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BUCKSKIN-NAILOR DITCH
Structure dossier · WDID 7800513 · 1 · PIEDRA RIVER · DWR record
Where this page's figures come from
Generated 2026-08-27 21:00 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (f6d7fdc) — 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 1900-03-20 — 66th most senior of the 366 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: JOHN SMITH DITCH AND JOHN SMITH NO. 2 DI (1899-12-31). Immediately behind: TONER AND STEVENS DITCH (1900-08-03).
Decreed rights (7)
| 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. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 18341.0 | 1900-03-20 | 1902-01-20 | 2.0 | 0.0 | C | IRR | #118 |
| 22962.18536 | 1900-10-01 | 1928-06-05 | 4.75 | 0.0 | C | IRR | #193 |
| 25749.0 | 1920-07-01 | 1928-06-05 | 1.0 | 0.0 | C | IRR | #221 |
| 33967.0 | 1942-12-31 | 1962-04-19 | 1.0 | 0.0 | C | IRR | #324 |
| 41016.27545 | 1925-06-01 | 1968-12-19 | 2.0 | 0.0 | C | IRR | 68-33 |
| 41016.28488 | 1927-12-31 | 1968-12-19 | 9.0 | 0.0 | C | IRR | 68-36 |
| 41016.31906 | 1937-05-10 | 1968-12-19 | 2.175 | 0.0 | C | IRRFIRDOM | 68-58 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 4,046 AF. Its most recent year on record, 2025, came in at 4,484 AF — 111% of that, and 9th lowest of the 15 years with a recorded volume.
This structure records both diversions and reservoir releases — they are separate water movements and are accounted separately below.
| Year | Diverted (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 record | Released (AF) | Days recorded | Peak (cfs) |
|---|---|---|---|---|---|
| 2011 | 3,539 | 3rd lowest of 15 · 88% of median | 646 | 202 | 21.5 |
| 2012 | 4,746 | 13th lowest of 15 · 117% of median | 2,032 | 205 | 19.9 |
| 2013 | 4,977 | 15th lowest of 15 · 123% of median | 1,510 | 200 | 23.9 |
| 2014 | 4,643 | 11th lowest of 15 · 115% of median | 1,674 | 178 | 16.8 |
| 2015 | 3,651 | 4th lowest of 15 · 90% of median | 1,137 | 208 | 18.9 |
| 2016 | 3,819 | 6th lowest of 15 · 94% of median | 1,181 | 197 | 16.0 |
| 2017 | 4,614 | 10th lowest of 15 · 114% of median | 1,310 | 191 | 17.3 |
| 2018 | 3,320 | 1st lowest of 15 · 82% of median | 219 | 206 | 17.4 |
| 2019 | 4,027 | 7th lowest of 15 · 100% of median | — | 213 | 15.1 |
| 2020 | 3,688 | 5th lowest of 15 · 91% of median | — | 273 | 16.8 |
| 2021 | 4,755 | 14th lowest of 15 · 118% of median | — | 306 | 18.6 |
| 2022 | 3,470 | 2nd lowest of 15 · 86% of median | — | 182 | 12.4 |
| 2023 | 4,046 | 8th lowest of 15 · 100% of median | — | 208 | 16.2 |
| 2024 | 4,651 | 12th lowest of 15 · 115% of median | — | 186 | 20.8 |
| 2025 | 4,484 | 9th lowest of 15 · 111% of median | — | 186 | 20.0 |
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.