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DAVID HIGH LINE DITCH

Structure dossier · WDID 5900543 · 1 · MILL CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 00:09 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 1904-05-03264th most senior of the 2360 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: LANDS END WELL NO 2 (1904-04-26). Immediately behind: LONE PINE W W DITCH (1904-05-10).

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
19846.01904-05-031906-09-14 1.8750.0 CIRR 168

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 206 AF. Its most recent year on record, 2025, came in at 339 AF — 165% of that, and 13th 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 233 10th lowest of 15 · 113% of median 43 3.2
2012 57 1st lowest of 15 · 28% of median 123 0.6
2013 209 9th lowest of 15 · 102% of median 71 2.1
2014 283 12th lowest of 15 · 137% of median 133 2.1
2015 79 2nd lowest of 15 · 38% of median 121 0.5
2016 111 3rd lowest of 15 · 54% of median 95 1.5
2017 468 14th lowest of 15 · 227% of median 125 5.6
2018 174 6th lowest of 15 · 84% of median 90 2.1
2019 842 15th lowest of 15 · 409% of median 168 5.5
2020 179 7th lowest of 15 · 87% of median 174 1.2
2021 206 8th lowest of 15 · 100% of median 145 1.4
2022 242 11th lowest of 15 · 118% of median 161 1.5
2023 139 4th lowest of 15 · 68% of median 143 0.7
2024 144 5th lowest of 15 · 70% of median 176 0.9
2025 339 13th lowest of 15 · 165% of median 152 4.3

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 1 right(s), seniority decoded
diversion record present 5236 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 48% of the irrigation seasons in 1975-2025 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.