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HOMESTEAD DITCH

Structure dossier · WDID 5700545 · 1 · TROUT CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 02:44 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 1901-05-0168th most senior of the 1003 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: SPRUCE HILL DITCH (1900-09-07). Immediately behind: RICH DITCH (1896-10-08).

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
18885.187481901-05-011902-09-15 4.660.0 CSTOIRRINDFIRPWRALL 67
19251.192361902-09-011903-09-21 1.660.0 CSTOIRRINDFIRPWRALL 74
25393.231011913-04-011920-06-29 4.050.0 CIRRDOM 98
39925.375291952-10-011962-11-15 5.550.0 CIRRDOM A-23

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 714 AF. Its most recent year on record, 2025, came in at 1,091 AF — 153% of that, and 13th 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 714 8th lowest of 15 · 100% of median 37 10.0
2012 1,035 11th lowest of 15 · 145% of median 161 5.7
2013 559 7th lowest of 15 · 78% of median 61 5.9
2014 555 6th lowest of 15 · 78% of median 53 5.5
2015 166 3rd lowest of 15 · 23% of median 42 2.5
2016 408 5th lowest of 15 · 57% of median 40 6.8
2017 937 10th lowest of 15 · 131% of median 66 7.5
2018 0 1st lowest of 15 · 0% of median 5 0.0
2019 387 4th lowest of 15 · 54% of median 121 4.3
2020 889 9th lowest of 15 · 124% of median 112 11.5
2021 91 2nd lowest of 15 · 13% of median 52 1.0
2022 1,064 12th lowest of 15 · 149% of median 124 13.0
2023 1,418 15th lowest of 15 · 199% of median 78 13.0
2024 1,101 14th lowest of 15 · 154% of median 68 10.0
2025 1,091 13th lowest of 15 · 153% of median 82 10.0

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 4 right(s), seniority decoded
diversion record present 7449 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 38% of the irrigation seasons in 1934-2025 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.