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SMITH IRRIGATING DITCH

Structure dossier · WDID 4200545 · 1 · KANNAH CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:21 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 1884-11-0113th most senior of the 726 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: NORTHWESTERN DITCH (1884-11-01). Immediately behind: VANPELT COX SEEPAGE D (1884-11-01).

Decreed rights (4)

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
12724.01884-11-011888-07-25 1.760.0 CIRR NO.2
13007.01885-08-111888-07-25 0.80.0 CIRR NO.3
13234.01886-03-261888-07-25 19.60.0 CIRR NO.7
30895.256881920-05-011941-07-25 0.450.0 CIRR NO.18

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 936 AF. Its most recent year on record, 2024, came in at 1,198 AF — 128% of that, and 12th 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 1,102 11th lowest of 15 · 118% of median 190 6.9
2011 1,404 14th lowest of 15 · 150% of median 203 7.0
2012 602 3rd lowest of 15 · 64% of median 173 6.0
2013 744 6th lowest of 15 · 80% of median 203 4.4
2014 936 8th lowest of 15 · 100% of median 193 5.1
2015 696 5th lowest of 15 · 74% of median 200 5.8
2016 1,088 10th lowest of 15 · 116% of median 186 8.5
2017 786 7th lowest of 15 · 84% of median 192 4.7
2018 376 2nd lowest of 15 · 40% of median 112 13.9
2019 1,550 15th lowest of 15 · 166% of median 199 10.2
2020 937 9th lowest of 15 · 100% of median 199 11.6
2021 373 1st lowest of 15 · 40% of median 115 7.8
2022 624 4th lowest of 15 · 67% of median 144 10.3
2023 1,307 13th lowest of 15 · 140% of median 196 9.2
2024 1,198 12th lowest of 15 · 128% of median 177 7.8

How good is our record of it?

Grade A (9/10 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 4 right(s), seniority decoded
diversion record present 9247 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 87% of the irrigation seasons in 1975-2024 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.