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FOOTHILLS RES

Structure dossier · WDID 0504071 · 3 · SAINT VRAIN CREEK · DWR record

Where this page's figures come from

Generated 2026-08-28 00:08 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 1910-07-13217th most senior of the 1289 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: OCHS SPRING E (1909-12-31). Immediately behind: JAMES DITCH LYKINS GULCH (1910-08-29).

Decreed rights (2)

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
22108.01910-07-131926-06-01 4239.00.0 AIRROTH
29219.01929-12-311951-07-23 2506.00.0 AIRR

Recorded use (last 15 years on record)

In a median year this structure has a recorded diversion of 2,075 AF. Its most recent year on record, 2024, came in at 2,186 AF — 105% of that, and 7th lowest of the 12 years with a recorded volume.

This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.

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 recordReleased (AF)Days recordedPeak (cfs)
2010 778 3rd lowest of 12 · 38% of median 4,592 26 22.0
2011 no recorded volume 2,400 0
2012 276 1st lowest of 12 · 13% of median 4,412 8 24.0
2013 no recorded volume 605 0
2014 no recorded volume 2,690 0
2015 1,028 5th lowest of 12 · 50% of median 2,793 11 70.0
2016 1,964 6th lowest of 12 · 95% of median 3,251 50 30.0
2017 4,879 10th lowest of 12 · 235% of median 339 22 120.0
2018 579 2nd lowest of 12 · 28% of median 16 20.0
2019 3,025 8th lowest of 12 · 146% of median 1,967 69 45.0
2020 3,828 9th lowest of 12 · 184% of median 2,836 17 180.0
2021 5,911 11th lowest of 12 · 285% of median 2,609 28 120.0
2022 972 4th lowest of 12 · 47% of median 1,614 10 60.0
2023 6,744 12th lowest of 12 · 325% of median 1,587 54 160.0
2024 2,186 7th lowest of 12 · 105% of median 1,697 45 30.0

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 2 right(s), seniority decoded
diversion record present 1605 measured days; currency unknown (no data-coverage date to compare against)
record continuity sparse 15% of the irrigation seasons in 1974-2024 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.