Upper Gunnison River
Upper Gunnison River on the ground — the ditches, wells, reservoirs and gages of Water District 62 · clicktap anything for its record
The well-permit cells in view, as a table
Each row is one ~1-mile cell (0.02°) with the permits the file spots inside it, split into water-supply permits and monitoring holes (DWR’s two monitoring categories: drilled to look at the water, not to pump it). These are permits, not wells: a permit is a piece of paper, and the file does not say which were drilled. Spotting is the file’s own, about a mile at best, which is why the cells are no finer.
| Lat | Lon | Water-supply permits | Monitoring holes |
|---|
Browse this district’s ditches, gages, reservoirs, wells and springs as a list.
The Gunnison River is critically low for late June -- 19% of normal flow. 26 calls stand against it right now; the most senior right calling dates to 1878. This year's runoff outlook, issued 2026-06-01, called for 24% of normal.
Full diagnostic snapshot pending — this district's weekly-style report (system status, active calls, hydrographs, anomaly flags) is produced by the nightly rotation and appears here after its first run. The tabs above are live now.
Schematic
Historical
Evolution of the network
Trends
Source Our computation, no independent reference · computed here from the screened DWR record Source Our computation, no independent reference · no independent reference; see /methods
This year, in context
In the weeks around 2026-07-06 (the newest reading on file), flows at the 6 ranked gages are running at a median 23% of their own long-term norm for this window — 6 below a typical year, 0 at or above. Driest relative to its record: CIMARRON RIVER BLW SQUAW CREEK AT CIMARRON, CO, ranking 2nd lowest of 26 years.
How this comparison is made
Each gage's mean flow over the 3 days either side of 2026-07-06, compared with the same window in every year of its own record — so a gage is only ever measured against itself, and gages with no record in the window are counted out rather than guessed.
Gage flow trend & changepoints
What counts as a trend here
Computed 2026-09-06 20:17 from 14 gage(s) with cached period-of-record data. The series is each gage's annual mean flow in cfsCubic feet per second, a rate of flow. One cfs running for a day is about 2 acre-feet. (years with ≥300 days of record). Mann-Kendall (trend, with the Hamed–Rao correction for serial correlation — persistence can otherwise fake significance) and Pettitt (changepoint) both require at least 8 years spanning at least 10 years of record. A gage below that reports no signal — which is not the same as “no change.” The %-per-decade figure is the same Sen slope divided by the gage's median annual flow, for comparing across streams of very different size; it is omitted for near-ephemeral channels where the median is too small to divide by honestly.
Of the 14 gages with enough record, 0 are trending down and 0 up. The other 13 show no clear signal either way. 1 transbasin gage meters imported or exported water — marked ⇆ below and kept out of these counts, because that flow is an operator's decision, not the basin's hydrology (all transbasin diversions).
| Gage | Trend | Change / decade cfs · % of median annual flow | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
⇆
Gunnison River below Gunnison Tunnel GUNBEPCO |
↓ decreasing | -79.66 cfs -7.2% | p<0.001 | 115 | ~1952 |
13 other gage(s) show no significant trend or changepoint (not shown).
How the measurement network itself changed
This basin was not always measured the way it is today — the API-era record is dense and recent, the early record sparse. 6 gage(s) and 164 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1986. Every historical claim below is checked against this: long-term shifts that co-move with the growth of the network carry an explicit measurement-evolution caution, and abandonment screens whose idleness begins before the modern reporting era are flagged †.
| Decade | Gages with data (median yr) | Structures reporting (median yr) |
|---|---|---|
| 1910s | 1 | 0 |
| 1920s | 1 | 0 |
| 1930s | 1 | 0 |
| 1940s | 5 | 0 |
| 1950s | 4 | 0 |
| 1960s | 3 | 0 |
| 1970s | 3 | 74 |
| 1980s | 4 | 75 |
| 1990s | 3 | 130 |
| 2000s | 3 | 191 |
| 2010s | 5 | 195 |
| 2020s | 6 | 159 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 11% of 1419 schematic-relevant structures. 0 year(s) clear the 30% coverage gate so far -- the trend activates automatically once qualifying years span a full decade. No action needed; the nightly backfill keeps extending the record.
Reach gain/loss shifts (1982–2026)
Mass-balance kinks computed for every summer month back to 1982 (103 reach-snapshots) — which reaches gain or lose water, and how that has shifted across decades. Each shift is cross-checked against the observation record above: as more diversions became metered, "unaccounted" water shrinks mechanically, which can masquerade as a hydrologic shift.
- LAKE FORK AT GATEVIEW, CO.: reach shifted from +365 cfs to +213 cfs summer mean (more losing, p=0.005, 16 yr) [mountain crystalline canyon: minimal groundwater storage -- large or shifting unaccounted losses here are more consistent with data/measurement issues or unmodeled plumbing than with aquifer exchange]
Groundwater now has its own tab: 19 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 9 reservoir(s), end-of-year storage back to 1975, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 11-year window with full coverage (2016–2026), the dominant shared pattern across 3 gage(s) explains 89% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).
All gages in this window move with the shared pattern -- no localized outlier.
Structures most implicated by reconciliation (as of 2026-07-06)
Which structures' data absorbed the most correction when the current mass-balance snapshot was reconciled -- see the Historical tab for the full picture on any date.
- SAN CRISTOBAL PL NO 2 (diversion): +0.1 cfs (0% of that reach's correction)
- MARVAN WATERLINE (diversion): +0.1 cfs (0% of that reach's correction)
- VAN & MARTHA PL SYSTEM (diversion): +0.1 cfs (0% of that reach's correction)
- IRVIN BUSCHBAUM PL (diversion): +0.1 cfs (0% of that reach's correction)
- HOTCHKISS SPRING PL (return): +0.1 cfs (0% of that reach's correction)
- WRIGHT SPRING PIPELINE (return): +0.1 cfs (0% of that reach's correction)
- BARKER DITCH (diversion): +0.1 cfs (0% of that reach's correction)
- WILLIAMS DITCH (diversion): +0.1 cfs (0% of that reach's correction)
- CONTENTION DITCH (diversion): +0.1 cfs (0% of that reach's correction)
- GLADIATOR PIPELINE (diversion): +0.1 cfs (0% of that reach's correction)
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade C (3/6 points) — the components below are the finding; the letter alone is not. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (imported 2026-09-04) for history, plus the CDSS REST API for current conditions.
| Check | State | What was measured |
|---|---|---|
| gage freshness | stale | newest gage reading is 62 day(s) old (target 7) |
| diversion record | expected-lag | newest diversion record is 311 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 11% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 90,343 stored values re-checked against DWR's authoritative record (HydroBase_CO_20260707), over 20 structures. 0 disagreement(s) beyond a 0.01 cfs tolerance. Checked 2026-08-19; a rotating sample covers the whole basin across successive runs, and the structures this report cites are checked every time.
Federal cross-check: PASS — 98.21% day-level agreement with USGS's own published records for the same gages, across 10 co-listed station(s) and 129,441 overlapping days (within max(2%, 0.5 cfs) daily). Pre-1950 records at some gages carry known between-agency day-stamp and transcription differences — scored at each year's best ±1-day alignment; residual disagreement is real historical divergence, flagged for review.
14 gage(s) / 134,631 daily values (1910-10-01–2026-07-06); 323 structure(s) with diversion records; 1980 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.
Groundwater
Source DWR administrative record · verify at DWR groundwater wells ↗ Source DWR administrative record · verify at DWR well permits ↗
43 water-level measurements across 19 monitored well(s) — 18 alluvial, 0 bedrock — plus 0 administered well(s) reporting metered pumping.
What is being counted
Observation wells and pumping wells are different populations and are never conflated: water levels come from monitored observation wells, and metered pumping comes from administered wells reporting through diversion records. Click any well to chart its own record.
Well map
3D aquifer x-ray
Every aquifer unit as its own head surface, animated through time.
How the surfaces are built, and what they are not
Alluvial water table on top, Denver Basin members (Dawson, Denver, Arapahoe, Laramie–Fox Hills) stacked beneath where measured, interpolated from measured water levels. Units are never mixed; a surface exists only inside its own unit's well coverage, with no extrapolation; thin epochs are suppressed and say why. Vertical scale is exaggerated for readability and z is head elevation in feet. These are measured heads, not a calibrated groundwater model.
Water-table trends
Of 0 well(s) with enough record for a trend test: 0 declining, 0 rising.
Stream corridors — the surface connection
Where a reach's gain or loss has shifted, the wells within two miles of its anchoring gage and what their water table did over the same era.
How the corridor is assembled
For each reach whose gain/loss has shifted (Trends tab): the wells within 2 miles of its anchoring gage, their pooled water-table history over the same era, and an advisory Glover screen of lagged stream depletion from nearby metered pumping. v1 proximity = distance to the reach's anchoring gage; segment-based reach join is a flagged upgrade.
LAKE FORK AT GATEVIEW, CO.: 1 alluvial well(s) nearby
Wells labeled by administrative world before anything else is said about them: tributary alluvium participates in the priority system; designated-basin and Denver Basin bedrock aquifers are governed differently and are excluded from stream-connection reasoning. Read bedrock declines differently too: deep bedrock aquifers recharge negligibly on human timescales, so a falling bedrock level is storage mining — effectively permanent — not a drought response that a wet year undoes. All screens advisory.
56% are constructed wells; 2% tie to a decreed structure. A permit is permission to drill, not a water right; most here are exempt household wells. More in three things called “well”, or turn on the Well permits chip on the map above to see where they sit.
Permits issued here, by year
1,361 located water-supply permits with an issue date, 1953 to 2026; half of them had been issued by 1998, and the busiest year was 1995 with 55. The district’s 174 monitoring holes are counted apart: they are drilled to look, not to pump. A permit is not a well, and the year is the date the paper was issued, not a drilling date. The 1,780 above counts every permit on file here; 245 of them have no usable location or no issue date and are not in this chart.
water-supply permits issued that year monitoring holes, when shown
The counts by year, as a table
| Year | Issued | Monitoring holes | Water-supply | Issued through that year |
|---|---|---|---|---|
| 1953 | 1 | 0 | 1 | 1 |
| 1954 | 2 | 0 | 2 | 3 |
| 1955 | 1 | 0 | 1 | 4 |
| 1956 | 1 | 0 | 1 | 5 |
| 1957 | 3 | 0 | 3 | 8 |
| 1958 | 1 | 0 | 1 | 9 |
| 1959 | 5 | 0 | 5 | 14 |
| 1960 | 1 | 0 | 1 | 15 |
| 1962 | 1 | 0 | 1 | 16 |
| 1963 | 4 | 0 | 4 | 20 |
| 1964 | 2 | 0 | 2 | 22 |
| 1965 | 1 | 0 | 1 | 23 |
| 1966 | 3 | 0 | 3 | 26 |
| 1967 | 3 | 0 | 3 | 29 |
| 1968 | 2 | 0 | 2 | 31 |
| 1969 | 1 | 0 | 1 | 32 |
| 1971 | 2 | 0 | 2 | 34 |
| 1972 | 28 | 0 | 28 | 62 |
| 1973 | 13 | 0 | 13 | 75 |
| 1974 | 12 | 0 | 12 | 87 |
| 1975 | 1 | 0 | 1 | 88 |
| 1976 | 8 | 0 | 8 | 96 |
| 1977 | 16 | 0 | 16 | 112 |
| 1978 | 27 | 0 | 27 | 139 |
| 1979 | 17 | 0 | 17 | 156 |
| 1980 | 26 | 0 | 26 | 182 |
| 1981 | 26 | 0 | 26 | 208 |
| 1982 | 29 | 0 | 29 | 237 |
| 1983 | 31 | 2 | 29 | 268 |
| 1984 | 26 | 0 | 26 | 294 |
| 1985 | 28 | 0 | 28 | 322 |
| 1986 | 41 | 0 | 41 | 363 |
| 1987 | 19 | 0 | 19 | 382 |
| 1988 | 16 | 0 | 16 | 398 |
| 1989 | 18 | 1 | 17 | 416 |
| 1990 | 20 | 2 | 18 | 436 |
| 1991 | 22 | 4 | 18 | 458 |
| 1992 | 28 | 0 | 28 | 486 |
| 1993 | 40 | 10 | 30 | 526 |
| 1994 | 51 | 18 | 33 | 577 |
| 1995 | 75 | 20 | 55 | 652 |
| 1996 | 53 | 10 | 43 | 705 |
| 1997 | 39 | 3 | 36 | 744 |
| 1998 | 45 | 8 | 37 | 789 |
| 1999 | 59 | 6 | 53 | 848 |
| 2000 | 37 | 1 | 36 | 885 |
| 2001 | 47 | 5 | 42 | 932 |
| 2002 | 49 | 8 | 41 | 981 |
| 2003 | 28 | 0 | 28 | 1,009 |
| 2004 | 26 | 5 | 21 | 1,035 |
| 2005 | 40 | 1 | 39 | 1,075 |
| 2006 | 35 | 2 | 33 | 1,110 |
| 2007 | 31 | 5 | 26 | 1,141 |
| 2008 | 37 | 6 | 31 | 1,178 |
| 2009 | 32 | 5 | 27 | 1,210 |
| 2010 | 20 | 1 | 19 | 1,230 |
| 2011 | 17 | 1 | 16 | 1,247 |
| 2012 | 21 | 6 | 15 | 1,268 |
| 2013 | 17 | 0 | 17 | 1,285 |
| 2014 | 27 | 15 | 12 | 1,312 |
| 2015 | 15 | 2 | 13 | 1,327 |
| 2016 | 9 | 3 | 6 | 1,336 |
| 2017 | 25 | 4 | 21 | 1,361 |
| 2018 | 20 | 3 | 17 | 1,381 |
| 2019 | 19 | 2 | 17 | 1,400 |
| 2020 | 21 | 0 | 21 | 1,421 |
| 2021 | 18 | 1 | 17 | 1,439 |
| 2022 | 26 | 6 | 20 | 1,465 |
| 2023 | 19 | 4 | 15 | 1,484 |
| 2024 | 11 | 4 | 7 | 1,495 |
| 2025 | 22 | 0 | 22 | 1,517 |
| 2026 | 18 | 0 | 18 | 1,535 |
Every district in the file on one scale · the whole file, one year at a time · Plate 4 of the Driller’s Atlas.
What drillers reached, township by township
26 PLSS townships here where at least 5 water-supply permits naming the same aquifer filed a depth (924 permits in all; the 24 most-drilled are drawn, every one is in the table). Each column is one township, six miles square, on one scale to 700 ft below ground: a faint lane spans the 10th to 90th percentile of where the permits naming that aquifer stopped, the solid band their screens, the tick the median. This is the permit file’s view of the ground — the aquifer is the name the driller wrote, the band is where those holes ended — not a geologic map, and a township is as fine as it gets. Monitoring holes are left out. 4 of these townships straddle a district line and are filed here because most of their permits are.
158
138
130
57
49
48
43
43
34 · 94% here
32
23
23
19
17
16
14
12
11
9
9 · 92% here
9
8
6
6 · 50% here
unnamed faint = where the permits naming it stopped (10th–90th pct) · solid = their screens · tick = median · ft below ground as filed
Every township here, as a table
| Township | Share of its permits in this district | Aquifer named | Permits with a depth | Drilled depth p10 / p50 / p90, ft | Screen top p10 / p50 / p90, ft | Screen bottom p10 / p50 / p90, ft |
|---|---|---|---|---|---|---|
| T44N R4W New Mexico PM | 100% | unnamed | 157 | 27 / 150 / 480 | 16 / 141 / 428 | 29 / 210 / 509 |
| T47N R3W New Mexico PM | 100% | unnamed | 138 | 150 / 360 / 601 | 100 / 270 / 452 | 152 / 355 / 600 |
| T43N R4W New Mexico PM | 100% | unnamed | 129 | 34 / 124 / 481 | 25 / 90 / 405 | 37 / 132 / 483 |
| T42N R4W New Mexico PM | 96% | unnamed | 56 | 35 / 102 / 325 | 37 / 83 / 292 | 50 / 102 / 331 |
| T48N R4W New Mexico PM | 95% | unnamed | 49 | 100 / 276 / 504 | 57 / 175 / 362 | 118 / 280 / 464 |
| T47N R4W New Mexico PM | 99% | unnamed | 48 | 136 / 330 / 630 | 81 / 255 / 446 | 185 / 342 / 628 |
| T45N R4W New Mexico PM | 100% | unnamed | 43 | 81 / 200 / 420 | 57 / 150 / 394 | 85 / 200 / 500 |
| T47N R2W New Mexico PM | 99% | unnamed | 43 | 26 / 81 / 316 | 21 / 41 / 248 | 26 / 100 / 326 |
| T48N R6W New Mexico PM | 94% | unnamed | 34 | 11 / 30 / 122 | 3 / 16 / 55 | 17 / 40 / 121 |
| T46N R2W New Mexico PM | 100% | unnamed | 32 | 16 / 62 / 300 | 21 / 48 / 240 | 28 / 80 / 300 |
| T42N R5W New Mexico PM | 100% | unnamed | 22 | 39 / 64 / 119 | 30 / 52 / 109 | 38 / 63 / 119 |
| T48N R5W New Mexico PM | 100% | unnamed | 23 | 27 / 185 / 374 | 18 / 172 / 352 | 42 / 202 / 404 |
| T48N R2W New Mexico PM | 100% | unnamed | 19 | 120 / 180 / 315 | 66 / 110 / 259 | 120 / 150 / 299 |
| T46N R4W New Mexico PM | 100% | unnamed | 17 | 70 / 160 / 467 | 56 / 100 / 517 | 103 / 160 / 581 |
| T48N R3W New Mexico PM | 97% | unnamed | 16 | 26 / 126 / 510 | 20 / 96 / 270 | 25 / 126 / 367 |
| T44N R2W New Mexico PM | 100% | unnamed | 14 | 42 / 66 / 194 | 29 / 48 / 144 | 61 / 93 / 231 |
| T43N R6W New Mexico PM | 100% | unnamed | 12 | 24 / 64 / 160 | 15 / 28 / 152 | 21 / 32 / 184 |
| T47N R1W New Mexico PM | 100% | unnamed | 11 | 128 / 260 / 440 | 101 / 220 / 348 | 126 / 260 / 443 |
| T43N R5W New Mexico PM | 100% | unnamed | 9 | 35 / 72 / 140 | 41 / 61 / 93 | 51 / 100 / 165 |
| T45N R2W New Mexico PM | 92% | unnamed | 6 | 38 / 90 / 160 | 22 / 38 / 90 | 38 / 90 / 160 |
| T46N R3W New Mexico PM | 100% | unnamed | 9 | 109 / 207 / 420 | 69 / 99 / 181 | 85 / 240 / 420 |
| T47N R6W New Mexico PM | 100% | unnamed | 8 | 24 / 54 / 193 | 20 / 30 / 140 | 34 / 50 / 216 |
| T46N R6W New Mexico PM | 100% | unnamed | 6 | 88 / 131 / 161 | — | — |
| T48N R7W New Mexico PM | 50% | unnamed | 6 | 20 / 86 / 351 | — | — |
| T43N R3W New Mexico PM | 100% | unnamed | 5 | 68 / 200 / 200 | — | — |
| T50N R8W New Mexico PM | 40% | unnamed | 5 | 65 / 95 / 213 | — | — |
These columns on the map · Plate 6 of the Driller’s Atlas.
The Driller’s Atlas · Plate 2 A cross-section nobody surveyed
Every permitted well within a few miles of the line, drawn from the ground to its drilled depth as the driller filed it. The bright part of each stroke is the perforated casing — where the well actually takes water — coloured by the aquifer named on the permit. Nobody arranged these; the aquifers arrange themselves.
The ground each well hangs from is a 1-km elevation model sampled at the point the permit was spotted, so the profile is real topography smoothed to about a kilometre — peaks are shaved, valleys filled a little — and the depths are the driller’s, measured down from that ground.
Hover or arrow through the strokes to read a well.
The same corridor as a table
| Miles from A | Wells drawn | Median depth (ft) | With a screen | Most-named aquifer | No depth filed | Ground, ft above sea level (median) |
|---|
Bins run from end A to end B of the line. “Most-named aquifer” is the family most often named on permits in the bin, with its count; permits naming no aquifer are the majority of the file and are not a family.
Reservoirs
Source DWR administrative record · verify at DWR structure records ↗
9 reservoir(s) with 7,860 storage measurement(s), 1975–2026. Basin storage as of 2025-10-31 (the record's own end — reservoir records publish ~annually): 128,266 AF across 3 reservoir(s).
Why storage matters to the flow network
Storage change is real water the mass balance must credit — a losing reach beside a filling reservoir isn't losing water, it's banking it.
Reservoir map — how full is each vessel?
What “full” is measured against
Bubble size is proportional to a reservoir's record-high storage. Fill is its last recorded storage as a share of its surveyed capacity (USACE National Inventory of Dams) where a confident NID match exists — the tooltip names the matched dam — and as a share of its own record high otherwise. A wrong capacity would be worse than an honest record high, so only confident joins upgrade.
A dashed teal ring marks reservoirs reporting live DWR telemetry: their fill reflects yesterday's storage, is drawn as a dotted tail on charts, and is treated as provisional until the next verified HydroBase snapshot supersedes it.
A dashed red ring marks a dam under an active storage restriction from DWR's Dam Safety branch — the State Engineer has limited how much it may legally store, so a low fill can be an order, not a drought. Hazard class and inspection condition come from the same record, joined only where the dam carries this reservoir's WDID or a confident NID match — a wrong dam's restriction would be worse than none shown.
Basin storage, end of each water year
End-of-water-year totals; per-year reservoir counts shown because reporting coverage varies -- a total is only comparable to years with similar counts.
Largest reservoirs on record
Click a row to chart its full storage history, or open its dossier for rights, documents and dam-safety facts.
| Reservoir | Last recorded storage (AF) | As of | Full | Dam (DWR Dam Safety) | |
|---|---|---|---|---|---|
| ▸ MORROW POINT RESERVOIR (6203545) | 110,736 | 2025-10-31 | — | — | dossier → |
| ▸ CRYSTAL RESERVOIR (6203578) | 15,982 | 2025-10-31 | — | — | dossier → |
| ▸ SILVER JACK RESERVOIR (6203548) | 1,548 | 2025-10-31 | — | — | dossier → |
| ▸ LAKE SAN CRISTOBAL (6203542) | 517 | 2018-10-29 | — | — | dossier → |
| ▸ FISH CREEK RES NO 2 (6203539) | 284 | 2023-06-22 | — | — | dossier → |
| ▸ SODERQUIST RES (6203549) | 165 | 1975-08-07 | — | — | dossier → |
| ▸ FISH CREEK RES NO 1 (6203538) | 150 | 1975-08-07 | — | — | dossier → |
| ▸ MCKINLEY DITCH (6200672) | 63 | 2004-06-30 | — | — | dossier → |
Snow and runoff
Source Independent agency measurement · fetched 2026-09-12 · verify at NRCS report generator ↗ Source Our computation, scored against a reference · NRCS forecast, graded here against the gage record
Snow-water equivalent, WY2026
No snow on the ground — normal for the date; the snow year begins in October. The chart shows the full water year just ending.
| SNOTEL site | Elev (ft) | SWE (in) | Median (in) | % of median | Typical peak |
|---|---|---|---|---|---|
| Slumgullion | 11560 | 0.0 | 0.0 | — | April 21 (15.0 in) |
| Wager Gulch | 11110 | 0.0 | — | — | — |
NRCS SNOTEL, daily. Sites are assigned to the district whose boundary contains them — the snow that feeds this district can also sit in a neighboring headwater district.
Two ways a snow year goes wrong (1981–2026)
A bad snow year here comes in two flavors (both called snow droughtA winter that shorts the snowpack. It happens two ways: a dry one, where the snow never comes, and a warm one, where near-normal snow falls but melts off weeks early -- and the river feels them differently.), and the river feels them differently. In 7 of the last 46 winters the snow never came — the pack peaked below 80% of its median. In 0 more, the snow came but left early — a near-normal peak melted out two weeks or more ahead of its usual date, sending the water down before the season needed it. This year was one of the dry ones: the pack peaked at 44% of median.
The snow never came: 1981, 1988, 1992, 2002, 2018, 2022, 2026.
Computed by this site from 2 SNOTEL sites’ full daily records (NRCS AWDB, back to 1981). Each year is measured against each site’s own multi-decade median — not the 1991–2020 normal the chart above uses — so the 1980s grade against a fair baseline. Peak and melt-out need 85% of the season’s days on the record; thin years are dropped, not guessed. Derived from snow measurements alone — it cannot tell dry-from-warm causes apart, only what the snowpack did.
Runoff outlook — Lake Fk at Gateview
NRCS's final issue (2026-06-01) calls it even odds that at least 17 kAF arrives over 06-01 to 07-31 — 24% of a normal season; almost certainly at least 8, probably not more than 30. Our own record at this gage shows 12 kAF actually delivered (partial record: 36 of 61 days). New forecasts begin in January. How to read these numbers →
| 90% chance of at least | 70% chance of at least | 50% chance of at least | 30% chance of at least | 10% chance of at least | Normal | Observed |
|---|---|---|---|---|---|---|
| 8 | 12 | 17 | 22 | 30 | 70 | 12 |
How good are these forecasts here? (1995–2025)
Grading every April issue against what the river then delivered, measured at this gage’s own record — 30 seasons: the median miss of the 50% forecast is 11%, with a high bias of 1%, and the observed volume landed inside the stated 10–90% band 87% of the time (a calibrated forecast would say 80%).
Computed by this site: NRCS's archived April issues (their period as issued each year) against the observed volume in DWR’s published record; years with under 90% daily coverage are dropped, not summed. A grade of the forecast, never of the forecasters — these are hard rivers. How this point ranks among every graded Colorado forecast point →
What April snow has meant for this river (1981–2025)
Across 45 measured years, the season’s water has closely followed the April snowpack: a year opening April with 80% of median snow has typically gone on to deliver about 72% of a normal season (a snow-to-runoff elasticityHow strongly one number moves with another. A snow-to-runoff elasticity of 1.5 means a 10% shortfall in April snowpack has typically become a 15% shortfall in the season's water. of 1.2).
Computed by this site: the district’s April 1 SWE (% of each SNOTEL site’s own-record median) against the observed April–July volume at this gage (% of its median season) — a fixed window every year, unlike the forecast grades above, which use each issue’s own period. The slope is fit so single wild years can’t steer it (Theil–Sen, log space); years missing 10% of their days are dropped.
Drought
Source Our computation, no independent reference · computed here from the screened DWR record Source Independent agency measurement · fetched 2026-09-08 · verify at U.S. Drought Monitor ↗
Right now
This is the 22nd-driest week 27 in 116 years of record at GUNNISON RIVER BELOW GUNNISON TUNNEL, CO (as of 2026-06-29; this week’s flow sits at the 19th percentileRank against the record: a river at its 5th percentile is lower than it was in 95 of the past 100 years on this same date. for the date). On this week’s US Drought Monitor, Gunnison County is 50% in D4 exceptional drought (2026-09-08). The law agrees: the most senior active call leaves 0% of this district’s decreed flow rights junior to the calling right this week.
Every year since 1910, week by week
Each thin row is a year at GUNNISON RIVER BELOW GUNNISON TUNNEL, CO; each cell is one week’s flow ranked against the same calendar week of every other year — warm means dry for the date, blue wet, so seasonality cancels and droughts appear as warm bands. Gaps are missing record, never a dry river. Click a year to reconstruct it on the Historical tab.
This year against its analogs
Over the 27 weeks recorded so far, 2026’s weekly trace most resembles 2013 (mean gap 5.7 percentile points; next closest 1989 (8.4), 1990 (8.5)). The analog’s remainder is drawn as context — its ending is what happened to it, not a forecast for this year.
The Drought Monitor’s view since 2000
Mean share of area in each class across Gunnison, Hinsdale, Montrose counties — the counties this district’s gages sit in, which overlap the district imperfectly. The Drought Monitor weighs soils, vegetation and local reports; it is CONTEXT beside the river’s own record above, not the water-rights picture.
The law’s own drought gauge
When water runs short, administration answers: calls reach further back in time, and more decreed rights go junior to the calling right. This is that response, weekly since 2002 — the share of this district’s decreed flow rights junior to the most senior active call. Watch it spike in the named droughts below, and linger after the river recovers.
Computed from DWR’s call record (32 calls touching this district) against the district’s rights index. Scoping is deliberately coarse — a call’s own district, or districts named in its comments — and this is administration’s RESPONSE, not a per-structure verdict (each dossier’s curtailment card does that, with stream miles). A deepening call can also reflect growing demand, not only shrinking supply.
This basin’s droughts, by its own record
| Drought | Span | Weeks | Trough percentile | Flows recovered | Water table back |
|---|---|---|---|---|---|
| unnamed dry spell | 2026-02-02 → 2026-07-06 | 22 | 18th (2026-06-29) | not yet | — |
| the 2020-22 drought | 2022-01-31 → 2023-09-11 | 84 | 12th (2022-05-02) | 3 weeks | — |
| the 2020-22 drought | 2021-04-12 → 2021-10-11 | 26 | 27th (2021-07-05) | 103 weeks | — |
| the 2018 drought | 2019-01-28 → 2019-07-29 | 26 | 21st (2019-04-08) | 1 week | — |
| the 2012-13 drought | 2014-01-20 → 2014-08-18 | 30 | 17th (2014-04-28) | 5 weeks | — |
| the 2012-13 drought | 2013-02-11 → 2013-11-25 | 41 | 13th (2013-06-10) | 43 weeks | — |
| the 2002 drought | 2004-02-02 → 2004-11-22 | 42 | 8th (2004-05-10) | 14 weeks | — |
| the 2002 drought | 2002-08-12 → 2003-11-03 | 64 | 4th (2003-05-05) | 69 weeks | — |
| unnamed dry spell | 1990-01-29 → 1991-02-25 | 56 | 9th (1990-07-09) | 12 weeks | — |
| unnamed dry spell | 1989-01-30 → 1989-12-25 | 47 | 12th (1989-06-12) | 73 weeks | — |
| the 1981 drought | 1981-07-20 → 1982-01-25 | 27 | 13th (1981-09-14) | 1 week | — |
| the 1977 drought | 1977-07-04 → 1978-11-13 | 71 | 9th (1977-09-05) | 0 weeks | — |
| the 1977 drought | 1976-08-02 → 1977-01-17 | 24 | 16th (1976-09-27) | 0 weeks | — |
| unnamed dry spell | 1974-08-19 → 1975-01-20 | 22 | 15th (1974-09-30) | 0 weeks | — |
Detected mechanically: the 26-week smoothed percentile below the 30th for at least 20 weeks; recovered on regaining the 50th. The water-table clock compares each monitoring well against its own pre-drought median (the 3 years before onset) and dates the year the median well got back — the aquifer remembers longest, and “still below” is a finding, not a gap. The knobs are stated because the episode list depends on them — a different reasonable choice merges or splits episodes at the edges. Names are attached where an episode overlaps a drought Colorado already talks about.
When this basin claimed its water
Every bar is a year’s new appropriations (1,848 rights across 117 years of shared record), colored by that year’s wetness from the barcode above. Here the correlation is +0.06 — essentially no wet-dry pattern; here, law and settlement set the pace, not the weather. Across the state both behaviors exist: ephemeral southwest basins file after wet demonstrations, transbasin-source basins under drought — and the biggest statewide filing waves sat in the 1950s drought and after 2002, not in the wet 1980s–90s.
Appropriation dates are the CLAIMED initiation of a right, not the courthouse filing date; the record is survivor-biased (abandoned claims are absent, so failed dry-era scrambles are undercounted); and the big 1960s and 2000s spikes sit on legal events — the pre-1969-Act adjudication era and 2000s legislation — not on weather. A correlation here is a description, never a cause.
New to how a dry winter becomes a call on the river? Anatomy of a drought walks the chain in four minutes — snow to rivers to reservoirs to calls to the water table.
Legal
Who serves it, who protects it
Two registers the site fetches on their own schedules, read for this district. Neither is a DWR record; each links its own page and its agency.
Public water systems here
Source Register of another agency · fetched 2026-09-08 · verify at EPA SDWIS ↗
4 systems touch this district (4 community systems reporting 1,420 people served, a figure that counts a wholesaler's customers twice); 2 of them carry an open health-based violation on EPA's record.
| System | Serves | Source | Here |
|---|---|---|---|
| LAKE CITY TOWN OF 1 open health-based | 587 | Groundwater | 100% of its area |
| EVERGREEN LAKE COMPANY | 431 | Surface water | 100% of its area |
| FRUITLAND DOMESTIC WC 2 open health-based | 335 | Surface water | 100% of its area |
| SAN JUAN RANCH ESTATES ASSOCIATION, INC | 67 | Groundwater | 100% of its area |
Instream-flow rights held by the state
Source Register of another agency · fetched 2026-09-08 · verify at CWCB instream flow program ↗
83 reaches over 532.9 miles and 12 natural lake levels, held by the Colorado Water Conservation Board so that water stays in the stream. Every reach, with its schedule and case →
- Lake Fork, 30.3 mi: 25 (10/1 - 4/30), 45 (5/1 - 9/30) cfs (appropriated 1980, 80CW0119) · dossier
- Gunnison River, 28.9 mi: 300 (1/1 - 12/31) cfs (appropriated 1965, 92CW0107) · dossier
- Willow Creek, 17.4 mi: 2 (1/1 - 12/31) cfs (appropriated 1980, 80CW0126) · dossier
- Little Cimarron River, 16.4 mi: 2 (1/1 - 12/31) cfs (appropriated 1984, 84CW0396) · dossier
- Lake Fork, 16.0 mi: 20 (10/1 - 4/30), 35 (5/1 - 9/30) cfs (appropriated 1980, 80CW0097) · dossier
- Rock Creek, 13.7 mi: 0.75 (10/1 - 4/30), 3 (05/1 - 9/30) cfs (appropriated 1992, 92CW0173) · dossier
and 89 more on the district's instream-flow page.
What the water is like -- USGS sensors right now, where it has been sampled, the impaired-waters list, and how the tap water here stands with EPA -- is on the Water quality tab.
Designated groundwater basins are on their own page.
Source Adjudicated record · verify at DWR water-right transactions ↗ Source Adjudicated record · verify at DWR net amounts ↗
Decreed rights on this network run from 1872-06-08 to 2025-06-30. Of the 20 structures with a yield estimate, the median one’s senior right was in priority 4% of a median irrigation season and 0% in a dry one. 25 abandonment screens and 179 compliance flags are listed below as leads for review — a screen is not an abandonment and a flag is not a violation.
Rights on file: 2280 across 1980 structure(s); 217 structure(s) carry 0 court-case references. Advisory reading aids on public DWR data — not administrative or legal conclusions.
Is the river getting harder to divert from?
Over 2003–2025, administration on this district has been tightening: 1 of 3 measures (days under callA senior water right demanding its water, which requires everyone junior on that stream to stop diverting until it is satisfied., calls set, seniorityColorado shares water by date: the earlier the right, the stronger its claim when the river runs short. "First in time, first in right." of the controlling call) are moving toward more administration, none the other way.
The three measures, year by year
One row per whole calendar year inside the call record's coverage (23 years); partly-covered years are omitted rather than reported as quiet. Trend is Mann-Kendall with the same significance gate as every other trend on this site. Counted from DWR's published call record, which begins in the early 2000s: earlier years are absent, not quiet. A rise in the number of calls set can also reflect how finely an administrator records one episode, which is why days under call -- insensitive to that -- is the component to read first. Advisory summary of the public record, not an administrative finding.
| Year | Days under call | Calls set | Controlling priority (median) |
|---|---|---|---|
| 2014 | 0 | 0 | — |
| 2015 | 277 | 127 | 1885-08-11 |
| 2016 | 366 | 108 | 1890-11-17 |
| 2017 | 319 | 94 | 1888-01-23 |
| 2018 | 291 | 160 | 1882-06-01 |
| 2019 | 319 | 93 | 1888-01-25 |
| 2020 | 246 | 141 | 1881-12-17 |
| 2021 | 275 | 103 | 1883-05-05 |
| 2022 | 365 | 93 | 1884-11-01 |
| 2023 | 277 | 59 | 1898-10-15 |
| 2024 | 275 | 56 | 1883-06-01 |
| 2025 | 365 | 100 | 1884-11-01 |
Why diversions stopped — call-based explanations
Sustained diversion stops matched to senior administrative calls.
- BIG BLUE DITCH (6200528) DWR↗ stopped 2025-07-27 (58+ days) — call at MINNESOTA CANAL curtailing 100% of its decreed rate [heuristic-strong]
- BIG BLUE DITCH (6200528) DWR↗ stopped 2024-11-01 (200+ days) — call at TRANSFER DITCH curtailing 67% of its decreed rate [heuristic-partial]
- ANTONIO FERRARO D NO 1 (6200508) DWR↗ stopped 2024-10-30 (334+ days) — call at TRANSFER DITCH curtailing 100% of its decreed rate [heuristic-strong]
- CARSON CREEK NO 2 D (6200551) DWR↗ stopped 2024-10-30 (320+ days) — call at TRANSFER DITCH curtailing 100% of its decreed rate [heuristic-strong]
- CHILDS PARK DITCH (6200559) DWR↗ stopped 2024-10-30 (279+ days) — call at TRANSFER DITCH curtailing 100% of its decreed rate [heuristic-strong]
- B AND B DITCH (6200519) DWR↗ stopped 2024-09-09 (394+ days) — call at MINNESOTA CANAL curtailing 100% of its decreed rate [heuristic-strong]
- BANDIT DITCH (6200545) DWR↗ stopped 2024-08-13 (408+ days) — call at MINNESOTA CANAL [heuristic-strong]
- CEBOLLA CREEK DITCH (6200553) DWR↗ stopped 2024-08-13 (408+ days) — call at MINNESOTA CANAL curtailing 100% of its decreed rate [heuristic-strong]
- BROWNING DITCH (6200536) DWR↗ stopped 2024-08-11 (44+ days) — call at MINNESOTA CANAL curtailing 76% of its decreed rate [heuristic-partial]
- CARR IRRIGATING DITCH (6200548) DWR↗ stopped 2024-07-24 (418+ days) — call at PRESTON DITCH curtailing 100% of its decreed rate [heuristic-strong]
- BIG DITCH (6200529) DWR↗ stopped 2024-07-23 (401+ days) — call at PRESTON DITCH curtailing 82% of its decreed rate [heuristic-partial]
- BRUCE FRANKLIN DITCH (6200537) DWR↗ stopped 2024-07-23 (370+ days) — call at PRESTON DITCH curtailing 100% of its decreed rate [heuristic-strong]
Right yield — how often could these rights actually divert?
Share of irrigation-season days each structure's rights were not called out, derived from the 22-year district-scoped call record (senior right = floor, junior right = ceiling constraint). Call-record-derived; DWR's own analysis governs where available.
| Structure | Senior priority | Senior right: median / dry yr | Junior right: median / dry yr |
|---|---|---|---|
| MORROW POINT POWER PLANT (6200692) DWR↗ | 1957-11-13 | 0.0% / 0.0% | 0.0% / 0.0% |
| BLUE MESA POWER PLANT (6200533) DWR↗ | 1957-11-13 | 0.0% / 0.0% | 0.0% / 0.0% |
| CRYSTAL POWER PLANT (6200578) DWR↗ | 1957-11-13 | 0.0% / 0.0% | 0.0% / 0.0% |
| GUNNISON TUNNEL AND SOUTH CANAL (6200617) DWR↗ | 1901-06-01 | 8.2% / 0.0% | 0.0% / 0.0% |
| GUNNISON RIVER (CWCB) (6201540) DWR↗ | 1965-12-10 | 0.0% / 0.0% | 0.0% / 0.0% |
| GUNNISON RIVER (NAT PARK) (6201498) DWR↗ | 1933-03-02 | 0.0% / 0.0% | 0.0% / 0.0% |
| CIMARRON CANAL (6200560) DWR↗ | 1903-04-01 | 8.2% / 0.0% | 0.0% / 0.0% |
| CROOKE'S FALLS FLUME (6201489) DWR↗ | 1983-03-15 | 0.0% / 0.0% | 0.0% / 0.0% |
| BIG BLUE DITCH (6200528) DWR↗ | 1904-06-01 | 8.2% / 0.0% | 0.0% / 0.0% |
| CIMARRON FEEDER GARNET DITCH (6200561) DWR↗ | 1890-08-01 | 10.7% / 0.0% | 10.7% / 0.0% |
| LAKE FORK GUNNISON RIVER (6201331) DWR↗ | 1980-03-17 | 0.0% / 0.0% | 0.0% / 0.0% |
| FRANK ADAMS D NO 2 (6200605) DWR↗ | 1880-09-01 | 83.9% / 10.7% | 0.0% / 0.0% |
Abandonment radar (25 screens)
Absolute rights with 10+ years of no recorded diversions. Screens only — storage, alternate points, and plan operations can explain nonuse lawfully. And diversion REPORTING itself only reached its modern level ~1986 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- MAURER TOPLISS DRAW D (6200668) DWR↗ (1913-05-01, 2.0 cfs decreed): last active 1974 — 50 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1986) -- early absence of record is weak evidence of nonuse
- FISH CREEK RES NO 1 (6203538) DWR↗ (1904-07-06, 0.0 cfs decreed): last active 1974 — 50 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1986) -- early absence of record is weak evidence of nonuse
- AUSTIN SPRING NO 2 DITCH (6200514) DWR↗ (1928-06-10, 0.0 cfs decreed): last active 1981 — 43 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1986) -- early absence of record is weak evidence of nonuse
- CEBOLLA CREEK (6200579) DWR↗ (1980-09-09, 4.0 cfs decreed): last active 1982 — 42 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1986) -- early absence of record is weak evidence of nonuse
- ORME DITCH NO 1 (6200700) DWR↗ (1947-06-01, 2.0 cfs decreed): last active 1986 — 38 years idle
- ORME DITCH NO 2 (6200701) DWR↗ (1948-06-09, 1.5 cfs decreed): last active 1986 — 38 years idle
- ORME DITCH NO 3 (6200702) DWR↗ (1948-06-09, 0.5 cfs decreed): last active 1986 — 38 years idle
- HOFMANN SPG & DOM PL (6200984) DWR↗ (1950-06-15, 0.2 cfs decreed): last active 1987 — 37 years idle
- HOFMANN SPG NO 5 & PL (6200985) DWR↗ (1971-09-15, 0.0 cfs decreed): last active 1987 — 37 years idle
- BRUTON DITCH NO 1 (6200538) DWR↗ (1912-07-01, 0.8 cfs decreed): last active 1989 — 35 years idle
Compliance screens (179 advisory flags)
Screened 257 of 1980 structures with rights (274 have diversion history on file). A flag is a lead for expert review — augmentation plans, exchanges, and free-river conditions can make over-decree diversions lawful and are deliberately not modeled.
- GUNNISON TUNNEL AND SOUTH CANAL (6200617) DWR↗: Observed p99 daily rate 1351.0 cfs (max 2672.0) exceeds total decreed absolute 1175.0 cfs across 26883 recorded day(s).
- BIG DITCH (6200529) DWR↗: Observed p99 daily rate 48.2 cfs (max 51.6) exceeds total decreed absolute 33.0 cfs across 6770 recorded day(s).
- FRANK ADAMS D NO 2 (6200605) DWR↗: Observed p99 daily rate 48.0 cfs (max 53.9) exceeds total decreed absolute 38.5 cfs across 9646 recorded day(s).
- BROWNING DITCH (6200536) DWR↗: Observed p99 daily rate 44.0 cfs (max 53.2) exceeds total decreed absolute 6.0 cfs across 8258 recorded day(s).
- COOPER NO 2 D (6200569) DWR↗: Observed p99 daily rate 44.0 cfs (max 59.1) exceeds total decreed absolute 26.5 cfs across 8044 recorded day(s).
- GEORGE ANDREWS NO 1 D (6200612) DWR↗: Observed p99 daily rate 42.6 cfs (max 42.6) exceeds total decreed absolute 13.6 cfs across 7926 recorded day(s).
- M B & A DITCH (6200670) DWR↗: Observed p99 daily rate 37.0 cfs (max 41.2) exceeds total decreed absolute 27.8 cfs across 7582 recorded day(s).
- MCKINLEY DITCH (6200672) DWR↗: Observed p99 daily rate 36.0 cfs (max 38.0) exceeds total decreed absolute 31.0 cfs across 17757 recorded day(s).
- SOUTH BEAVER CREEK DITCH (6200754) DWR↗: Observed p99 daily rate 35.5 cfs (max 35.5) exceeds total decreed absolute 0.8 cfs across 3842 recorded day(s).
- YOUMANS IRG D NO 1 (6200809) DWR↗: Observed p99 daily rate 34.3 cfs (max 47.8) exceeds total decreed absolute 0.3 cfs across 3318 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| MORROW POINT POWER PLANT (6200692) DWR↗ | 1957-11-13 | 2 | 5450.0 | 0 | — |
| BLUE MESA POWER PLANT (6200533) DWR↗ | 1957-11-13 | 2 | 3500.0 | 0 | — |
| CRYSTAL POWER PLANT (6200578) DWR↗ | 1957-11-13 | 2 | 3000.0 | 0 | yes |
| GUNNISON TUNNEL AND SOUTH CANAL (6200617) DWR↗ | 1901-06-01 | 4 | 1175.0 | 0 | yes |
| GUNNISON RIVER (NAT PARK) (6201498) DWR↗ | 1933-03-02 | 1 | 300.0 | 0 | — |
| GUNNISON RIVER (CWCB) (6201540) DWR↗ | 1965-12-10 | 1 | 300.0 | 0 | — |
| CIMARRON CANAL (6200560) DWR↗ | 1903-04-01 | 3 | 185.0 | 0 | — |
| CROOKE'S FALLS FLUME (6201489) DWR↗ | 1983-03-15 | 1 | 121.0 | 0 | — |
| BIG BLUE DITCH (6200528) DWR↗ | 1904-06-01 | 4 | 66.0 | 0 | — |
| CIMARRON FEEDER GARNET DITCH (6200561) DWR↗ | 1890-08-01 | 1 | 50.0 | 0 | — |
| LAKE FORK GUNNISON RIVER (6201331) DWR↗ | 1980-03-17 | 1 | 45.0 | 0 | — |
| FRANK ADAMS D NO 2 (6200605) DWR↗ | 1880-09-01 | 7 | 38.5 | 0 | — |
| LAKE FORK GUNNISON RIVER (6201442) DWR↗ | 1980-03-17 | 1 | 35.0 | 0 | — |
| BIG DITCH (6200529) DWR↗ | 1876-06-01 | 3 | 33.0 | 0 | — |
| SWANK FISH POND D NO 2 (6200769) DWR↗ | 1910-05-01 | 3 | 33.0 | 0 | — |
Recent inventory & legal-document changes
- 2026-09-04 — call set: GALLOWAY DITCH (39410)
- 2026-09-04 — call released: 39314
- 2026-09-03 — call set: PAONIA DITCH (39405)
- 2026-09-03 — call set: CRAWFORD CLIPPER DITCH (39401)
- 2026-09-03 — call released: 39364
- 2026-09-03 — call released: 39310
Water-court filings this month (division-wide)
15 applications in the 2026-08 resume for this basin's division — new rights, changes, augmentation plans — from the water clerk's statutory monthly notice (C.R.S. 37-92-302), the earliest public signal of a new claim. Filings are division-wide, not district-filtered: check the county column. Full resume PDF at the Judicial Branch →
Anyone affected may file a statement of opposition until 2026-10-31 (48 days left). C.R.S. 37-92-302(3): due by the last day of the second month following the filing month — computed, not legal advice; confirm with the water clerk.
All 15 filings, with excerpts
| Case | What it asks | County | Excerpt |
|---|---|---|---|
09CW89
|
reasonable diligence, make absolute | SAN MIGUEL | 09CW89, 96CW313, 08CW186) - SAN MIGUEL COUNTY, SAN MIGUEL RIVER AND ITS TRIBUTARIES - APPLICATION FOR FINDINGS OF REASONABLE DILIGENCE AND TO MAKE ABSOLUTE IN PART Town of Telluride, c/o Jennifer M. DiLalla, Molly K. Haug-Rengers, Moses, Wittemyer, Harrison an… |
26CW19
|
reasonable diligence | — | Case No. 26CW19 (Ref No. 06CW107, 13CW093, 20CW017) Applicant Ed and Ruth Kneese 13890 Marine Road Montrose, CO 81403. Application and Amended Application for Finding of Reasonable Diligence. Kneese Wastewater Ditch SE1/4 SE1/4 Section 20 T49N R9W NMPM. Eastin… |
26CW20
|
make absolute | — | Case No. 26CW20 (Ref No. 99CW199, 06CW10, 13CW90, 20CW26) Applicant David and Elizabeth Koos 15464 2525 Road Cedaredge CO 81413. Application to Make Absolute. Koos Well - NE1/4NW1/4SW1/4 Section 34 T13S R94W 6th. Easting 0248977 Northing 4307260. Source: Groun… |
26CW21
4301123 |
new surface right | — | Case No. 26CW21 Applicant Daniel Lee Bolton 34879 Powell Mesa Road Hotchkiss CO 81419. Application for Absolute Surface Water Rights. Papa’s Spring – NW1/4 NW1/4 Section 20 T14S R92W 6th. Easting 265356 Northing 4301123. Source: Spring Tributary of the North F… |
26CW22
|
reasonable diligence | — | Case No. 26CW22 (Ref No. 14CW3000, 20CW0024) Applicant Daniel Lee Bolton 34879 Powell Mesa Road Hotchkiss CO 81419. Application for Finding of Reasonable Diligence. Well Permit #228338A – NW1/4 NW1/4 Section 20 T14S R92W 6th. Source: Ground Water Tributary of … |
26CW3038
4315025 |
reasonable diligence | GUNNISON | Case No. 26CW3038 (Ref No. 13CW62, 20CW3012) Gunnison County – North Fork Gunnison River. Applicant: Thomas M. Abbott and Abbott Ranches, LLC, c/o Bradley N. Switzer, P.O. Box 816, Montrose, CO 81402, (970) 249-8749; APPLICATION FOR FINDING OF REASONABLE DILIG… |
26CW3039
|
reasonable diligence, make absolute | SAN MIGUEL | Case No. 26CW3039 (Ref No. 19CW3082) San Miguel County – San Miguel River; San Juan Vista Landowners Association; c/o William T. Raley and John R. Pierce, DUFFORD WALDECK, 744 Horizon Court, Suite 300, Grand Junction, CO 81506, (970) 248-5865; APPLICATION TO M… |
26CW3040
5905273 |
reasonable diligence, make absolute | — | Case No. 26CW3040 (Ref No. 94CW60, 13CW3057, 20CW3014) APPLICATION TO MAKE CONDITIONAL RIGHTS ABSOLUTE IN PART AND FOR FINDING OF REASONABLE DILIGENCE. Applicant: Silver Sage Property Owners’ Association, Inc., c/o H&H CPA's & Advisors, P.O. Box 1218, Crested … |
26CW3041
5903781 |
reasonable diligence | IN GUNNISON | Case No. 26CW3041 (Ref No. 81CW306, 20CW3029) IN GUNNISON COUNTY - APPLICATION FOR FINDING OF REASONABLE DILIGENCE City of Gunnison, a Colorado Municipal Corporation c/o Jennifer M. DiLalla, Cameron J. Abatti, Moses, Wittemyer, Harrison and Woodruff, P.C., 259… |
26CW3042
|
make absolute | — | Case No. 26CW3042 (Ref No. 20CW3) 1. Applicant: MambaOn3 Real Estate LLC (“Applicant”), 9249 South Broadway, Ste. 200-824, Highlands Ranch, CO 80129, nerissa@mambaon3.com, (424) 303-3880. Direct all pleadings and correspondence to Applicant’s attorneys: Ramsey… |
26CW3043
|
reasonable diligence | SAN MIGUEL | Case No. 26CW3043 (Ref No. 13CW79, 20CW3025) SAN MIGUEL COUNTY. Application for Finding of Reasonable Diligence. Telluride Pines Homeowners Association, P.O. Box 1071, Telluride, CO 81430 (970) 394-4480; c/o Peter D. Jaacks and April D. Hendricks, Jewell Jimme… |
26CW3044
|
reasonable diligence, make absolute | DELTA | Case No. 26CW3044 (Ref No. 13CW3021, 20CW3009) DELTA COUNTY. Applicant: Harris and Sons Stirrup Bar Ranch, LLC, c/o Doug Harris, Manager, P.O. Box 940, Paonia, CO 81428 (David J. Skarka, Camp & Skarka, LLC, 415 Palmer St., Delta, CO 81416; 970-874-9777). APPLI… |
26CW3045
|
— | — | Case No. 26CW3045 (Ref No. 19CW3003, W-3280, 96CW132, 09CW142, 92CW176,… |
26CW3046
|
reasonable diligence | GUNNISON | Case No. 26CW3046 (Ref No. 89CW219, 97CW133, 04CW050, 11CW78,18CW3013). GUNNISON COUNTY Application for Findings of Reasonable Diligence and to Make Certain Conditional Water Rights Partially Absolute. Applicant: Trappers Crossing at Crested Butte Association,… |
96CW177
|
— | — | Case No. 96CW177; Depth: Original decree is for 82 separate wells of unspecified depth; Outline of what has been done toward completion of the appropriation and application of water to a beneficial use: Applicant was granted, by Decree in Case No. W-2264 (ref … |
Water quality
The water itself, in this district
Four registers, each on its own schedule: what USGS sensors read right now, where samples have been taken, which stretches the state lists as impaired, and how the tap water of the systems here stands with EPA. None is a DWR record; each links its own page.
Right now
Source Provisional telemetry · fetched 2026-09-13 · verify at USGS current conditions ↗
3 USGS sensors report temperature, conductance, dissolved oxygen or turbidity from inside this district; provisional readings, never merged into the verified record.
| Site | Temp °C | Cond µS/cm | DO mg/L | Turb FNU | As of |
|---|---|---|---|---|---|
| CEBOLLA CREEK NEAR POWDERHORN, CO. | 13.2 | 2026-09-13 00:00 | |||
| CIMARRON RIVER BLW CIMARRON CREEK AT CIMARRON, CO | 16.6 | 641 | 2026-09-12 23:15 | ||
| LAKE FORK AT GATEVIEW, CO. | 16.1 | 249 | 2026-09-12 23:15 |
Where water has been sampled
Source Register of another agency · fetched 2026-09-09 · verify at Water Quality Portal ↗
The portal lists 1,459 sampling stations in this district's watershed (Upper Gunnison 14020002), of which 117 reported a sample in the last 5 years on the state and tribal side (USGS activity is in the station count, not in that figure). Most active: USGS Colorado Water Science Center (39), Colorado Dept. of Public Health & Environment-WQCD (State) (28), National Park Service Water Resources Division (25). Most-sampled groups: Physical, Nutrient, Inorganics, Minor, Metals, Inorganics, Major, Metals. Every station as a file ↗
Results themselves are not fetched here; USGS samples added after March 2024 may not be in the portal's legacy profiles yet.
Drinking water
Source Register of another agency · fetched 2026-09-09 · verify at EPA SDWIS ↗
4 community systems touch this district. 2 carry an open health-based violation on EPA's record. EPA sampled 0 of them for PFAS in 2023–25.
| System | Serves | EPA record | PFAS (UCMR 5) | Lead, latest 90th pct |
|---|---|---|---|---|
| FRUITLAND DOMESTIC WC | 335 | 2 open health-based | not sampled | 0.017 mg/L |
| LAKE CITY TOWN OF | 587 | 1 open health-based | not sampled | 0.0 mg/L |
| EVERGREEN LAKE COMPANY | 431 | clean, last 12 quarters | not sampled | 0.002 mg/L |
| SAN JUAN RANCH ESTATES ASSOCIATION, INC | 67 | 1 of 12 quarters with a violation | not sampled | 0.0 mg/L |
EPA's record carries violations and lead/copper percentiles; nitrate and disinfection by-product results are not in it. UCMR 5 samples are monitoring, not compliance, and the 2024 PFOA/PFOS limits equal its reporting limit, so any detection of those two is at or above them.
Impaired waters
Source Register of another agency · verify at EPA ATTAINS ↗
The state's 303(d) impaired-waters list has not been joined to this basin's own watershed boundary yet, so nothing is shown rather than a guess; the basins with a join carry the full list here. Why the join is geometry, not a name match.
Call cascade
If a call were placed at a given seniority, which structures in this basin would be out of priority, and how much of their decreed rate would be curtailed? Computed from this basin's cached decrees.
What this does and doesn't model. Seniority arithmetic only: every right junior to the call is treated as curtailed. It does not model reach applicability — structures downstream of the calling point are not administered by it — and it applies no futile-call judgment. Read it as “who is junior to this date, and by how much,” not as a prediction of what the Division Engineer would actually order.
Pick a calling right
Real decrees from this basin, ordered by administration number — that is, by actual seniority. The years will look out of order, and that is correct: an administration number encodes the adjudication date as well as the appropriation date, so a right appropriated in 1970 can be administered ahead of one from 1950. A senior call curtails almost everything; a junior one curtails almost nothing.
Or enter an administration number directly
DWR administration numbers encode appropriation and adjudication dates; lower is more senior.
Snowpack — no snow on the ground at 2 SNOTEL sites — normal for the date; the snow year begins in October and typically peaks around April 21. Runoff outlook — Lake Fk at Gateview: even odds of at least 17 kAF over 06-01 to 07-31 — 24% of a normal season, per NRCS, issued 2026-06-01 — the season’s final; new forecasts begin in January. Full snow & runoff picture — charts, forecast history and how the forecasts have verified →
Sites, exceedance bands and sources
| SNOTEL site | Elev (ft) | SWE (in) | Median (in) | % of median | Typical peak |
|---|---|---|---|---|---|
| Slumgullion | 11560 | 0.0 | 0.0 | — | April 21 (15.0 in) |
| Wager Gulch | 11110 | 0.0 | — | — | — |
Lake Fk at Gateview — 06-01 to 07-31 volume, thousand acre-feet (chance the volume is AT LEAST this):
| 90% | 70% | 50% | 30% | 10% | Normal |
|---|---|---|---|---|---|
| 8 | 12 | 17 | 22 | 30 | 70 |
Snow-water equivalent and medians (1991–2020) from NRCS SNOTEL; seasonal volume forecasts from the NRCS National Water and Climate Center. Sites and forecast points are assigned to the district whose boundary contains them — snowpack that feeds this district can also sit in a neighboring headwater district. Toggle the Snow chip on the map above to see the sites.
Topology cross-check: 9 parent disagreements, 18 sizable streams not on this network (vs DWR's route framework — under review)
This flow network was built mechanically; DWR's Source Water Route Framework disagrees with it in the places below. Each row is a question a human reviewer has not yet answered — not an error verdict. Checked 28 streams, 19 agree. Know this water? Tell us →
| Stream | This site routes it to | DWR routes it to |
|---|---|---|
| Mineral Creek | the mainstem | Cebolla Creek |
| Big Blue Creek | the mainstem | Blue Creek |
| Little Blue Creek | the mainstem | Blue Creek |
| Pine Creek | the mainstem | Gunnison River |
| Cebolla Creek | the mainstem | Gunnison River |
| Willow Creek | the mainstem | Gunnison River |
| Powderhorn Creek | the mainstem | Cebolla Creek |
| Little Willow Creek | the mainstem | Camp Creek |
Sizable streams DWR maps here that this network does not carry:
Indian Creek (12 mi) · Fourth of July Creek (6 mi) · Independence Gulch (6 mi) · Larson Creek (5 mi) · Devils Creek (4 mi) · Slumgullion Creek (4 mi) · Mill Gulch (4 mi) · Cottonwood Creek (4 mi)