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NEUGART DITCH

Structure dossier · WDID 4100546 · 1 · SPRING CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 22:44 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 1883-06-0138th most senior of the 1104 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: STITELER DITCH (1883-03-02). Immediately behind: SPRING CREEK VALLEY D (1883-06-13).

Decreed rights (1)

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
12205.01883-06-011890-06-30 2.080.0 CIRR 3, 33

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 638 AF. Its most recent year on record, 2025, came in at 972 AF — 152% of that, and 11th 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)
2011 400 3rd lowest of 15 · 63% of median 194 2.1
2012 588 6th lowest of 15 · 92% of median 216 2.5
2013 673 9th lowest of 15 · 106% of median 184 2.4
2014 342 2nd lowest of 15 · 54% of median 187 1.4
2015 578 5th lowest of 15 · 91% of median 200 2.0
2016 333 1st lowest of 15 · 52% of median 197 1.6
2017 628 7th lowest of 15 · 98% of median 210 2.3
2018 429 4th lowest of 15 · 67% of median 209 1.8
2019 638 8th lowest of 15 · 100% of median 203 3.5
2020 1,050 13th lowest of 15 · 165% of median 204 3.1
2021 1,221 15th lowest of 15 · 191% of median 209 3.8
2022 1,206 14th lowest of 15 · 189% of median 209 3.5
2023 909 10th lowest of 15 · 142% of median 162 3.3
2024 1,035 12th lowest of 15 · 162% of median 187 3.0
2025 972 11th lowest of 15 · 152% of median 178 3.0

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 1 right(s), seniority decoded
diversion record present 12300 measured days; currency unknown (no data-coverage date to compare against)
record continuity continuous 76% of the irrigation seasons in 1950-2025 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.