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LANE DITCH

Structure dossier · WDID 4001009 · 1 · MINNESOTA CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 03:00 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 1883-04-01170th most senior of the 4661 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: PAONIA DITCH MINNESOTA CREEK ALTERNATE P (1883-03-02). Immediately behind: SHEPHERD & WILMOT DITCH (1884-03-05).

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
14413.121441883-04-011901-04-12 0.1250.0 CIRRAUG 5
14413.128751885-04-011901-04-12 0.8750.0 CIRRAUG 15
24894.191271902-05-151920-08-28 0.3750.0 CIRRAUG B13
29260.191271902-05-151937-05-28 0.6250.0 CIRRAUG H41

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 130 AF. Its most recent year on record, 2024, came in at 49 AF — 38% 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)
2010 41 1st lowest of 15 · 32% of median 43 0.5
2011 52 3rd lowest of 15 · 40% of median 57 0.8
2012 94 6th lowest of 15 · 72% of median 92 0.8
2013 416 15th lowest of 15 · 320% of median 99 3.0
2014 341 14th lowest of 15 · 262% of median 94 3.5
2015 273 11th lowest of 15 · 210% of median 126 1.5
2016 157 9th lowest of 15 · 121% of median 86 2.6
2017 285 12th lowest of 15 · 219% of median 81 3.0
2018 70 4th lowest of 15 · 54% of median 101 0.6
2019 318 13th lowest of 15 · 245% of median 109 1.8
2020 130 8th lowest of 15 · 100% of median 163 1.5
2021 87 5th lowest of 15 · 67% of median 146 0.5
2022 171 10th lowest of 15 · 132% of median 86 1.2
2023 124 7th lowest of 15 · 95% of median 109 1.2
2024 49 2nd lowest of 15 · 38% of median 100 0.2

How good is our record of it?

Grade B (8/10 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 6514 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 56% of the irrigation seasons in 1970-2024 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.