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SQUARE S CONS D SYS

Structure dossier · WDID 4300948 · 1 · PICEANCE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 02:53 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1884-12-0321st most senior of the 3293 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: METZ DITCH (1884-12-02). Immediately behind: SQUARE S CONS D ALT PT (1884-12-03).

Decreed rights (5)

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
12756.01884-12-031890-10-22 1.50.0 CIRR 16B
13270.01886-05-011890-10-22 2.50.0 CIRR 30A
13274.01886-05-051890-10-22 0.50.0 CIRR 39A
13509.01886-12-261889-05-10 5.20.0 CIRR 55
32172.245921917-05-011942-05-26 8.60.0 CIRR 467Z21, 46

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 540 AF. Its most recent year on record, 2025, came in at 447 AF — 83% of that, and 6th lowest of the 15 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)
2011 3,166 15th lowest of 15 · 586% of median 126 23.0
2012 594 9th lowest of 15 · 110% of median 95 4.9
2013 941 12th lowest of 15 · 174% of median 131 6.8
2014 1,000 13th lowest of 15 · 185% of median 135 3.8
2015 2,328 14th lowest of 15 · 431% of median 125 12.3
2016 856 11th lowest of 15 · 158% of median 68 11.3
2017 195 1st lowest of 15 · 36% of median 46 2.2
2018 413 3rd lowest of 15 · 76% of median 106 4.1
2019 540 8th lowest of 15 · 100% of median 39 8.0
2020 432 4th lowest of 15 · 80% of median 134 4.0
2021 253 2nd lowest of 15 · 47% of median 56 4.5
2022 445 5th lowest of 15 · 82% of median 136 5.7
2023 777 10th lowest of 15 · 144% of median 71 8.0
2024 509 7th lowest of 15 · 94% of median 77 3.7
2025 447 6th lowest of 15 · 83% of median 78 4.0

How good is our record of it?

Grade B (8/10 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 5 right(s), seniority decoded
diversion record present 4151 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 50% of the irrigation seasons in 1986-2025 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.