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JOHNSON DITCH

Structure dossier · WDID 6200644 · 1 · TROUT CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 03:50 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 1885-06-10168th most senior of the 1980 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: MESSLER DITCH (1884-05-10). Immediately behind: ADDINGTON NO 1 D (1886-06-01).

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
20393.129451885-06-101913-05-08 2.00.0 CIRR 111

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 203 AF. Its most recent year on record, 2025, came in at 124 AF — 61% of that, and 3rd 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 85 1st lowest of 15 · 42% of median 73 1.5
2011 400 11th lowest of 15 · 197% of median 88 3.8
2012 204 9th lowest of 15 · 100% of median 146 1.3
2013 188 6th lowest of 15 · 93% of median 96 2.1
2014 203 8th lowest of 15 · 100% of median 65 5.3
2015 405 12th lowest of 15 · 200% of median 88 4.0
2017 515 14th lowest of 15 · 254% of median 77 7.4
2018 140 4th lowest of 15 · 69% of median 79 2.0
2019 429 13th lowest of 15 · 211% of median 107 2.3
2020 200 7th lowest of 15 · 98% of median 72 1.9
2021 106 2nd lowest of 15 · 52% of median 76 1.1
2022 186 5th lowest of 15 · 92% of median 98 1.3
2023 374 10th lowest of 15 · 184% of median 146 4.1
2024 537 15th lowest of 15 · 264% of median 145 4.6
2025 124 3rd lowest of 15 · 61% of median 70 1.1

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 4106 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 39% of the irrigation seasons in 1976-2025 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.