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DUSING NO 1 DITCH

Structure dossier · WDID 3600597 · 1 · SLATE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:16 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 1883-06-1758th 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: STAFFORD DITCH (1883-06-01). Immediately behind: OLD WHETSTONE SHEEP CREEK DITCH (1883-07-01).

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
12221.01883-06-171910-03-02 1.310.0 CIRR 21
20615.01906-06-111910-03-02 0.00.0 CIRR 173
23620.01914-09-021914-10-12 0.00.0 CIRR 201
25715.242621916-06-051920-12-23 0.00.0 CIRRDOM 212
32075.255661919-12-311952-03-10 0.00.0 CIRR 326

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 370 AF. Its most recent year on record, 2024, came in at 271 AF — 73% 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)
2006 208 1st lowest of 15 · 56% of median 53 3.8
2007 416 9th lowest of 15 · 112% of median 71 4.6
2008 286 4th lowest of 15 · 77% of median 39 4.0
2009 475 11th lowest of 15 · 128% of median 60 6.0
2010 432 10th lowest of 15 · 117% of median 58 6.2
2015 255 2nd lowest of 15 · 69% of median 48 3.0
2016 369 7th lowest of 15 · 100% of median 50 3.8
2017 329 6th lowest of 15 · 89% of median 60 3.6
2018 294 5th lowest of 15 · 80% of median 61 3.3
2019 370 8th lowest of 15 · 100% of median 72 3.6
2020 776 15th lowest of 15 · 210% of median 74 7.5
2021 631 14th lowest of 15 · 170% of median 61 10.1
2022 578 12th lowest of 15 · 156% of median 84 5.6
2023 579 13th lowest of 15 · 156% of median 82 5.7
2024 271 3rd lowest of 15 · 73% of median 81 3.8

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 4441 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.