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HENDERSON-SMITH HEADGATE WELL 6

Structure dossier · WDID 6406721 · 2 · SOUTH PLATTE RIVER · DWR record

Where this page's figures come from

Generated 2026-08-28 02:51 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 1873-07-1522nd most senior of the 2052 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: HENDERSON-SMITH HEADGATE WELL 5 (1873-07-15). Immediately behind: CAMPBELL WELL 1-4402F (1873-09-17).

Decreed rights (9)

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
8597.01873-07-151894-11-15 0.00.0 CIRRMUNCOMINDRECFISFIRDOMAUGPWR
8661.01873-09-171894-11-15 0.00.0 CIRRMUNCOMINDRECFISFIRDOMAUGPWR
11292.01880-11-301894-11-15 0.00.0 CIRRMUNCOMINDRECFISFIRDOMAUGPWR
11861.01882-06-221894-11-15 0.00.0 CRCH
12577.01884-06-071894-11-15 0.00.0 CIRRMUNCOMINDRECFISFIRDOMAUGPWR
13349.01886-07-191894-11-15 0.00.0 CIRRMUNCOMINDRECFISFIRDOMAUGPWR
22059.01910-05-251914-01-15 0.00.0 AIRRMUNCOMINDRECFISFIRDOMAUGPWR
31423.292191929-12-311965-10-18 0.00.0 AIRRMUNCOMINDRECFISFIRDOMAUGPWR
54237.01998-06-301998-12-31 0.05.57 CRCH

Recorded use (last 8 years on record)

In a median year this structure has a recorded diversion of 410 AF. Its most recent year on record, 2024, came in at 316 AF — 77% of that, and 3rd lowest of the 8 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)
2017 1,048 7th lowest of 8 · 256% of median 126 9.7
2018 347 4th lowest of 8 · 85% of median 46 4.7
2019 801 6th lowest of 8 · 196% of median 101 4.8
2020 472 5th lowest of 8 · 115% of median 61 4.8
2021 184 2nd lowest of 8 · 45% of median 33 5.0
2022 109 1st lowest of 8 · 27% of median 25 3.6
2023 1,266 8th lowest of 8 · 309% of median 181 3.7
2024 316 3rd lowest of 8 · 77% of median 62 3.9

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 9 right(s), seniority decoded
diversion record present 635 measured days; currency unknown (no data-coverage date to compare against)
record continuity patchy 42% of the irrigation seasons in 2017-2024 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.