McElmo Creek Basin
Who may take water from the McElmo Creek Basin, who is calling for it today, and how it is running, compiled from Colorado Division of Water Resources records. Click anything on the map for its record.
McElmo Creek Basin on the ground — the ditches, wells, reservoirs and gages of Water District 32 · 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 Mcelmo Creek is near normal for mid October -- the 42nd percentile for the week. No call that the record places on it is active right now. DWR's statements do not settles whether one more call reaches it.
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 2026-09-27 (the newest reading on file), flows at the 7 ranked gages are running at a median 5% of their own long-term norm for this window — 7 below a typical year, 0 at or above. Driest relative to its record: DOVE CREEK CANAL BELOW GREAT CUT DIKE, ranking 1st lowest of 32 years.
How this comparison is made
Each gage's mean flow over the 3 days either side of 2026-09-27, 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 2026-11-01 20:11 from 16 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 16 gages with enough record, 4 are trending down and 0 up, and 6 carry a detected shift. The clearest is U Lateral Canal below Great Cut Dike near Dolores, its annual mean flow changing -3.82 cfs per decade (-12.6% of its median annual flow) over 29 years (p<0.0001). The other 10 show no clear signal either way.
Drought history, cost, and the four-century context moved to the Drought tab.
| Gage | Trend | Change / decade cfs · % of median annual flow | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
U Lateral Canal below Great Cut Dike near Dolores UCANALCO |
↓ decreasing | -3.82 cfs -12.6% | p<0.001 | 29 | ~2012 |
|
▸
McElmo Creek above Trail Canyon near Cortez MCELMZCO |
↓ decreasing | -13.62 cfs -29.1% | p<0.001 | 32 | ~2011 |
|
▸
⚠️
Rocky Ford Canal #2 above Totten Reservoir near Cortez RF2ATOCO |
↓ decreasing | -0.57 cfs | p=0.001 | 24 | ~2011 |
|
▸
Mud Creek at State Highway 32, near Cortez MUDHIGCO |
↓ decreasing | -0.58 cfs -8.5% | p=0.002 | 36 | ~2017 |
|
▸
Lone Pine Canal below Great Cut Dike near Dolores MVIDIVCO |
no clear trend | -3.14 cfs -4.7% | p=0.217 | 32 | ~2013 |
|
▸
McElmo Creek near Colorado-Utah State Line MCELMSCO |
no clear trend | -1.10 cfs -2.4% | p=0.615 | 75 | ~2011 |
⚠️ 1 gage flagged: their records may have quietly shifted against their neighbours, so treat their trends with caution.
How drift is detected
Every gage's annual flows are compared against each neighbour's as a double-mass curve (Searcy & Hardison, USGS WSP 1541-B); a Pettitt step test looks for a break in the ratio. A gage is flagged only when the breaks AGREE across its references, and a break against an already-suspect gage is never counted against a healthy one. A double-mass break means the ratio between two gages changed, not that either gage is faulty: a new diversion, a reservoir, or an import changes that ratio exactly as a rating shift does. Screening aid for expert review, never a measurement verdict.
10 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. 10 gage(s) and 182 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1980. 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) |
|---|---|---|
| 1920s | 1 | 0 |
| 1940s | 1 | 0 |
| 1950s | 1 | 1 |
| 1960s | 1 | 52 |
| 1970s | 3 | 126 |
| 1980s | 6 | 169 |
| 1990s | 6 | 186 |
| 2000s | 8 | 233 |
| 2010s | 10 | 200 |
| 2020s | 10 | 184 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 58% of 398 schematic-relevant structures. Kink count trend: no_trend (p=0.115), kink magnitude trend: no_trend (p=0.119) across 45 qualifying year(s).
Reach gain/loss shifts (1985–2026)
Mass-balance kinks computed for every summer month back to 1985 (148 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.
- ROCKY FORD CANAL #2 ABOVE TOTTEN RESERVOIR NEAR CORTEZ: reach shifted from -243 cfs to -89 cfs summer mean (more gaining, p=0.043, 24 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization] [measurement-evolution caution: this shift co-moves with the growth of the gage/metering network (rho=-0.63) -- part of it may be unaccounted water becoming accounted, not hydrologic change]
Groundwater now has its own tab: 22 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 15 reservoir(s), end-of-year storage back to 1975, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 33-year window with full coverage (1994–2026), the dominant shared pattern across 5 gage(s) explains 61% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).
MVIDIVCO doesn't move with that shared pattern -- a real, localized signal (a new diversion, land-use change, or a gage-specific data problem) worth a closer look, not necessarily noise.
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade B (4/6 points) — the components below are the finding; the letter alone is not. Sources: DWR HydroBase snapshot HydroBase_CO_20260928 (imported 2026-10-04) for history, plus the CDSS REST API for current conditions.
| Check | State | What was measured |
|---|---|---|
| gage freshness | stale | newest gage reading is 35 day(s) old (target 7) |
| diversion record | expected-lag | newest diversion record is 367 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | partial | 58% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 184,831 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 — 99.84% day-level agreement with USGS's own published records for the same gages, across 8 co-listed station(s) and 75,323 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.
16 gage(s) / 142,094 daily values (1926-10-01–2026-09-27); 357 structure(s) with diversion records; 638 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 ↗
97 water-level measurements across 22 monitored well(s) — 7 alluvial, 0 bedrock — plus 1 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.
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.
55% are constructed wells; 3% 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
562 located water-supply permits with an issue date, 1954 to 2026; half of them had been issued by 1995, and the busiest year was 1982 with 41. The district’s 220 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 1,212 above counts every permit on file here; 430 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 |
|---|---|---|---|---|
| 1954 | 3 | 0 | 3 | 3 |
| 1960 | 1 | 0 | 1 | 4 |
| 1961 | 1 | 0 | 1 | 5 |
| 1963 | 3 | 0 | 3 | 8 |
| 1964 | 2 | 0 | 2 | 10 |
| 1965 | 2 | 0 | 2 | 12 |
| 1972 | 7 | 0 | 7 | 19 |
| 1973 | 7 | 0 | 7 | 26 |
| 1974 | 5 | 0 | 5 | 31 |
| 1977 | 9 | 0 | 9 | 40 |
| 1978 | 24 | 0 | 24 | 64 |
| 1979 | 19 | 0 | 19 | 83 |
| 1980 | 18 | 0 | 18 | 101 |
| 1981 | 25 | 0 | 25 | 126 |
| 1982 | 41 | 0 | 41 | 167 |
| 1983 | 15 | 0 | 15 | 182 |
| 1984 | 19 | 0 | 19 | 201 |
| 1985 | 16 | 0 | 16 | 217 |
| 1986 | 12 | 0 | 12 | 229 |
| 1987 | 8 | 0 | 8 | 237 |
| 1988 | 5 | 0 | 5 | 242 |
| 1989 | 15 | 9 | 6 | 257 |
| 1990 | 6 | 0 | 6 | 263 |
| 1991 | 11 | 4 | 7 | 274 |
| 1992 | 1 | 0 | 1 | 275 |
| 1993 | 10 | 4 | 6 | 285 |
| 1994 | 10 | 1 | 9 | 295 |
| 1995 | 28 | 19 | 9 | 323 |
| 1996 | 18 | 3 | 15 | 341 |
| 1997 | 14 | 6 | 8 | 355 |
| 1998 | 15 | 3 | 12 | 370 |
| 1999 | 14 | 3 | 11 | 384 |
| 2000 | 15 | 3 | 12 | 399 |
| 2001 | 15 | 0 | 15 | 414 |
| 2002 | 18 | 3 | 15 | 432 |
| 2003 | 12 | 0 | 12 | 444 |
| 2004 | 4 | 1 | 3 | 448 |
| 2005 | 13 | 3 | 10 | 461 |
| 2006 | 10 | 0 | 10 | 471 |
| 2007 | 11 | 0 | 11 | 482 |
| 2008 | 14 | 0 | 14 | 496 |
| 2009 | 23 | 12 | 11 | 519 |
| 2010 | 11 | 0 | 11 | 530 |
| 2011 | 8 | 0 | 8 | 538 |
| 2012 | 12 | 6 | 6 | 550 |
| 2013 | 8 | 5 | 3 | 558 |
| 2014 | 15 | 9 | 6 | 573 |
| 2015 | 8 | 3 | 5 | 581 |
| 2016 | 10 | 8 | 2 | 591 |
| 2017 | 35 | 11 | 24 | 626 |
| 2018 | 34 | 26 | 8 | 660 |
| 2019 | 19 | 14 | 5 | 679 |
| 2020 | 13 | 6 | 7 | 692 |
| 2021 | 26 | 18 | 8 | 718 |
| 2022 | 9 | 6 | 3 | 727 |
| 2023 | 20 | 16 | 4 | 747 |
| 2024 | 5 | 0 | 5 | 752 |
| 2025 | 6 | 0 | 6 | 758 |
| 2026 | 24 | 18 | 6 | 782 |
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
22 PLSS townships here where at least 5 water-supply permits naming the same aquifer filed a depth (532 permits in all). Each column is one township, six miles square, on one scale to 1,900 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. 3 of these townships straddle a district line and are filed here because most of their permits are.
60
51
50
41
41 · 92% here
36
32
26
25
23
20 · 82% here
19
19
15
15
14
12
9
8
6 · 90% here
5
5
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 |
|---|---|---|---|---|---|---|
| T36N R17W New Mexico PM | 100% | unnamed | 58 | 85 / 161 / 301 | 50 / 100 / 230 | 93 / 168 / 291 |
| T36N R16W New Mexico PM | 100% | unnamed | 50 | 23 / 105 / 329 | 22 / 87 / 530 | 63 / 150 / 603 |
| T36N R18W New Mexico PM | 100% | unnamed | 50 | 100 / 190 / 383 | 48 / 79 / 212 | 117 / 180 / 398 |
| T40N R19W New Mexico PM | 100% | unnamed | 41 | 120 / 160 / 275 | 46 / 125 / 211 | 92 / 196 / 247 |
| T42N R19W New Mexico PM | 92% | unnamed | 41 | 53 / 155 / 270 | 34 / 89 / 198 | 80 / 159 / 266 |
| T41N R19W New Mexico PM | 100% | unnamed | 35 | 71 / 155 / 252 | 15 / 75 / 106 | 35 / 146 / 226 |
| T40N R18W New Mexico PM | 100% | unnamed | 32 | 53 / 234 / 409 | 30 / 54 / 321 | 80 / 185 / 385 |
| T35N R16W New Mexico PM | 97% | unnamed | 24 | 47 / 104 / 209 | 15 / 40 / 87 | 42 / 100 / 168 |
| T37N R16W New Mexico PM | 100% | unnamed | 25 | 47 / 115 / 302 | 12 / 81 / 185 | 68 / 185 / 279 |
| T39N R19W New Mexico PM | 100% | unnamed | 20 | 18 / 80 / 288 | 42 / 60 / 116 | 77 / 110 / 246 |
| T38N R16W New Mexico PM | 82% | unnamed | 19 | 49 / 135 / 796 | 38 / 128 / 731 | 47 / 135 / 813 |
| T36N R15W New Mexico PM | 100% | unnamed | 18 | 52 / 148 / 285 | 45 / 80 / 150 | 66 / 145 / 169 |
| T37N R17W New Mexico PM | 100% | unnamed | 19 | 22 / 82 / 240 | 29 / 45 / 116 | 55 / 87 / 132 |
| T38N R17W New Mexico PM | 100% | unnamed | 14 | 92 / 215 / 356 | 76 / 150 / 710 | 142 / 210 / 788 |
| T38N R18W New Mexico PM | 100% | unnamed | 15 | 33 / 300 / 1,115 | 50 / 135 / 738 | 104 / 225 / 775 |
| T39N R18W New Mexico PM | 100% | unnamed | 14 | 90 / 269 / 598 | 174 / 235 / 488 | 227 / 268 / 546 |
| T35N R19W New Mexico PM | 100% | unnamed | 12 | 70 / 246 / 446 | 53 / 186 / 390 | 76 / 294 / 440 |
| T41N R20W New Mexico PM | 100% | unnamed | 9 | 76 / 153 / 282 | 57 / 100 / 140 | 113 / 200 / 258 |
| T39N R20W New Mexico PM | 100% | unnamed | 8 | 55 / 80 / 619 | — | — |
| T42N R20W New Mexico PM | 90% | unnamed | 6 | 124 / 182 / 260 | — | — |
| T38N R19W New Mexico PM | 100% | unnamed | 5 | 277 / 1,175 / 1,820 | — | — |
| T42N R18W New Mexico PM | 100% | unnamed | 5 | 144 / 203 / 259 | — | — |
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 ↗
15 reservoir(s) with 8,715 storage measurement(s), 1975–2026. Basin storage as of 2025-10-31 (the record's own end — reservoir records publish ~annually): 3,647 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) | |
|---|---|---|---|---|---|
| ▸ TOTTEN RESERVOIR (3203601) | 2,135 | 2025-10-31 | — | — | dossier → |
| ▸ A M PUETT RES OUTLET (3200704) | 978 | 2009-10-16 | — | — | dossier → |
| ▸ A M PUETT RESERVOIR (3203603) | 770 | 2025-10-31 | — | — | dossier → |
| ▸ NARRAGUINNEP RESERVOIR (3203602) | 742 | 2025-10-31 | — | — | dossier → |
| ▸ MARINE LIFE RESORT RESERVOIR (3203794) | 35 | 2017-10-31 | — | — | dossier → |
| ▸ WILKERSON POND NO 1 (3203604) | 11 | 2011-10-31 | — | — | dossier → |
| ▸ BUTTS RESERVOIR (3203605) | 9 | 2011-10-31 | — | — | dossier → |
| ▸ LIVELY RESERVOIR (3203597) | 5 | 2011-10-31 | — | — | dossier → |
Drought
Source Our computation, no independent reference · computed here from the screened DWR record Source Independent agency measurement · fetched 2026-10-27 · verify at U.S. Drought Monitor ↗
Right now
This is the 32nd-driest week 42 in 76 years of record at MCELMO CREEK NEAR COLORADO-UTAH STATE LINE (as of 2026-10-12; this week’s flow sits at the 42nd 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, Montezuma County is 5% in D1 moderate drought (2026-10-27). 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 1951, week by week
Each thin row is a year at MCELMO CREEK NEAR COLORADO-UTAH STATE LINE; 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 39 weeks recorded so far, 2026’s weekly trace most resembles 2002 (mean gap 9.8 percentile points; next closest 2018 (11.8), 2021 (12.3)). 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 Montezuma, Montezuma 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 2013 — 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 (198 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 | 2025-03-17 → 2026-10-12 | 82 | 5th (2026-07-13) | not yet | — |
| unnamed dry spell | 2023-12-18 → 2024-12-23 | 53 | 16th (2024-08-05) | not yet | — |
| the 2020-22 drought | 2020-04-13 → 2023-04-17 | 157 | 5th (2022-06-20) | 3 weeks | — |
| the 2018 drought | 2018-03-05 → 2019-06-24 | 68 | 6th (2019-01-28) | 202 weeks | — |
| the 2012-13 drought | 2014-03-03 → 2014-11-24 | 38 | 12th (2014-06-23) | 48 weeks | — |
| the 2012-13 drought | 2013-03-11 → 2013-11-11 | 35 | 20th (2013-07-29) | 102 weeks | — |
| the 2012-13 drought | 2012-04-23 → 2012-11-05 | 28 | 23rd (2012-07-02) | 155 weeks | — |
| the 2002 drought | 2002-04-01 → 2004-11-01 | 135 | 7th (2002-08-19) | 1 week | — |
| the 1977 drought | 1977-04-04 → 1978-06-12 | 62 | 7th (1978-01-16) | 5 weeks | 1 yr (5 wells) |
| the 1963-64 drought | 1963-11-11 → 1964-06-08 | 30 | 17th (1964-03-02) | 28 weeks | — |
| unnamed dry spell | 1960-11-21 → 1961-05-22 | 26 | 17th (1961-01-09) | 6 weeks | 26 yr (6 wells, 2 still below) |
| unnamed dry spell | 1959-07-13 → 1960-05-16 | 44 | 19th (1959-09-21) | 2 weeks | 27 yr (9 wells, 3 still below) |
| the 1950s drought | 1956-10-22 → 1957-05-27 | 31 | 6th (1956-12-31) | 0 weeks | — |
| the 1950s drought | 1954-11-01 → 1955-03-21 | 20 | 21st (1954-11-29) | 7 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.
What drought has cost here
Since 1991, federal crop insurance has paid $1,489,504 in drought-caused claims across Montezuma county — 11.1% of all insured crop losses there. The worst year was 2021 ($338,603).
USDA crop-insurance indemnities where the recorded cause of loss is drought, summed over the counties this district's gages sit in. Counties overlap water districts imperfectly, and insured-crop claims are a floor on drought damage, not a total. Source: USDA RMA cause-of-loss files.
When this basin claimed its water
Every bar is a year’s new appropriations (356 rights across 76 years of shared record), colored by that year’s wetness from the barcode above. Here the correlation is +0.45 — this basin tended to claim water after wet years, when the supply had just shown itself. 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 2026-10-06 · verify at EPA SDWIS ↗
6 systems touch this district (6 community systems reporting 24,277 people served, a figure that counts a wholesaler's customers twice); 1 of them carries an open health-based violation on EPA's record.
| System | Serves | Source | Here |
|---|---|---|---|
| MONTEZUMA WC | 13,797 | Surface water | 100% of its area |
| CORTEZ CITY OF | 8,770 | Surface water | 100% of its area |
| DOVE CREEK TOWN OF | 850 | Surface water | 100% of its area |
| MONTEZUMA CNTY WD NO 1 1 open health-based | 490 | Purchased surface water | 100% of its area |
| VISTA VERDE VILLAGE | 200 | Purchased surface water | 100% of its area |
| ELEGANT HILLS MHP | 170 | Purchased surface water | 100% of its area |
Instream-flow rights held by the state
Source Register of another agency · fetched 2026-11-01 · verify at CWCB instream flow program ↗
2 reaches over 23.2 miles, held by the Colorado Water Conservation Board so that water stays in the stream. Every reach, with its schedule and case →
- Yellow Jacket Canyon, 12.58 mi: 3.2 (5/16 - 10/31), 2.5 (11/1 - 5/15) cfs (appropriated 2006, 06CW0060) · dossier
- Yellow Jacket Canyon, 10.64 mi: 2.1 (1/1 - 12/31) cfs (appropriated 2006, 06CW0061) · dossier
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 1868-03-02 to 2022-08-05. Of the 20 structures with a yield estimate, the median one’s senior right was in priority 15% of a median irrigation season and 0% in a dry one. 25 abandonment screens and 145 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: 687 across 638 structure(s); 65 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 | 319 | 117 | 1883-05-15 |
| 2015 | 316 | 90 | 1899-05-13 |
| 2016 | 273 | 94 | 1888-02-08 |
| 2017 | 297 | 98 | 1904-01-02 |
| 2018 | 285 | 164 | 1878-05-15 |
| 2019 | 186 | 53 | 1880-06-01 |
| 2020 | 240 | 171 | 1986-11-23 |
| 2021 | 246 | 143 | 1876-11-01 |
| 2022 | 261 | 161 | 1888-03-20 |
| 2023 | 198 | 82 | 1880-06-01 |
| 2024 | 231 | 114 | 1876-10-10 |
| 2025 | 281 | 169 | 1888-03-20 |
Why diversions stopped — call-based explanations
Sustained diversion stops matched to senior administrative calls.
- BORD DITCH (3200512) DWR↗ stopped 2025-10-14 (10+ days) — call at LA PLATA RIVER BASIN curtailing 100% of its decreed rate [heuristic-strong]
- CHARLES MATTSON DITCH (3200520) DWR↗ stopped 2025-09-03 (55+ days) — call at HENRY BOLEN DITCH curtailing 100% of its decreed rate [heuristic-strong]
- DURAN DITCH (3200551) DWR↗ stopped 2025-07-10 (21+ days) — call at HENRY BOLEN DITCH curtailing 100% of its decreed rate [heuristic-strong]
- CHARLES MATTSON DITCH (3200520) DWR↗ stopped 2025-06-23 (49+ days) — call at LA PLATA RIVER BASIN curtailing 100% of its decreed rate [heuristic-strong]
- BORD DITCH (3200512) DWR↗ stopped 2025-06-22 (28+ days) — call at LA PLATA RIVER BASIN curtailing 100% of its decreed rate [heuristic-strong]
- BRIXEY-COMISKY DITCH (3200513) DWR↗ stopped 2025-06-22 (58+ days) — call at LA PLATA RIVER BASIN curtailing 100% of its decreed rate [heuristic-strong]
- BURTON DITCH (3200517) DWR↗ stopped 2024-10-03 (386+ days) — call at SPRING CREEK DITCH curtailing 100% of its decreed rate [heuristic-strong]
- GAFFORD DITCH NO 2 (3200564) DWR↗ stopped 2024-09-10 (15+ days) — call at HENRY BOLEN DITCH curtailing 100% of its decreed rate [heuristic-strong]
- EARL HART DITCH (3200556) DWR↗ stopped 2024-09-09 (24+ days) — call at HENRY BOLEN DITCH curtailing 100% of its decreed rate [heuristic-strong]
- HAMBELTON DITCH (3200574) DWR↗ stopped 2024-08-12 (6+ days) — call at HENRY BOLEN DITCH curtailing 100% of its decreed rate [heuristic-strong]
- EARL HART DITCH (3200556) DWR↗ stopped 2024-08-04 (10+ days) — call at HENRY BOLEN DITCH curtailing 100% of its decreed rate [heuristic-strong]
- COMISKY DITCH NO 1 (3200524) DWR↗ stopped 2024-07-24 (461+ days) — call at HENRY BOLEN 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 |
|---|---|---|---|
| ROCK CREEK DITCH (3200652) DWR↗ | 1888-03-20 | 36.0% / 14.5% | 1.4% / 0.0% |
| WILSON DITCH (3200690) DWR↗ | 1888-06-01 | 31.8% / 6.6% | 2.3% / 0.0% |
| BLACK DIKE DITCH (3200509) DWR↗ | 1889-04-15 | 27.6% / 6.6% | 27.6% / 6.6% |
| HAMBELTON DITCH (3200574) DWR↗ | 1891-04-20 | 23.4% / 0.0% | 2.3% / 0.0% |
| COTTONWOOD DITCH NO 1 (3200528) DWR↗ | 1891-01-25 | 23.4% / 0.0% | 23.4% / 0.0% |
| COTTONWOOD DITCH NO 2 (3200529) DWR↗ | 1890-05-21 | 26.6% / 6.6% | 26.6% / 6.6% |
| MTN UTE SAN JUAN DIVR (3200938) DWR↗ | 1868-03-02 | 100.0% / 100.0% | 100.0% / 100.0% |
| BRUMLEY DRAW IRR DITCH (3200514) DWR↗ | 1889-04-20 | 26.6% / 6.6% | 2.3% / 0.0% |
| MURRAY-ZWICKER-TOZER D (3200634) DWR↗ | 1892-06-15 | 22.8% / 0.0% | 2.3% / 0.0% |
| EATON DITCH (3200558) DWR↗ | 1908-03-10 | 2.3% / 0.0% | 2.3% / 0.0% |
| SHUMWAY PERKINS PMPG STA (3200665) DWR↗ | 1972-01-18 | 2.3% / 0.0% | 2.3% / 0.0% |
| ISMAY DITCH (3200590) DWR↗ | 1955-01-01 | 2.3% / 0.0% | 2.3% / 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 ~1980 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- DAWSON DITCH (MCELMO) (3200537) DWR↗ (1943-04-25, 1.1 cfs decreed): last active 1974 — 51 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1980) -- early absence of record is weak evidence of nonuse
- MURRAY PUMP AND PIPELINE (3200633) DWR↗ (1961-06-30, 0.1 cfs decreed): last active 1974 — 51 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1980) -- early absence of record is weak evidence of nonuse
- PALMER PUMP AND DITCHES (3200639) DWR↗ (1920-12-31, 1.0 cfs decreed): last active 1976 — 49 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1980) -- early absence of record is weak evidence of nonuse
- STRATTON DITCH (3200676) DWR↗ (1937-06-10, 0.2 cfs decreed): last active 1979 — 46 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1980) -- early absence of record is weak evidence of nonuse
- OLD STAGE STATION DIVR (3200637) DWR↗ (1966-12-31, 0.6 cfs decreed): last active 1981 — 44 years idle
- HARMON DITCH ALT PT #1 (3200776) DWR↗ (1950-08-19, 0.2 cfs decreed): last active 1983 — 42 years idle
- MURPHY DIVERSION NO 1 (3200751) DWR↗ (1978-06-01, 0.5 cfs decreed): last active 1984 — 41 years idle
- FETTERMAN HYDRAM (3200756) DWR↗ (1980-04-15, 0.1 cfs decreed): last active 1985 — 40 years idle
- HARMON DITCH SPRUELL #2 (3200578) DWR↗ (1950-08-19, 0.1 cfs decreed): last active 1986 — 39 years idle
- CULLEN DITCH (3200535) DWR↗ (1900-12-31, 2.5 cfs decreed): last active 1989 — 36 years idle
Compliance screens (145 advisory flags)
Screened 222 of 638 structures with rights (262 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.
- HAMBELTON DITCH (3200574) DWR↗: Observed p99 daily rate 16.2 cfs (max 19.0) exceeds total decreed absolute 12.5 cfs across 36288 recorded day(s).
- COTTONWOOD DITCH NO 2 (3200529) DWR↗: Observed p99 daily rate 15.0 cfs (max 17.0) exceeds total decreed absolute 10.0 cfs across 33971 recorded day(s).
- BLACK DIKE DITCH (3200509) DWR↗: Observed p99 daily rate 13.9 cfs (max 16.9) exceeds total decreed absolute 13.1 cfs across 32347 recorded day(s).
- COTTONWOOD DITCH NO 1 (3200528) DWR↗: Observed p99 daily rate 13.5 cfs (max 16.0) exceeds total decreed absolute 10.0 cfs across 26852 recorded day(s).
- ROBERT B DUNHAM DITCH (3200651) DWR↗: Observed p99 daily rate 12.6 cfs (max 12.6) exceeds total decreed absolute 3.0 cfs across 2972 recorded day(s).
- EATON DITCH (3200558) DWR↗: Observed p99 daily rate 8.4 cfs (max 11.2) exceeds total decreed absolute 6.0 cfs across 19763 recorded day(s).
- MURRAY-ZWICKER-TOZER D (3200634) DWR↗: Observed p99 daily rate 8.4 cfs (max 10.3) exceeds total decreed absolute 6.0 cfs across 37422 recorded day(s).
- OLD KANIGA DITCH (3200636) DWR↗: Observed p99 daily rate 8.0 cfs (max 8.0) exceeds total decreed absolute 2.0 cfs across 4142 recorded day(s).
- SCHALLES DITCH (3200662) DWR↗: Observed p99 daily rate 7.0 cfs (max 8.5) exceeds total decreed absolute 4.0 cfs across 20069 recorded day(s).
- BORD DITCH (3200512) DWR↗: Observed p99 daily rate 6.0 cfs (max 7.0) exceeds total decreed absolute 4.0 cfs across 18027 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| ROCK CREEK DITCH (3200652) DWR↗ | 1888-03-20 | 3 | 39.3 | 0 | — |
| WILSON DITCH (3200690) DWR↗ | 1888-06-01 | 8 | 28.5 | 0 | yes |
| BLACK DIKE DITCH (3200509) DWR↗ | 1889-04-15 | 1 | 13.1 | 0 | — |
| HAMBELTON DITCH (3200574) DWR↗ | 1891-04-20 | 2 | 12.5 | 0 | yes |
| COTTONWOOD DITCH NO 1 (3200528) DWR↗ | 1891-01-25 | 1 | 10.0 | 0 | — |
| COTTONWOOD DITCH NO 2 (3200529) DWR↗ | 1890-05-21 | 1 | 10.0 | 0 | — |
| MTN UTE SAN JUAN DIVR (3200938) DWR↗ | 1868-03-02 | 1 | 10.0 | 0 | — |
| BRUMLEY DRAW IRR DITCH (3200514) DWR↗ | 1889-04-20 | 2 | 7.3 | 0 | — |
| EATON DITCH (3200558) DWR↗ | 1908-03-10 | 3 | 6.0 | 0 | — |
| MURRAY-ZWICKER-TOZER D (3200634) DWR↗ | 1892-06-15 | 2 | 6.0 | 0 | yes |
| ISMAY DITCH (3200590) DWR↗ | 1955-01-01 | 1 | 5.0 | 0 | — |
| SHUMWAY PERKINS PMPG STA (3200665) DWR↗ | 1972-01-18 | 1 | 5.0 | 0 | — |
| N E CARPENTER SEEPAGE D (3200635) DWR↗ | 1970-07-31 | 2 | 4.8 | 0 | — |
| BORD DITCH (3200512) DWR↗ | 1910-04-20 | 2 | 4.0 | 0 | — |
| POWELL AND CODY DITCH (3200644) DWR↗ | 1907-02-14 | 3 | 4.0 | 0 | — |
Recent inventory & legal-document changes
- 2026-10-28 — call released: 38819
- 2026-10-28 — call released: 37405
- 2026-10-14 — call released: 38607
- 2026-10-14 — call released: 38820
- 2026-10-14 — call released: 38609
- 2026-10-01 — call released: 39556
- 2026-10-01 — call released: 37181
- 2026-09-30 — call released: 39596
Water-court filings this month (division-wide)
4 applications in the 2026-09 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 2026-11-30 (25 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 4 filings, with excerpts
| Case | What it asks | County | Excerpt |
|---|---|---|---|
2026CW3027
|
— | LA PLATA | 2026CW3027 La Plata County, Water District No. 7 1. Name, address, and telephone number of applicant: Hermosa Sanitation District, PO Box 2217, Durango, CO 81302, 970-759-0185; Attorney: Floyd L. Smith, 48 CR 250, Suite 5, Durango, CO 81301; 2. Name of structu… |
2026CW3028
|
— | MINERAL | 2026CW3028 Mineral County, (18CW3051)… |
2026CW3029
|
reasonable diligence, make absolute, new underground right | ARCHULETA | 2026CW3029 Archuleta County, Application for Alternate Points of Diversion, To Make Absolute, and for a Finding of Reasonable Diligence for Surface and Underground Water Rights. 1. Applicants: Alpine Lakes Ranch Property Owners Association, Inc. and Alpine Lak… |
2026CW8
|
— | LA PLATA | 2026CW8 La Plata County, Brett A. Vuyk and Barbara L. Vuyk, 697 Sunrise Ln. Durango, CO 81301, Date of Original Decree: 7/18/2007 Case No. 06CW88, Subsequent decrees: Date of Decree: 1/10/2014 Case No. 13CW23, Date of Decree: 9/2/2020 Case No. 20CW1: Long Draw… |
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 2026-11-04 · verify at USGS current conditions ↗
1 USGS sensor reports 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 |
|---|---|---|---|---|---|
| MUD CREEK AT STATE HIGHWAY 32, NEAR CORTEZ, CO. | 6.1 | 5600 | 2026-11-04 17:30 |
Where water has been sampled
Source Register of another agency · fetched 2026-10-08 · verify at Water Quality Portal ↗
The portal lists 436 sampling stations in this district's watersheds (McElmo 14080202, 54% of the district; Montezuma 14080203, 32% of the district; Lower San Juan-Four Corners 14080201, 13% of the district), of which 20 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: Colorado Dept. of Public Health & Environment-WQCD (9), Ute Mountain Utes Tribe (Colorado) (5), USGS Colorado Water Science Center (3). Most-sampled groups: Inorganics, Minor, Metals, Physical, Inorganics, Major, Metals, Inorganics, Major, Non-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 2026-10-07 · verify at EPA SDWIS ↗
6 community systems touch this district. 1 carries an open health-based violation on EPA's record. EPA sampled 2 of them for PFAS in 2023–25; none had PFOA or PFOS at or above the 2024 limit.
| System | Serves | EPA record | PFAS (UCMR 5) | Lead, latest 90th pct |
|---|---|---|---|---|
| MONTEZUMA CNTY WD NO 1 | 490 | 1 open health-based | not sampled | 0.0 mg/L |
| MONTEZUMA WC | 13,797 | 7 of 12 quarters with a violation | none detected | 0.0029 mg/L |
| CORTEZ CITY OF | 8,770 | clean, last 12 quarters | none detected | 0.0022 mg/L |
| DOVE CREEK TOWN OF | 850 | 8 of 12 quarters with a violation | not sampled | 0.0006 mg/L |
| VISTA VERDE VILLAGE | 200 | 2 of 12 quarters with a violation | not sampled | 0.0003 mg/L |
| ELEGANT HILLS MHP | 170 | 4 of 12 quarters with a violation | not sampled | 0.0016 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.
This week's diagnostic
Loading…
System status
Loading…
Active river calls
Loading…
Hydrographs vs. historical envelope
Loading…
Anomaly flags
Loading…
Topology cross-check: 8 parent disagreements (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 11 streams, 3 agree. Know this water? Tell us →
| Stream | This site routes it to | DWR routes it to |
|---|---|---|
| Alkali Canyon | the mainstem | Cross Canyon |
| Dawson Draw | the mainstem | Yellow Jacket Canyon |
| Brumley Draw | the mainstem | Dawson Draw |
| Alkali Canyon | the mainstem | McElmo Creek |
| Crow Canyon | the mainstem | McElmo Creek |
| Ritter Draw | the mainstem | Simon Draw |
| Simon Draw | the mainstem | McElmo Creek |
| Mud Creek | the mainstem | McElmo Creek |
Page assembled 23:00 MST · live figures refresh through the day.