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SCHILLING D

Structure dossier · WDID 2500646 · 1 · SAN LUIS CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 21:14 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 1872-07-0164th most senior of the 847 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: PETERSON D 1 (1872-04-01). Immediately behind: SHELLABARGER HOME D 1 (1872-12-16).

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
8218.01872-07-011890-03-28 2.80.0 CIRR 23

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 95 AF. Its most recent year on record, 2025, came in at 0 AF — 0% of that, and 1st 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 0 1st lowest of 15 · 0% of median 11 0.0
2012 0 1st lowest of 15 · 0% of median 9 0.0
2013 0 1st lowest of 15 · 0% of median 7 0.0
2014 95 8th lowest of 15 · 100% of median 30 2.8
2015 358 13th lowest of 15 · 377% of median 69 7.5
2016 456 15th lowest of 15 · 480% of median 72 4.2
2017 378 14th lowest of 15 · 398% of median 66 5.0
2018 0 1st lowest of 15 · 0% of median 1 0.0
2019 312 12th lowest of 15 · 328% of median 76 5.0
2020 0 1st lowest of 15 · 0% of median 18 0.0
2021 104 9th lowest of 15 · 110% of median 38 2.8
2022 0 1st lowest of 15 · 0% of median 17 0.0
2023 131 10th lowest of 15 · 138% of median 45 1.5
2024 223 11th lowest of 15 · 235% of median 57 4.2
2025 0 1st lowest of 15 · 0% of median 13 0.0

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.