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GRAND CREEK RANCH PUMP STATION

Structure dossier · WDID 5101235 · 8 · SKYLARK CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:35 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (2deb1d7) — every figure regenerates from this named code version and data image.

Where it sits

Location as DWR records it. Faint dots are the neighbouring water; click any to open it.

Which of its rights are out of priority?

Not computable for this structure: this structure is not on the modelled flow network, so no reference gage can honestly stand in for it.

Where it sits in line

Priority 2008-08-262044th most senior of the 2208 structures with decreed rights in this water districtDWR's administrative subdivision of a river basin; the unit calls are usually stated in..

Under prior appropriationColorado's rule for sharing water: first in time, first in right. Age decides, not proximity or need., everything ahead of it in this line is satisfied in full before it receives any water. Immediately ahead: STOWELL POND NO 2 (2001-06-01). Immediately behind: GRAND CREEK RANCH RESERVOIR UPPER (2008-08-26).

Decreed rights (1)

Admin noDWR's numeric encoding of a water right's seniority. Smaller is more senior; the integer part counts days from 1849-12-31 to the date that ranks the right. AppropriatedWhen water was first put to beneficial use. It sets seniority unless a prior adjudication date is later. AdjudicatedWhen the water court confirmed the right. A use decreed in 1975 was not a decreed use in 1955, however old the appropriation is. AbsoluteA right actually put to use, as opposed to conditional -- a placeholder for a use not yet made. ConditionalA right reserving a place in line for a use not yet made; it must be diligently pursued or it lapses. UnitsUsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on.Case
58074.579472008-08-262009-12-31 3.00.0 CIRR

Recorded use (last 10 years on record)

In a median year this structure has a recorded diversion of 266 AF. Its most recent year on record, 2024, came in at 197 AF — 74% of that, and 3rd lowest of the 10 years with a recorded volume.

YearDiverted (AFA volume: one acre covered a foot deep, about 326,000 gallons -- roughly a suburban household's outdoor use for a year.)Compared with its own recordDays recordedPeak (cfs)
2014 80 1st lowest of 10 · 30% of median 26 3.0
2016 142 2nd lowest of 10 · 53% of median 34 2.6
2017 227 4th lowest of 10 · 85% of median 58 3.2
2018 270 6th lowest of 10 · 102% of median 73 3.0
2019 329 7th lowest of 10 · 124% of median 60 3.0
2020 393 9th lowest of 10 · 148% of median 67 3.0
2021 345 8th lowest of 10 · 130% of median 59 3.0
2022 393 9th lowest of 10 · 148% of median 70 3.0
2023 262 5th lowest of 10 · 98% of median 121 3.0
2024 197 3rd lowest of 10 · 74% of median 106 2.2

How good is our record of it?

Grade B (7/10 points) — the components below are the finding; the letter alone is not.

The rubric, component by component
CheckStateDetail
identity complete name, type, and water source all on file
decreed rights on file 1 right(s), seniority decoded
diversion record present 674 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 31% of the irrigation seasons in 2014-2024 carry measured days
published-record stability stable no upstream revisions recorded against this structure

Advisory reading aid on public data — not an administrative or legal conclusion, not a title opinion, and not a substitute for DWR administration or an engineer's analysis. Methodology review status is disclosed at hydrohistorian's basin pages.