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KELLER BROTHERS DITCH

Structure dossier · WDID 4100536 · 1 · SPRING CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:03 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 1885-04-01141st 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: ROATCAP SPRING NO 2 (1926-04-17). Immediately behind: CHAIREZ WELL NO 1 (1886-04-01).

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
29038.128751885-04-011941-12-04 2.00.0 CIRR 162

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 333 AF. Its most recent year on record, 2025, came in at 187 AF — 56% of that, and 3rd 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)
2008 48 1st lowest of 15 · 14% of median 14 3.0
2009 496 13th lowest of 15 · 149% of median 54 5.0
2010 246 5th lowest of 15 · 74% of median 25 5.9
2011 684 14th lowest of 15 · 205% of median 69 6.9
2012 274 6th lowest of 15 · 82% of median 26 6.0
2013 333 8th lowest of 15 · 100% of median 45 7.0
2014 390 10th lowest of 15 · 117% of median 49 6.0
2015 776 15th lowest of 15 · 233% of median 93 6.0
2016 406 11th lowest of 15 · 122% of median 40 8.4
2017 355 9th lowest of 15 · 107% of median 61 4.4
2019 452 12th lowest of 15 · 136% of median 40 6.0
2020 164 2nd lowest of 15 · 49% of median 18 5.5
2021 210 4th lowest of 15 · 63% of median 31 4.2
2022 310 7th lowest of 15 · 93% of median 40 5.0
2025 187 3rd lowest of 15 · 56% of median 26 4.0

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.