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GURNEY DITCH

Structure dossier · WDID 4000680 · 1 · SURFACE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:26 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 1892-04-011127th most senior of the 4661 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: WEIR PARK RESERVOIR (1891-09-15). Immediately behind: ZANOLA AND PELAZINI D (1892-04-01).

Decreed rights (2)

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
20501.154321892-04-011907-09-28 2.370.0 CIRR 33
29260.21091907-09-291937-05-28 1.580.0 CIRR H65

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 568 AF. Its most recent year on record, 2024, came in at 334 AF — 59% 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)
2010 587 9th lowest of 15 · 103% of median 153 3.3
2011 842 15th lowest of 15 · 148% of median 162 5.2
2012 332 5th lowest of 15 · 58% of median 142 3.6
2013 267 3rd lowest of 15 · 47% of median 125 3.5
2014 647 11th lowest of 15 · 114% of median 159 4.4
2015 565 7th lowest of 15 · 100% of median 157 4.2
2016 813 14th lowest of 15 · 143% of median 184 4.7
2017 725 13th lowest of 15 · 128% of median 191 3.8
2018 104 1st lowest of 15 · 18% of median 62 1.8
2019 708 12th lowest of 15 · 125% of median 177 3.8
2020 291 4th lowest of 15 · 51% of median 143 2.9
2021 172 2nd lowest of 15 · 30% of median 90 2.8
2022 568 8th lowest of 15 · 100% of median 169 3.8
2023 635 10th lowest of 15 · 112% of median 169 4.0
2024 334 6th lowest of 15 · 59% of median 148 3.4

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.