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WHITELEY NELSON RESERVOIR

Structure dossier · WDID 5803547 · 3 · WHIPPLE CREEK · DWR record

Where this page's figures come from

Generated 2026-08-27 23:11 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 1911-04-14621st most senior of the 3097 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: WHITELEY NELSON LAT C DITCH (1911-04-14). Immediately behind: ELGIN CREEK DITCH (1889-07-13).

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
32835.223831911-04-141940-02-14 428.580.0 AIRR 209AA

Recorded use (last 8 years on record)

In a median year this structure has a recorded diversion of 230 AF. Its most recent year on record, 2023, came in at 20 AF — 9% of that, and 1st lowest of the 3 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)
2011 no recorded volume 563 0
2012 no recorded volume 320 0
2013 no recorded volume 576 0
2014 no recorded volume 229 0
2015 230 2nd lowest of 3 · 100% of median 208 15 8.5
2016 no recorded volume 580 0
2022 283 3rd lowest of 3 · 123% of median 36 4.3
2023 20 1st lowest of 3 · 9% of median 4 4.0

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 1 right(s), seniority decoded
diversion record fragment 55 measured day(s) on file (under 180 -- a season, not a history)
record continuity unknown record too short to assess continuity (needs 2+ years of span and 180+ 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.