three native-only shares and full quarter WSSC share, the anticipated delivery
yield is 152.4 acre-feet per year.
Irrigation water available under the WSSC system is not often available during the first part of
May, but can often times be available into early September. For this reason, we assume WSSC
will be available to meet demands during the entire months of June, July and August, but only
half of the month in May and September. No WSSC water is likely to be available during the
months of April and October.
Groundwater available from the six existing groundwater wells is capable of legally and
physically being delivered for irrigation to the Montava non-potable system (west of Giddings
Road). Groundwater will be pumped from the wells, delivered to the West Pond, and
redistributed throughout the non-potable system for delivery to irrigation sites. Proper
measurement and accounting will be developed to ensure use of the water from these wells is
compliant with relevant decrees, permits, and any other requirements, including the decreed
location of use.
Water Balance
The following table includes a water balance for the Montava non-potable system (west of
Giddings Road), including irrigation demands and irrigation supplies (both WSSC and
groundwater).
• WSSC is estimated to entirely meet the demands during the months of June, July and
August, but only half of the demands during the months of May and September. In the
water balance, we assumed that the WSSC shares cannot be stored in the West Pond
for more than 72-hours.
• The remaining demands in May and September, as well as all the demands in April and
October are met with groundwater. We assume that use from the groundwater wells is
limited to their decreed place of use.
z Engineering Report in Case No. 20CW3208, Water Supply & Storage Company Water Rights Change-
of-Use. Prepared by Applegate Group, Inc., July 2024.
Phone : 505-690-1432 I Email : rachel@kulimanwater.com I Web : www.kullmanwater.com
Address: P.O. Box 5464 Santa Fe, NM 87502
4
Month
M ay
June
July
August
Se pte mbe r
October
Total
Demand
Residenti
al & Open
Spaces
AF
6.5
18.7
23.8
25.6
22.3
16.2
6.5
119.7
Montava West Side Non-Potable I
WSSC
Shares
Used
AF
0.0
9.4
23.8
25.6
22.3
8.1
0.0
89.2
Portner
Well #1
AF
0.4
0.6
0.0
0.0
0.0
0.5
0.4
1.8
Portner
Well #2
AF
0.4
0.6
0.0
0.0
0.0
0.5
0.4
1.8
Kluver
Well #1
AF
1.5
2.2
0.0
0.0
0.0
1.9
1.5
7.0
Su
Kluver
Well #2
AF
1.5
2.2
0.0
0.0
0.0
1.9
1.5
7.0
m
Fitzsim
mons
Well #1
AF
1.4
2.0
0.0
0.0
0.0
1.7
1.4
6.4
Fitzsim
mons
Well #2
AF
1.4
2.0
0.0
0.0
0.0
1.7
1.4
6.4
Total
Ground
wate r
AF
6.5
9.4
0.0
0.0
0.0
8.1
6.5
30.5
Total
Supply
AF
6.5
18.7
23.8
25.6
22.3
16.2
6.5
119.7
WATER BALANCE (Supply- Demand), AF = 0.0
Estimated WSSC Yield, AF = 152.4
Total WSSC Use, AF = 89.2
Amount of Excess WSSC, AF = 63.1
As shown, only 89.2 acre-feet of WSSC, out of an estimated 152.4 acre-feet per year available,
is needed to meet the irrigation demands. A total of 30.5 acre-feet per year of groundwater is
needed to meet the unmet demands in April, May, September and October. This amount of
groundwater is far less than what has historically been used from these wells for agricultural
irrigation.
It should also be noted that although the water demands and water supplies presented in this
water balance are based on average conditions, there is likely to be sufficient water supplies
available under the WSSC shares and groundwater wells to cover any increases in demand or
to mitigate for any decreases in surface water supplies. Additionally, because the irrigation
system demands have not yet been quantified for the non-potable system that will be located on
the east side of Montava, we have not yet completed a water balance for that non-potable
system.
Phone : 505-690-1432 I Email : rachel@kullmanwater.com I Web : www.kullmanwater.com
Address: P.O. Box 5464 Santa Fe, NM 87502