Cucharas River

Division 2 · Water District 16 · As of 2026-08-22 03:16 MDT

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Cucharas River on the ground — the ditches, wells, reservoirs and gages of Water District 16 · clicktap anything for its record

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	0.1	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)

Reconstruct conditions as of

Evolution of the network

This year, in context

In the weeks around 2026-07-06 (the newest reading on file), flows at the 11 ranked gages are running at a median 0% of their own long-term norm for this window — 10 below a typical year, 1 at or above. Driest relative to its record: CUCHARAS RIVER AT HIGHWAY 10, ranking 1st lowest of 7 years.

How this comparison is made

Each gage's mean flow over the 3 days either side of 2026-07-06, compared with the same window in every year of its own record — so a gage is only ever measured against itself, and gages with no record in the window are counted out rather than guessed.

Gage flow trend & changepoints

What counts as a trend here

Computed 2026-08-30 19:35 from 14 gage(s) with cached period-of-record data. The series is each gage's annual mean flow in cfs (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 3 gage(s) explains 51% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).

All gages in this window move with the shared pattern -- no localized outlier.

Data provenance & quality

Where these numbers come from and how far they can be trusted. Grade C (3/6 points) — the components below are the finding; the letter alone is not. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (imported 2026-08-19) for history, plus the CDSS REST API for current conditions.

Check	State	What was measured
gage freshness	stale	newest gage reading is 55 day(s) old (target 7)
diversion record	expected-lag	newest diversion record is 304 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) / 97,721 daily values (1923-01-01–2026-07-06); 218 structure(s) with diversion records; 1044 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.

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.

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-water equivalent, WY2026

No snow on the ground — normal for the date; the snow year begins in October. The chart shows the full water year just ending.

SNOTEL site	Elev (ft)	SWE (in)	Median (in)	% of median	Typical peak
Apishapa	10000	0.1	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 drought), 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. This year was one of the dry ones: the pack peaked at 10% of median.

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 0 kAF so far this period (partial record: 36 of 92 days). 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 32 replayed seasons (25% typical miss unadjusted vs 38% 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	0*

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 75% of a normal season (a snow-to-runoff elasticity of 0.4). In warm, early-melt years the river delivered a median of 88% of a normal season, against 136% 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.

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: 1229 across 1044 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 call, calls set, seniority 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	3.3% / 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	1.4% / 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	71.0% / 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	71.0% / 16.4%	0.0% / 0.0%
FRANCISCO DAIGRE MILL (1600628) DWR↗	1863-05-30	71.0% / 16.4%	69.2% / 10.7%
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 1044 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)	Conditional?
HOLITA DITCH (1600579) DWR↗	1910-05-23	1	48.0	—
LAKE MIRIAM DITCH (1600584) DWR↗	1868-05-03	9	23.1	—
SOUTH ABEYTA HIGHLAND (1600870) DWR↗	1888-02-14	1	12.8	—
GOMEZ DITCH (1600577) DWR↗	1868-06-08	2	10.2	—
MARCHIORI DITCH (1600845) DWR↗	1907-12-31	1	10.0	—
WALSENBURG PIPELINE (1600637) DWR↗	1863-05-30	8	9.4	—
BUTTE DITCH (1600574) DWR↗	1871-05-01	4	8.0	—
SPANISH PEAKS DITCH (1600622) DWR↗	1863-05-30	3	7.9	—
FRANCISCO DAIGRE MILL (1600628) DWR↗	1863-05-30	3	7.0	—
DURAN DITCH (1600626) DWR↗	1871-06-13	6	6.5	—
MARTIN DITCH NO 1 (1600865) DWR↗	1886-04-01	3	6.4	—
ROCKY FLAT DITCH (1600614) DWR↗	1871-05-01	5	6.2	—
MENEGATTI FLOOD DITCH (1600647) DWR↗	1913-08-31	1	6.0	—
NORTH VETA CANON DITCH (1600896) DWR↗	1873-03-01	1	6.0	—
WALSENBURG DITCH (1600636) DWR↗	1866-04-30	1	5.6	—

No inventory or legal-document changes detected since the daily watch began.

Water-court filings this month (division-wide)

6 applications in the 2026-07 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 2026-09-30 (30 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 6 filings, with excerpts

Case	What it asks	County	Excerpt
`2026CW3032`	—	—	CASE NO. 2026CW3032; Previous Case Nos. 20CW3003, 13CW3008, 97CW83 – EMPIRE LODGE HOMEOWNER’S ASSOCIATION, INC. c/o Tim Ratterman, President, 585 Empire Valley Drive, Leadville, CO 80461 (Please address all pleadings and inquiries regarding this matter to Appl…
`2026CW3033` 1205090 1205091	reasonable diligence	—	CASE NO. 2026CW3033; Previous Case No. 2019CW3032 – SANGRE DE CRISTO RANCH, LLC c/o Stephanie Stolba, 44301 E Iliff Trail, Bennett, CO 80102 (Please address all pleadings and inquiries regarding this matter to Applicant’s attorney: Jennifer M. DiLalla, #40319,…
`2026CW3034`	—	HUERFANO	CASE NO. 2026CW 3034; (2017CW3075); CUCHARAS SANITATION & WATER DISTRICT, 16925 Highway 12, Cucharas, Colorado 81055 (“CSWD”); Huerfano County Water Conservancy District, c/o/ Administrator, P.O. Pox 442, La Veta, Colorado 81055 (“Huerfano”); Town of La Veta, …
`2026CW3035`	plan for augmentation	—	CASE NO. 2026CW3035; GUM FAMILY TRUST AND JACOB GUM, TRUSTEE AND INDIVIDUALLY, 8580 Forest Line Point, Colorado Springs, CO, 80908 (Please address all pleadings a nd inquiries regarding this matter to Applicant’s attorney s: Philip E. Lopez, Eric K. Trout, Fai…
`2026CW3036` 1406622 1406637 1406670	plan for augmentation	—	CASE NO. 2026CW3036; Previous Case No. 2017CW3009 – SILOAM WELL ASSOCIATION, 46 Glenroyal Dr., Pueblo, CO 81005 (Please address all pleadings and inquiries regarding this matter to Applicant’s attorney: Steven L. Jasnssen, Esq., 1937 Juniper St., Longmont, CO …
`2026CW7`	—	—	CASE NO. 2026CW7; COLORADO DIVISION OF PARKS AND WILDLIFE AND THE PARKS AND WILDLIFE COMMISSION (“CPW”), Attn: Pete Conovitz, Water Rights Program Administrator, 6060 Broadway, Denver, Colorado 80216 (Please address all pleadings and inquiries regarding this m…

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

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

Administration number

DWR administration numbers encode appropriation and adjudication dates; lower is more senior.

Gage ⇅	Station ⇅	Avg cfs Aug 10–Aug 16 ⇅	% Hist Median ⇅	Rank ⇅	Δ1wk ⇅	Δ4wk ⇅	Yrs ⇅	Status ⇅
CUCBCRCO	CUCHARAS RIVER BELOW CUCHARAS RESERVOIR	0.0	0%	0	-0	-0	26.2	SHORT_RECORD
CRHBLVCO	CUCHARAS RIVER AT HARRISON BRIDGE NEAR LA VETA, CO	0.0	0%	0	+0	+0	25.7	SHORT_RECORD
WWSCURCO	CITY OF WALSENBURG WATER SUPPLY DIVERSION AT CUCHARAS RIVER	0.0	0%	0	+0	+0	17.1	SHORT_RECORD
WCLOUTCO	CITY OF WALSENBURG CITY LAKE OUTFLOW	0.0	0%	0	-0	-0	14.4	SHORT_RECORD
WCOBMRCO	CITY OF WALSENBURG COLER OUTLET DITCH BELOW MARTIN RESERVOIR	0.0	0%	0	+0	-0	17.2	SHORT_RECORD
LVMPCRCO	LA VETA MUNICIPAL PIPELINE AT CUCHARAS RIVER, CO	0.1	16%	0	-0	-0	16.9	SHORT_RECORD
GOMDITCO	GOMEZ DITCH	0.0	0%	0	+0	+0	10.4	SHORT_RECORD
GOMRETCO	GOMEZ DITCH CITY RETURN FLOW	0.0	0%	0	+0	+0	10.4	SHORT_RECORD
MEXDITCO	MEXICAN DITCH	0.0	0%	0	+0	+0	10.3	SHORT_RECORD
LVRET1CO	LA VETA #1 RETURN FLOW	0.0	0%	0	+0	+0	10.3	SHORT_RECORD
CRHW10CO	CUCHARAS RIVER AT HIGHWAY 10	0.6	114%	51	+1	+1	8.3	SHORT_RECORD
CRBRLVCO	CUCHARAS RIVER AT BOYD RANCH NEAR LA VETA	2.5	18%	0	+1	+0	85.9	OK