Cucharas River
Cucharas River on the ground — the ditches, wells, reservoirs and gages of Water District 16 · 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 Cucharas River is critically low for late September -- 2% of normal flow, its 2nd-driest such week in 87 years of record. 1 call stands against it right now; the most senior right calling dates to 1871. DWR's statements do not settle whether 16 more calls reach it. This year's runoff outlook, issued 2026-06-01, called for 26% of normal.
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 6 ranked gages are running at a median 38% of their own long-term norm for this window — 5 below a typical year, 1 at or above. Driest relative to its record: CUCHARAS RIVER AT HARRISON BRIDGE NEAR LA VETA, CO, ranking 1st lowest of 26 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 2026-10-11 20:00 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.
None of the 14 gages with enough record shows a significant trend or a detected shift — which is itself the finding.
No gage shows a statistically significant trend or changepoint yet.
14 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. 13 gage(s) and 60 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1941. 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) |
|---|---|---|
| 1900s | 0 | 1 |
| 1910s | 0 | 61 |
| 1920s | 1 | 0 |
| 1930s | 1 | 16 |
| 1940s | 1 | 114 |
| 1950s | 1 | 0 |
| 1960s | 1 | 24 |
| 1970s | 1 | 58 |
| 1980s | 1 | 87 |
| 1990s | 2 | 66 |
| 2000s | 3 | 56 |
| 2010s | 7 | 95 |
| 2020s | 13 | 82 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 9% of 1281 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 (1993–2026)
Mass-balance kinks computed for every summer month back to 1993 (255 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.
- CUCHARAS RIVER AT HARRISON BRIDGE NEAR LA VETA, CO: reach shifted from +3 cfs to +43 cfs summer mean (more gaining, p=0.009, 22 yr) [sedimentary plains/foothills: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records]
- CUCHARAS RIVER BELOW CUCHARAS RESERVOIR: reach shifted from -17 cfs to +44 cfs summer mean (more gaining, p=0.039, 23 yr) [sedimentary plains/foothills: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records]
Groundwater now has its own tab: 88 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 43 reservoir(s), end-of-year storage back to 1901, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 18-year window with full coverage (2009–2026), the dominant shared pattern across 4 gage(s) explains 55% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).
WWSCURCO 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 C (3/6 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 14 day(s) old (target 7) |
| diversion record | expected-lag | newest diversion record is 346 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 9% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 232,577 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 — 100.00% day-level agreement with USGS's own published records for the same gages, across 2 co-listed station(s) and 20,246 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) / 98,708 daily values (1923-01-01–2026-09-27); 218 structure(s) with diversion records; 1045 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 ↗
366 water-level measurements across 88 monitored well(s) — 42 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 4 well(s) with enough record for a trend test: 1 declining, 3 rising.
| Fastest-declining wells | Setting | ft / decade | Span | p |
|---|---|---|---|---|
| ▸ SC02906719ACA | alluvial | -0.42 | 34 yr | 0.002 |
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.
CUCHARAS RIVER AT HARRISON BRIDGE NEAR LA VETA, CO: 0 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.
60% are constructed wells; 10% 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
1,808 located water-supply permits with an issue date, 1956 to 2026; half of them had been issued by 2001, and the busiest year was 1972 with 103. The district’s 419 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 3,025 above counts every permit on file here; 798 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 |
|---|---|---|---|---|
| 1956 | 1 | 0 | 1 | 1 |
| 1959 | 9 | 0 | 9 | 10 |
| 1960 | 10 | 0 | 10 | 20 |
| 1961 | 8 | 0 | 8 | 28 |
| 1963 | 5 | 0 | 5 | 33 |
| 1964 | 6 | 0 | 6 | 39 |
| 1965 | 4 | 0 | 4 | 43 |
| 1966 | 3 | 0 | 3 | 46 |
| 1967 | 5 | 0 | 5 | 51 |
| 1968 | 12 | 0 | 12 | 63 |
| 1969 | 3 | 0 | 3 | 66 |
| 1971 | 9 | 0 | 9 | 75 |
| 1972 | 103 | 0 | 103 | 178 |
| 1973 | 20 | 0 | 20 | 198 |
| 1974 | 9 | 0 | 9 | 207 |
| 1975 | 4 | 0 | 4 | 211 |
| 1976 | 29 | 0 | 29 | 240 |
| 1977 | 30 | 0 | 30 | 270 |
| 1978 | 24 | 0 | 24 | 294 |
| 1979 | 11 | 0 | 11 | 305 |
| 1980 | 13 | 0 | 13 | 318 |
| 1981 | 18 | 0 | 18 | 336 |
| 1982 | 8 | 0 | 8 | 344 |
| 1983 | 6 | 0 | 6 | 350 |
| 1984 | 7 | 0 | 7 | 357 |
| 1985 | 8 | 0 | 8 | 365 |
| 1986 | 10 | 0 | 10 | 375 |
| 1987 | 14 | 0 | 14 | 389 |
| 1988 | 10 | 0 | 10 | 399 |
| 1989 | 17 | 1 | 16 | 416 |
| 1990 | 20 | 1 | 19 | 436 |
| 1991 | 15 | 2 | 13 | 451 |
| 1992 | 30 | 10 | 20 | 481 |
| 1993 | 26 | 8 | 18 | 507 |
| 1994 | 36 | 9 | 27 | 543 |
| 1995 | 54 | 11 | 43 | 597 |
| 1996 | 74 | 21 | 53 | 671 |
| 1997 | 118 | 36 | 82 | 789 |
| 1998 | 85 | 21 | 64 | 874 |
| 1999 | 75 | 22 | 53 | 949 |
| 2000 | 72 | 13 | 59 | 1,021 |
| 2001 | 55 | 5 | 50 | 1,076 |
| 2002 | 75 | 7 | 68 | 1,151 |
| 2003 | 83 | 2 | 81 | 1,234 |
| 2004 | 76 | 19 | 57 | 1,310 |
| 2005 | 80 | 28 | 52 | 1,390 |
| 2006 | 48 | 1 | 47 | 1,438 |
| 2007 | 31 | 1 | 30 | 1,469 |
| 2008 | 60 | 13 | 47 | 1,529 |
| 2009 | 43 | 1 | 42 | 1,572 |
| 2010 | 46 | 2 | 44 | 1,618 |
| 2011 | 26 | 2 | 24 | 1,644 |
| 2012 | 40 | 0 | 40 | 1,684 |
| 2013 | 24 | 4 | 20 | 1,708 |
| 2014 | 39 | 3 | 36 | 1,747 |
| 2015 | 37 | 7 | 30 | 1,784 |
| 2016 | 41 | 13 | 28 | 1,825 |
| 2017 | 85 | 58 | 27 | 1,910 |
| 2018 | 44 | 20 | 24 | 1,954 |
| 2019 | 46 | 26 | 20 | 2,000 |
| 2020 | 32 | 4 | 28 | 2,032 |
| 2021 | 69 | 37 | 32 | 2,101 |
| 2022 | 28 | 2 | 26 | 2,129 |
| 2023 | 33 | 0 | 33 | 2,162 |
| 2024 | 26 | 8 | 18 | 2,188 |
| 2025 | 20 | 0 | 20 | 2,208 |
| 2026 | 19 | 1 | 18 | 2,227 |
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
23 PLSS townships here where at least 5 water-supply permits naming the same aquifer filed a depth (1,332 permits in all). Each column is one township, six miles square, on one scale to 1,100 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. 12 of these townships straddle a district line and are filed here because most of their permits are.
145
143
131
116
101
97
90 · 80% here
86 · 71% here
85
48 · 88% here
44 · 91% here
37 · 73% here
34 · 94% here
30 · 50% here
21 · 81% here
20
19 · 52% here
19
18
16 · 75% here
16
8 · 55% here
8 · 73% 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 |
|---|---|---|---|---|---|---|
| T29S R68W 6th PM | 99% | unnamed | 144 | 16 / 80 / 343 | 14 / 41 / 204 | 45 / 157 / 456 |
| T28S R67W 6th PM | 97% | unnamed | 142 | 35 / 286 / 648 | 27 / 200 / 350 | 63 / 324 / 673 |
| T30S R68W 6th PM | 97% | unnamed | 130 | 10 / 89 / 434 | 8 / 34 / 275 | 12 / 92 / 530 |
| T29S R66W 6th PM | 99% | unnamed | 116 | 65 / 375 / 630 | 37 / 220 / 459 | 150 / 406 / 618 |
| T29S R67W 6th PM | 98% | unnamed | 99 | 40 / 315 / 960 | 50 / 308 / 691 | 160 / 576 / 910 |
| T28S R66W 6th PM | 97% | unnamed | 96 | 19 / 100 / 562 | 14 / 128 / 403 | 57 / 230 / 601 |
| T28S R68W 6th PM | 80% | unnamed | 90 | 30 / 245 / 792 | 36 / 127 / 370 | 71 / 305 / 694 |
| T27S R67W 6th PM | 71% | unnamed | 84 | 46 / 388 / 687 | 45 / 225 / 478 | 150 / 415 / 710 |
| T29S R69W 6th PM | 98% | unnamed | 84 | 27 / 98 / 524 | 13 / 50 / 325 | 37 / 110 / 445 |
| T29S R65W 6th PM | 88% | unnamed | 47 | 53 / 250 / 678 | 137 / 365 / 558 | 231 / 506 / 753 |
| T30S R67W 6th PM | 91% | unnamed | 43 | 21 / 100 / 644 | 13 / 150 / 555 | 116 / 369 / 705 |
| T31S R69W 6th PM | 73% | unnamed | 37 | 10 / 100 / 348 | 17 / 60 / 281 | 41 / 122 / 346 |
| T27S R65W 6th PM | 94% | unnamed | 34 | 41 / 68 / 357 | 13 / 38 / 337 | 42 / 65 / 490 |
| T25S R65W 6th PM | 50% | unnamed | 27 | 88 / 300 / 820 | 124 / 240 / 855 | 201 / 321 / 955 |
| T26S R65W 6th PM | 81% | unnamed | 19 | 60 / 370 / 670 | 90 / 412 / 637 | 141 / 470 / 745 |
| T27S R64W 6th PM | 100% | unnamed | 20 | 20 / 220 / 374 | 58 / 180 / 350 | 105 / 285 / 429 |
| T26S R63W 6th PM | 52% | unnamed | 17 | 62 / 200 / 418 | — | — |
| T27S R66W 6th PM | 95% | unnamed | 19 | 45 / 65 / 628 | 20 / 62 / 784 | 50 / 72 / 1,112 |
| T26S R64W 6th PM | 97% | unnamed | 15 | 70 / 250 / 495 | 62 / 325 / 362 | 203 / 410 / 558 |
| T25S R64W 6th PM | 75% | unnamed | 14 | 367 / 838 / 1,047 | 180 / 715 / 802 | 408 / 913 / 1,008 |
| T28S R65W 6th PM | 100% | unnamed | 16 | 55 / 135 / 210 | — | — |
| T24S R63W 6th PM | 55% | unnamed | 7 | 52 / 475 / 491 | — | — |
| T25S R63W 6th PM | 73% | unnamed | 8 | 69 / 194 / 324 | — | — |
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 ↗
43 reservoir(s) with 9,076 storage measurement(s), 1901–2016. Basin storage as of 2016-05-31 (the record's own end — reservoir records publish ~annually): 5 AF across 2 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) | |
|---|---|---|---|---|---|
| ▸ COLER SEEPAGE RESERVOIR (1603893) | 2,239 | 1969-10-01 | — | — | dossier → |
| ▸ LAKE OEHM RESERVOIR (COLER SYSTEM OUTLET (1603716) | 1,717 | 2013-10-30 | — | — | dossier → |
| ▸ LAKE MIRIAM RESERVOIR (1603715) | 1,636 | 2013-10-30 | — | — | dossier → |
| ▸ MARTIN RESERVOIR (1603832) | 879 | 1967-10-01 | — | — | dossier → |
| ▸ MARIA STEVENS RESERVOIR (1603718) | 799 | 2013-10-30 | — | — | dossier → |
| ▸ WALSENBURG RESERVOIR (1603724) | 479 | 2013-10-30 | — | — | dossier → |
| ▸ BRITTON RESERVOIR NO 3 (1603861) | 240 | 1961-11-01 | — | — | dossier → |
| ▸ CASTLE ROCK RESERVOIR (1603763) | 175 | 1961-10-01 | — | — | dossier → |
Snow and runoff
Source Independent agency measurement · fetched 2026-10-12 · verify at NRCS report generator ↗ Source Our computation, scored against a reference · NRCS forecast, graded here against the gage record
Snow-water equivalent, WY2027
No snow on the ground — normal for the date; the snow year begins in October. The new water year began October 1; the chart fills in a day at a time as NRCS publishes each reading.
| SNOTEL site | Elev (ft) | SWE (in) | Median (in) | % of median | Typical peak |
|---|---|---|---|---|---|
| Apishapa | 10000 | 0.0 | 0.0 | — | March 16 (7.6 in) |
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 16 of the last 46 winters the snow never came — the pack peaked below 80% of its median. In 6 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.
The snow never came: 1981, 1986, 1990, 1996, 2001, 2002, 2006, 2011, 2013, 2014, 2015, 2016, 2018, 2023, 2025, 2026. The snow left early: 1982, 1988, 1989, 1992, 2012, 2020.
Computed by this site from 1 SNOTEL site’ 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 — Cucharas R nr La Veta
NRCS's final issue (2026-06-01) calls it even odds that at least 2 kAF arrives over 06-01 to 09-30 — 26% of a normal season; almost certainly at least 0, probably not more than 3. Our own record at this gage shows 1 kAF actually delivered. New forecasts begin in January. How to read these numbers →
We test a record-based adjustment of the April benchmark at every graded point. Here it did not beat NRCS over 82 replayed seasons (31% typical miss unadjusted vs 34% adjusted), so none is shown — NRCS’s own forecast, unadjusted, is the best April benchmark available for this river. Why we test →
| 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 |
|---|---|---|---|---|---|---|
| 0 | 1 | 2 | 2 | 3 | 6 | 1 |
How good are these forecasts here? (1950–2025)
Grading every April issue against what the river then delivered, measured at this gage’s own record — 68 seasons: the median miss of the 50% forecast is 32%, with a high bias of 13%, and the observed volume landed inside the stated 10–90% band 80% 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 34 measured years, the season’s water has loosely followed the April snowpack: a year opening April with 80% of median snow has typically gone on to deliver about 78% 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 0.4). In warm, early-melt years the river delivered a median of 93% of a normal season, against 143% in typical years — the timing of the melt matters, not just its size.
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 2026-10-06 · verify at U.S. Drought Monitor ↗
Right now
This is the 2nd-driest week 39 in 87 years of record at CUCHARAS RIVER AT BOYD RANCH NEAR LA VETA (as of 2026-09-21; this week’s flow sits at the 2nd 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, Huerfano County is 28% in D3 extreme drought (2026-10-06). The law agrees: the most senior active call leaves 83% of this district’s decreed flow rights junior to the calling right this week.
Every year since 1934, week by week
Each thin row is a year at CUCHARAS RIVER AT BOYD RANCH NEAR LA VETA; 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 1950 (mean gap 9.4 percentile points; next closest 2018 (10.6), 1956 (17.7)). 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 Huerfano county — 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 2004 — 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 (306 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 |
|---|---|---|---|---|---|
| the 2020-22 drought | 2022-01-31 → 2022-09-05 | 31 | 18th (2022-03-14) | 1 week | — |
| the 2020-22 drought | 2020-01-27 → 2021-06-28 | 74 | 6th (2021-01-11) | 2 weeks | — |
| the 2018 drought | 2018-07-23 → 2019-06-24 | 48 | 4th (2018-10-01) | 0 weeks | — |
| the 2012-13 drought | 2012-10-15 → 2014-09-15 | 100 | 8th (2013-04-15) | 5 weeks | — |
| the 2012-13 drought | 2011-08-08 → 2012-03-19 | 32 | 14th (2011-10-17) | 7 weeks | — |
| unnamed dry spell | 2006-05-08 → 2007-02-26 | 42 | 14th (2006-08-21) | 10 weeks | — |
| the 2002 drought | 2001-05-07 → 2003-09-22 | 124 | 2nd (2002-09-09) | 8 weeks | — |
| unnamed dry spell | 1996-08-12 → 1997-02-17 | 27 | 21st (1996-11-11) | 13 weeks | — |
| the 1981 drought | 1981-03-16 → 1981-11-23 | 36 | 12th (1981-06-22) | 4 weeks | 2 yr (5 wells, 1 still below) |
| the 1977 drought | 1977-10-03 → 1978-06-05 | 35 | 22nd (1978-02-13) | 59 weeks | — |
| unnamed dry spell | 1974-09-23 → 1975-06-02 | 36 | 22nd (1974-11-25) | 7 weeks | — |
| unnamed dry spell | 1972-07-03 → 1973-07-09 | 53 | 8th (1972-11-06) | 0 weeks | — |
| unnamed dry spell | 1967-04-24 → 1968-07-01 | 62 | 12th (1967-09-04) | 1 week | — |
| the 1963-64 drought | 1963-07-15 → 1964-07-06 | 51 | 7th (1963-10-21) | 43 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 (675 rights across 88 years of shared record), colored by that year’s wetness from the barcode above. Here the correlation is +0.08 — 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 2026-10-06 · verify at EPA SDWIS ↗
6 systems touch this district (6 community systems reporting 5,034 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 |
|---|---|---|---|
| WALSENBURG CITY OF 1 open health-based | 3,230 | Surface water | 100% of its area |
| LA VETA TOWN OF | 850 | Surface water | 100% of its area |
| CUCHARAS SANITATION AND WATER DISTRICT | 343 | Surface water | 100% of its area |
| NAVAJO WESTERN WD RESORTS | 341 | Groundwater | 100% of its area |
| SPANISH PEAKS VILLAGE TRACT II WA | 138 | Groundwater | 100% of its area |
| HUAJATOLLA VALLEY ESTATES INC | 132 | Groundwater under the influence of surface water | 100% of its area |
Instream-flow rights held by the state
Source Register of another agency · fetched 2026-10-11 · verify at CWCB instream flow program ↗
6 reaches over 25.4 miles and 1 natural lake level, held by the Colorado Water Conservation Board so that water stays in the stream. Every reach, with its schedule and case →
- White Creek, 8.0 mi: 3 (1/1 - 12/31) cfs (appropriated 1979, 79CW0131) · dossier
- Cucharas Creek, 4.7 mi: 4.9 (5/15 - 6/30), 1.6 (8/15 - 9/15), 1.2 (9/16 - 4/14), 2.5 (7/1 - 8/14), 3 (4/15 - 5/14) cfs (appropriated 2010, 10CW0082) · dossier
- Bonnett Creek, 4.05 mi: 0.4 (09/01 - 03/31), 1 (04/01 - 06/30), 0.55 (07/01 - 08/31) cfs (appropriated 2019, 19CW3064) · dossier
- Dodgeton Creek, 3.43 mi: 1.5 (5/1 - 7/31), 0.8 (8/1 - 10/31), 0.5 (11/1 - 3/31), 0.8 (4/1 - 4/30) cfs (appropriated 2011, 11CW0073) · dossier
- Chaparral Creek, 3.11 mi: 2.5 (5/1 - 6/30), 1 (7/1 - 8/15), 0.45 (8/16 - 3/31), 0.85 (4/1 - 4/30) cfs (appropriated 2011, 11CW0072) · dossier
- Baker Creek, 2.13 mi: 2.1 (05/01 - 06/30), 1.3 (07/01 - 08/31), 0.5 (09/01 - 03/31), 1 (04/01 - 04/30) cfs (appropriated 2019, 19CW3077) · dossier
and 1 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 1863-05-30 to 2021-01-18. Of the 20 structures with a yield estimate, the median one’s senior right was in priority 0% of a median irrigation season and 0% in a dry one. 25 abandonment screens and 91 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: 1227 across 1045 structure(s); 319 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: 3 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 | 365 | 419 | 1866-05-01 |
| 2015 | 365 | 222 | 1865-10-07 |
| 2016 | 366 | 355 | 1862-04-30 |
| 2017 | 365 | 260 | 1866-10-31 |
| 2018 | 365 | 401 | 1862-04-30 |
| 2019 | 365 | 389 | 1862-03-20 |
| 2020 | 366 | 340 | 1861-05-31 |
| 2021 | 365 | 362 | 1862-04-30 |
| 2022 | 365 | 370 | 1862-11-15 |
| 2023 | 365 | 369 | 1862-04-30 |
| 2024 | 366 | 359 | 1862-04-30 |
| 2025 | 365 | 384 | 1862-04-30 |
Why diversions stopped — call-based explanations
Sustained diversion stops matched to senior administrative calls.
- FRANCISCO DAIGRE MILL (1600628) DWR↗ stopped 2025-09-02 (59+ days) — call at MODEL DITCH curtailing 87% of its decreed rate [heuristic-partial]
- JOHN BROWN (VASQUEZ) (1600580) DWR↗ stopped 2025-08-19 (22+ days) — call at MODEL DITCH curtailing 100% of its decreed rate [heuristic-strong]
- BALLEJOS DITCH (1600571) DWR↗ stopped 2025-08-05 (22+ days) — call at CANON HEIGHTS DITCH curtailing 100% of its decreed rate [heuristic-strong]
- SPANISH PEAKS DITCH (1600622) DWR↗ stopped 2025-08-03 (89+ days) — call at TITSWORTH DITCH curtailing 100% of its decreed rate [heuristic-strong]
- CALF PASTURE DITCH (1600575) DWR↗ stopped 2025-07-15 (20+ days) — call at LEWELLING-MCCORMICK curtailing 84% of its decreed rate [heuristic-partial]
- ROMERO DITCH (1600616) DWR↗ stopped 2025-07-14 (109+ days) — call at LEWELLING-MCCORMICK curtailing 100% of its decreed rate [heuristic-strong]
- GUILLEN DITCH (1600578) DWR↗ stopped 2025-07-05 (98+ days) — call at MODEL DITCH curtailing 100% of its decreed rate [heuristic-strong]
- ROCKY FLAT DITCH (1600614) DWR↗ stopped 2025-06-15 (57+ days) — call at LUCERO DITCH curtailing 100% of its decreed rate [heuristic-strong]
- DURAN DITCH (1600626) DWR↗ stopped 2025-06-12 (141+ days) — call at LUCERO DITCH curtailing 100% of its decreed rate [heuristic-strong]
- CALF PASTURE DITCH (1600575) DWR↗ stopped 2025-06-03 (16+ days) — call at PULASKI DITCH curtailing 84% of its decreed rate [heuristic-partial]
- LA VETA PIPELINE (1600585) DWR↗ stopped 2025-05-27 (157+ days) — call at MODEL DITCH curtailing 50% of its decreed rate [heuristic-partial]
- GOMEZ DITCH (1600577) DWR↗ stopped 2025-03-31 (214+ days) — call at SPANISH PEAKS 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 |
|---|---|---|---|
| HOLITA DITCH (1600579) DWR↗ | 1910-05-23 | 0.0% / 0.0% | 0.0% / 0.0% |
| LAKE MIRIAM DITCH (1600584) DWR↗ | 1868-05-03 | 2.3% / 0.0% | 0.0% / 0.0% |
| SOUTH ABEYTA HIGHLAND (1600870) DWR↗ | 1888-02-14 | 0.0% / 0.0% | 0.0% / 0.0% |
| GOMEZ DITCH (1600577) DWR↗ | 1868-06-08 | 0.9% / 0.0% | 0.0% / 0.0% |
| MARCHIORI DITCH (1600845) DWR↗ | 1907-12-31 | 0.0% / 0.0% | 0.0% / 0.0% |
| WALSENBURG PIPELINE (1600637) DWR↗ | 1863-05-30 | 65.7% / 16.4% | 0.0% / 0.0% |
| BUTTE DITCH (1600574) DWR↗ | 1871-05-01 | 0.0% / 0.0% | 0.0% / 0.0% |
| SPANISH PEAKS DITCH (1600622) DWR↗ | 1863-05-30 | 65.7% / 16.4% | 0.0% / 0.0% |
| FRANCISCO DAIGRE MILL (1600628) DWR↗ | 1863-05-30 | 65.7% / 16.4% | 61.2% / 4.7% |
| DURAN DITCH (1600626) DWR↗ | 1871-06-13 | 0.0% / 0.0% | 0.0% / 0.0% |
| MARTIN DITCH NO 1 (1600865) DWR↗ | 1886-04-01 | 0.0% / 0.0% | 0.0% / 0.0% |
| ROCKY FLAT DITCH (1600614) DWR↗ | 1871-05-01 | 0.0% / 0.0% | 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 ~1941 — idleness that begins before then may be unreported use, not nonuse (flagged † below).
- ANTONIO D VALDEZ DITCH (1600806) DWR↗ (1907-09-19, 4.0 cfs decreed): last active 1924 — 101 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1941) -- early absence of record is weak evidence of nonuse
- FIELDEN RESERVOIR (1603777) DWR↗ (1896-10-01, 0.0 cfs decreed): last active 1924 — 101 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1941) -- early absence of record is weak evidence of nonuse
- FROHLICH & PAUL DITCH (1600810) DWR↗ (1883-06-05, 2.0 cfs decreed): last active 1945 — 80 years idle
- PAPOOSE SPRING (1600873) DWR↗ (1934-04-30, 0.0 cfs decreed): last active 1945 — 80 years idle
- J B FARR DITCH (1600916) DWR↗ (1891-06-20, 0.4 cfs decreed): last active 1945 — 80 years idle
- GOEMMER DITCH (1600882) DWR↗ (1904-04-30, 1.0 cfs decreed): last active 1949 — 76 years idle
- ARNOLD DITCH NO 2 (1600928) DWR↗ (1873-06-01, 2.0 cfs decreed): last active 1949 — 76 years idle
- JOHN GRIBBLE DITCH (1600794) DWR↗ (1883-04-10, 1.6 cfs decreed): last active 1964 — 61 years idle
- SAMUEL J CAPPS DITCH (1600927) DWR↗ (1884-06-01, 0.5 cfs decreed): last active 1969 — 56 years idle
- BRESSAN SPRING DITCH (1600824) DWR↗ (1921-07-31, 1.2 cfs decreed): last active 1970 — 55 years idle
Compliance screens (91 advisory flags)
Screened 128 of 1045 structures with rights (147 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.
- LAKE MIRIAM DITCH (1600584) DWR↗: Observed p99 daily rate 50.0 cfs (max 104.0) exceeds total decreed absolute 23.1 cfs across 19054 recorded day(s).
- BUTTE DITCH (1600574) DWR↗: Observed p99 daily rate 15.9 cfs (max 43.6) exceeds total decreed absolute 8.0 cfs across 16039 recorded day(s).
- WALSENBURG DITCH (1600636) DWR↗: Observed p99 daily rate 15.0 cfs (max 29.8) exceeds total decreed absolute 5.6 cfs across 29225 recorded day(s).
- DURAN DITCH (1600626) DWR↗: Observed p99 daily rate 13.9 cfs (max 38.4) exceeds total decreed absolute 6.5 cfs across 22092 recorded day(s).
- KUHN RADCLIFF PIPELINE (1600869) DWR↗: Observed p99 daily rate 12.0 cfs (max 12.0) exceeds total decreed absolute 0.0 cfs across 202 recorded day(s).
- OSO DITCH (1600608) DWR↗: Observed p99 daily rate 10.0 cfs (max 10.0) exceeds total decreed absolute 2.0 cfs across 12842 recorded day(s).
- SPANISH PEAKS DITCH (1600622) DWR↗: Observed p99 daily rate 10.0 cfs (max 13.0) exceeds total decreed absolute 7.9 cfs across 34972 recorded day(s).
- FRANCISCO DAIGRE MILL (1600628) DWR↗: Observed p99 daily rate 8.5 cfs (max 15.3) exceeds total decreed absolute 7.0 cfs across 25889 recorded day(s).
- NORTH VETA CANON DITCH (1600896) DWR↗: Observed p99 daily rate 8.0 cfs (max 15.9) exceeds total decreed absolute 6.0 cfs across 14392 recorded day(s).
- MEXICAN DITCH (1600604) DWR↗: Observed p99 daily rate 7.2 cfs (max 14.2) exceeds total decreed absolute 4.9 cfs across 22346 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| HOLITA DITCH (1600579) DWR↗ | 1910-05-23 | 1 | 48.0 | 0 | — |
| LAKE MIRIAM DITCH (1600584) DWR↗ | 1868-05-03 | 9 | 23.1 | 0 | — |
| SOUTH ABEYTA HIGHLAND (1600870) DWR↗ | 1888-02-14 | 1 | 12.8 | 0 | — |
| GOMEZ DITCH (1600577) DWR↗ | 1868-06-08 | 2 | 10.2 | 0 | — |
| MARCHIORI DITCH (1600845) DWR↗ | 1907-12-31 | 1 | 10.0 | 0 | — |
| WALSENBURG PIPELINE (1600637) DWR↗ | 1863-05-30 | 8 | 9.4 | 0 | — |
| BUTTE DITCH (1600574) DWR↗ | 1871-05-01 | 4 | 8.0 | 0 | — |
| SPANISH PEAKS DITCH (1600622) DWR↗ | 1863-05-30 | 3 | 7.9 | 0 | — |
| FRANCISCO DAIGRE MILL (1600628) DWR↗ | 1863-05-30 | 3 | 7.0 | 0 | — |
| DURAN DITCH (1600626) DWR↗ | 1871-06-13 | 6 | 6.5 | 0 | — |
| MARTIN DITCH NO 1 (1600865) DWR↗ | 1886-04-01 | 3 | 6.4 | 0 | — |
| ROCKY FLAT DITCH (1600614) DWR↗ | 1871-05-01 | 5 | 6.2 | 0 | — |
| MENEGATTI FLOOD DITCH (1600647) DWR↗ | 1913-08-31 | 1 | 6.0 | 0 | — |
| NORTH VETA CANON DITCH (1600896) DWR↗ | 1873-03-01 | 1 | 6.0 | 0 | — |
| WALSENBURG DITCH (1600636) DWR↗ | 1866-04-30 | 1 | 5.6 | 0 | — |
Recent inventory & legal-document changes
- 2026-10-10 — call set: FORT LYON CANAL (39703)
- 2026-10-10 — call set: JOHN MARTIN RESERVOIR (39705)
- 2026-10-10 — call released: 39701
- 2026-10-10 — call released: 39694
- 2026-10-09 — call set: FORT LYON CANAL (39701)
- 2026-10-09 — call released: 39660
- 2026-10-09 — call released: 39675
- 2026-10-09 — call released: 39659
Water-court filings this month (division-wide)
3 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 (19 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 3 filings, with excerpts
| Case | What it asks | County | Excerpt |
|---|---|---|---|
2025CW3012
|
plan for augmentation, new underground right | — | CASE NO. 2025CW3012; TITAN AU, INC., 8480 E. Orchard Rd., Suite 4900, Greenwood Village, CO 80111 (Please address all pleadings and inquiries regarding this matter to Applicant’s attorney: John T. Howe, Hoskin, Farina & Kampf, P.C., 200 Grand Avenue, Suite 400… |
2026CW3037
1603718 |
— | — | CASE NO. 2026CW3037; MARIA LAKES GRAZING ASSOCIATION, LLC, c/o Donald E. Siecke, Manager, 7343 S. Alton Way, Ste. 100, Centennial, CO 80122 (Please address all pleadings and inquiries regarding this matter to Applicant’s attorneys: Karl D. Ohlsen, Beth Ann J. … |
2026CW3138
|
reasonable diligence | OF REASONABLE DILIGENCE IN PARK | CASE NUMBER 2026CW3138 MICHAEL STALL, 77 Sugar Creek Center Blvd., # 210, Sugar Land, TX, 77478. Philip E. Lopez, Eric K. Trout, Fairfield and Woods, P.C., 1801 California St, Suite 2600, Denver, CO, 80202. APPLICATION FOR A FINDING OF REASONABLE DILIGENCE IN … |
Active substitute water supply plans in this district
Temporary State Engineer approvals to divert out of priority (37-92-308 / 37-90-137). A structure operating under one behaves differently under a call than its decreed rights alone suggest — the priority tables above don't know about these; this list does. Source: DWR’s active-SWSP register, refreshed nightly.
| Plan | Type | Status | Expires | Structure | Documents |
|---|---|---|---|---|---|
| CITY OF WALSENBURG - NORTHLANDS AREA | 37-92-308(5) PLANS LESS THAN 5 YEARS | Approved | 2027-06-30 | 1607817 | plan file |
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 2026-10-12 · verify at USGS current conditions ↗
No USGS continuous water-quality sensor reports from inside this district. Statewide sensors →
Where water has been sampled
Source Register of another agency · fetched 2026-10-08 · verify at Water Quality Portal ↗
The portal lists 339 sampling stations in this district's watershed (Huerfano 11020006), of which 28 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 (18), Colorado River Watch (10). Most-sampled groups: Inorganics, Major, Metals, Nutrient, Physical, Biological, Counts. 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 0 of them for PFAS in 2023–25.
| System | Serves | EPA record | PFAS (UCMR 5) | Lead, latest 90th pct |
|---|---|---|---|---|
| WALSENBURG CITY OF | 3,230 | 1 open health-based | not sampled | 0.018 mg/L |
| LA VETA TOWN OF | 850 | 3 of 12 quarters with a violation | not sampled | 0.0 mg/L |
| CUCHARAS SANITATION AND WATER DISTRICT | 343 | 2 of 12 quarters with a violation | not sampled | 0.002 mg/L |
| NAVAJO WESTERN WD RESORTS | 341 | 2 of 12 quarters with a violation | not sampled | 0.002 mg/L |
| SPANISH PEAKS VILLAGE TRACT II WA | 138 | clean, last 12 quarters | not sampled | 0.0 mg/L |
| HUAJATOLLA VALLEY ESTATES INC | 132 | 8 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.
This week's diagnostic
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System status
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Active river calls
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Hydrographs vs. historical envelope
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Anomaly flags
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Snowpack — no snow on the ground at 1 SNOTEL site — normal for the date; the snow year begins in October and typically peaks around March 16. Runoff outlook — Cucharas R nr La Veta: even odds of at least 2 kAF over 06-01 to 09-30 — 26% 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 |
|---|---|---|---|---|---|
| Apishapa | 10000 | 0.0 | 0.0 | — | March 16 (7.6 in) |
Cucharas R nr La Veta — 06-01 to 09-30 volume, thousand acre-feet (chance the volume is AT LEAST this):
| 90% | 70% | 50% | 30% | 10% | Normal |
|---|---|---|---|---|---|
| 0 | 1 | 2 | 2 | 3 | 6 |
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: 4 parent disagreements, 9 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 20 streams, 16 agree. Know this water? Tell us →
| Stream | This site routes it to | DWR routes it to |
|---|---|---|
| South Abeyta Creek | the mainstem | Middle Creek |
| Indian Creek | the mainstem | Middle Creek |
| School Creek | the mainstem | Wahatoya Creek |
| Pictou Arroyo | the mainstem | Sandy Arroyo |
Sizable streams DWR maps here that this network does not carry:
Bear Creek (22 mi) · Walsen Arroyo (20 mi) · Sand Arroyo (9 mi) · Sandy Arroyo (7 mi) · Chaparral Creek (5 mi) · Cucharas Creek (5 mi) · Ritter Arroyo (4 mi) · Rilling Creek (4 mi)