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WHATLEY NO 5 DITCH

Structure dossier · WDID 3600875 · 1 · MIDDLE BARTON CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:45 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 1912-05-15299th most senior of the 1247 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: WHATLEY NO 4 DITCH (1912-05-15). Immediately behind: SAWMILL DITCH (1918-05-01).

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
30184.22781912-05-151937-10-26 0.00.0 CIRR 226
30184.236191914-09-011937-10-26 0.00.0 CIRR 231
30184.238751915-05-151937-10-26 0.00.0 CIRR 232
30184.238921915-06-011937-10-26 1.00.0 CIRR 233
30184.239531915-08-011937-10-26 0.00.0 CIRR 234

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 55 AF. Its most recent year on record, 2024, came in at 9 AF — 16% of that, and 1st 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)
2009 33 5th lowest of 15 · 60% of median 26 0.8
2010 55 8th lowest of 15 · 100% of median 67 0.5
2012 28 4th lowest of 15 · 51% of median 79 0.2
2013 37 6th lowest of 15 · 67% of median 106 0.2
2014 83 9th lowest of 15 · 151% of median 58 0.8
2015 146 12th lowest of 15 · 266% of median 62 5.1
2016 189 14th lowest of 15 · 344% of median 116 1.0
2017 128 11th lowest of 15 · 233% of median 68 2.3
2018 156 13th lowest of 15 · 284% of median 96 1.2
2019 206 15th lowest of 15 · 374% of median 96 1.5
2020 40 7th lowest of 15 · 73% of median 31 1.0
2021 105 10th lowest of 15 · 191% of median 46 1.9
2022 13 2nd lowest of 15 · 24% of median 38 0.4
2023 24 3rd lowest of 15 · 44% of median 32 1.7
2024 9 1st lowest of 15 · 16% of median 30 0.3

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 5 right(s), seniority decoded
diversion record present 4416 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 35% of the irrigation seasons in 1965-2024 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.