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SALEM DITCH

Structure dossier · WDID 4700863 · 1 · WILLOW CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 05:23 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (a1c9146) — 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 1884-06-3028th most senior of the 1262 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: ALEXIS NO 1 DITCH (1884-06-20). Immediately behind: MOORE NO 1 DITCH (1884-08-01).

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
12600.01884-06-301892-09-19 1.50.0 CIRR 19(18)
13680.01887-06-151892-09-19 2.50.0 CIRR 97(90)
14046.01888-06-151892-09-19 2.00.0 CIRR 143(131)
14411.01889-06-151892-09-19 2.00.0 CIRR 172
30280.147311890-05-011939-06-20 36.80.0 CIRR 666

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 685 AF. Its most recent year on record, 2025, came in at 117 AF — 17% of that, and 2nd 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)
2008 579 5th lowest of 15 · 84% of median 74 6.3
2009 887 11th lowest of 15 · 130% of median 61 11.0
2010 821 10th lowest of 15 · 120% of median 58 11.0
2011 1,198 14th lowest of 15 · 175% of median 58 16.0
2012 579 5th lowest of 15 · 84% of median 93 5.4
2013 685 8th lowest of 15 · 100% of median 72 7.0
2014 1,507 15th lowest of 15 · 220% of median 69 15.0
2015 1,000 12th lowest of 15 · 146% of median 43 12.0
2016 1,165 13th lowest of 15 · 170% of median 48 31.0
2017 641 7th lowest of 15 · 94% of median 103 6.9
2019 312 3rd lowest of 15 · 46% of median 53 3.1
2021 339 4th lowest of 15 · 50% of median 58 5.2
2023 752 9th lowest of 15 · 110% of median 50 8.6
2024 19 1st lowest of 15 · 3% of median 3 4.7
2025 117 2nd lowest of 15 · 17% of median 49 1.3

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 3061 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 20% of the irrigation seasons in 1955-2025 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.