Arkansas: Salida to Portland

Division 2 · Water District 12 · As of 2026-08-20 03:00 MDT

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Arkansas: Salida to Portland on the ground — the ditches, wells, reservoirs and gages of Water District 12 · 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 April 18. 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
Hayden Pass	10700	0.2	0.0	—	April 18 (16.3 in)

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: 7 parent disagreements, 20 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 35 streams, 28 agree. Know this water? Tell us →

Stream	This site routes it to	DWR routes it to
Currant Creek	the mainstem	Tallahassee Creek
West Fourmile Creek	the mainstem	Fourmile Creek
Cottonwood Creek	the mainstem	West Fourmile Creek
Slater Creek	the mainstem	West Fourmile Creek
Middle Tallahassee Creek	the mainstem	Tallahassee Creek
Cottonwood Creek	the mainstem	Currant Creek
Fourmile Creek	the mainstem	Hardscrabble Creek

Sizable streams DWR maps here that this network does not carry:

Grape Creek (59 mi) · Carrol Creek (16 mi) · Copper Gulch (16 mi) · Sixmile Creek (15 mi) · Coal Creek (13 mi) · Chandler Creek (13 mi) · Brush Hollow Creek (11 mi) · Bernard Creek (9 mi)

Reconstruct conditions as of

Evolution of the network

This year, in context

In the weeks around 2026-08-19 (the newest reading on file), flows at the 1 ranked gage are running at a median 100% of their own long-term norm for this window — 0 below a typical year, 1 at or above. Driest relative to its record: CANON CITY & OIL CREEK, ranking 1st lowest of 1 years.

How this comparison is made

Each gage's mean flow over the 3 days either side of 2026-08-19, 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 19:29 from 22 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.

Of the 22 gages with enough record, 0 are trending down and 1 up, and 1 carries a detected shift. The clearest is Fourmile Creek near Canon City, its annual mean flow changing +4.37 cfs per decade (+21.7% of its median annual flow) over 30 years (p=0.0204). The other 21 show no clear signal either way.

What drought has cost here

Since 1991, federal crop insurance has paid $3,076,450 in drought-caused claims across Fremont, Pueblo, Teller counties — 6.4% of all insured crop losses there. The worst year was 2012 ($356,114).

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.

Gage	Trend	Change / decade cfs · % of median annual flow	Significance	Years	Changepoint
▸ Fourmile Creek near Canon City FMCCANCO	↑ increasing	+4.37 cfs +21.7%	p=0.020	30	~1979

21 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. 15 gage(s) and 278 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1970. 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)
1880s	1	0
1890s	1	1
1900s	1	0
1910s	1	104
1920s	1	121
1930s	1	150
1940s	2	120
1950s	2	98
1960s	2	92
1970s	5	163
1980s	6	212
1990s	9	146
2000s	6	138
2010s	9	135
2020s	14	270

Mass-balance (network closure) trend

Structure divrec-history backfill coverage as of the last check: 4% of 5004 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 (1950–2026)

Mass-balance kinks computed for every summer month back to 1950 (1052 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.

BEAVER CREEK NEAR PORTLAND, CO.: reach shifted from -812 cfs to -1599 cfs summer mean (more losing, p=0.012, 18 yr) [sedimentary plains/foothills: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records] [2 alluvial wells within 2 mi of the gage; pooled water table +1.9 ft (1973–1994, no_trend)]
BADGER CREEK, LOWER STATION, NEAR HOWARD, CO.: reach shifted from +9 cfs to +8 cfs summer mean (more losing, p=0.034, 18 yr) [sedimentary plains/foothills: moderate groundwater connectivity -- gain/loss shifts can be real aquifer response; corroborate with nearby well records] [2 alluvial wells within 2 mi of the gage; pooled water table -3.2 ft (1980–1990, no_trend)]

Groundwater now has its own tab: 187 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.

Reservoirs now has its own tab: 28 reservoir(s), end-of-year storage back to 1950, click-to-chart histories.

Cross-gage pattern fingerprint

Over the 34-year window with full coverage (1993–2026), the dominant shared pattern across 3 gage(s) explains 82% of year-to-year variance (almost certainly a basin-wide climate/snowpack driver).

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

Structures most implicated by reconciliation (as of 2026-07-06)

Which structures' data absorbed the most correction when the current mass-balance snapshot was reconciled -- see the Historical tab for the full picture on any date.

1213404 (diversion): +1.7 cfs (3% of that reach's correction)
CC ROYAL GORGE INTAKE (diversion): +1.7 cfs (3% of that reach's correction)
ROYAL GORGE PUMP PLANT (diversion): +1.7 cfs (3% of that reach's correction)
1213326 (diversion): +1.7 cfs (3% of that reach's correction)
WEBSTER PARK SPRING NO 1 (return): +1.7 cfs (3% of that reach's correction)
VOLCANO SPRING (return): +1.7 cfs (3% of that reach's correction)
SODA SPRING NO 2 (return): +1.7 cfs (3% of that reach's correction)
ROYAL GORGE SPRING (return): +1.7 cfs (3% of that reach's correction)
SOUTH CANON DITCH (diversion): +1.7 cfs (3% of that reach's correction)
CANON CITY HYDRAULIC (diversion): +1.7 cfs (3% of that reach's correction)

Data provenance & quality

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

Check	State	What was measured
gage freshness	stale	newest gage reading is 11 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	4% of schematic structures have data

Independent check: PASS — 100.0000% agreement across 673,673 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 — 99.86% day-level agreement with USGS's own published records for the same gages, across 11 co-listed station(s) and 140,364 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.

22 gage(s) / 182,827 daily values (1888-10-01–2026-08-19); 484 structure(s) with diversion records; 1967 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.

1,346 water-level measurements across 187 monitored well(s) — 128 alluvial, 0 bedrock — plus 14 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 14 well(s) with enough record for a trend test: 3 declining, 3 rising.

Fastest-declining wells	Setting	ft / decade	Span	p
▸ NA04801011BAC	alluvial	-0.68	45 yr	0.0001
▸ NA04901019BDD	alluvial	-0.32	48 yr	0.0011
▸ NA04801231BBD	alluvial	-0.28	47 yr	0.0237

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.

BEAVER CREEK NEAR PORTLAND, CO.: 2 alluvial well(s) nearby; pooled water table +1.9 ft (1973–1994, no_trend, p=0.0501)

BADGER CREEK, LOWER STATION, NEAR HOWARD, CO.: 2 alluvial well(s) nearby; pooled water table -3.2 ft (1980–1990, no_trend, p=0.2758). Glover screen: 0.0 cfs of nearby metered alluvial pumping → est. lagged depletion 0.0–0.0 cfs (uncalibrated T/S ranges; flagged for SPDSS calibration, AWAS cross-check, and expert review — DWR's AWAS is the authority).

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.

28 reservoir(s) with 50,282 storage measurement(s), 1950–2026. Basin storage as of 2025-10-31 (the record's own end — reservoir records publish ~annually): 12,167 AF across 24 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)
▸ BRUSH HOLLOW RESERVOIR (1203779)	2,959	2025-10-31	—	—	dossier →
▸ ROSEMONT RESERVOIR (1203820)	2,541	2025-10-31	—	—	dossier →
▸ ROOSEVELT RESERVOIR (1203698)	2,523	1991-12-04	—	—	dossier →
▸ SKAGUAY RESERVIOR (1203511)	1,978	2025-10-31	—	—	dossier →
▸ PLEASANT VALLEY DITCH (1200500)	1,814	2011-10-31	—	—	dossier →
▸ MT PISGAH RESERVOIR (1203505)	1,568	2025-10-31	—	—	dossier →
▸ SADDLE MTN RESERVOIR 4 (1203515)	1,271	2007-05-26	—	—	dossier →
▸ BISON PARK RESERVOIR (1203913)	895	2025-10-31	—	—	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
Hayden Pass	10700	0.2	0.0	—	April 18 (16.3 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 (2008–2026)

A bad snow year here comes in two flavors (both called snow drought), and the river feels them differently. In 6 of the last 19 winters the snow never came — the pack peaked below 80% of its median. In 1 more, the snow came but left early — a near-normal peak melted out two weeks or more ahead of its usual date, sending the water down before the season needed it. This year was one of the dry ones: the pack peaked at 44% of median.

The snow never came: 2011, 2018, 2022, 2023, 2025, 2026. The snow left early: 2020.

Computed by this site from 1 SNOTEL site’ full daily records (NRCS AWDB, back to 2008). 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.

Decreed rights on this network run from 1860-05-01 to 2023-12-28. Of the 20 structures with a yield estimate, the median one’s senior right was in priority 70% of a median irrigation season and 13% in a dry one. 25 abandonment screens and 163 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: 2503 across 1967 structure(s); 337 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.

O'BRIEN DITCH (4 MILE) (1200528) DWR↗ stopped 2025-10-08 (22+ days) — call at CANON HEIGHTS DITCH curtailing 100% of its decreed rate [heuristic-strong]
PLEASANT VALLEY DITCH (1200500) DWR↗ stopped 2025-09-30 (31+ days) — call at MARTIN DITCH curtailing 100% of its decreed rate [heuristic-strong]
ROSEMONT RES PIPELINE (1200538) DWR↗ stopped 2025-08-26 (7+ days) — call at CHILILI DITCH curtailing 100% of its decreed rate [heuristic-partial]
TITSWORTH DITCH (1200531) DWR↗ stopped 2025-08-15 (8+ days) — call at HARDSCRABBLE DITCH curtailing 100% of its decreed rate [heuristic-strong]
WAFFORD DITCH (1200532) DWR↗ stopped 2025-07-10 (5+ days) — call at LEWELLING-MCCORMICK curtailing 100% of its decreed rate [heuristic-strong]
O'BRIEN DITCH (4 MILE) (1200528) DWR↗ stopped 2025-07-06 (59+ days) — call at LEWELLING-MCCORMICK curtailing 100% of its decreed rate [heuristic-strong]
ADAMS DITCH (4 MILE CRK) (1200527) DWR↗ stopped 2025-07-02 (63+ days) — call at TITSWORTH DITCH curtailing 100% of its decreed rate [heuristic-strong]
WATSON DITCH NO 1 (1200520) DWR↗ stopped 2025-06-23 (71+ days) — call at HOEHNE DITCH curtailing 100% of its decreed rate [heuristic-strong]
MARCOTT DITCH (1200522) DWR↗ stopped 2025-06-22 (71+ days) — call at HOEHNE DITCH curtailing 100% of its decreed rate [heuristic-strong]
HOLE IN THE GROUND DITCH (1200526) DWR↗ stopped 2025-06-22 (72+ days) — call at HOEHNE DITCH curtailing 100% of its decreed rate [heuristic-strong]
A L SMITH DITCH (1200556) DWR↗ stopped 2025-06-22 (60+ days) — call at HOEHNE DITCH curtailing 100% of its decreed rate [heuristic-strong]
GARDEN PARK DITCH (1200529) DWR↗ stopped 2025-06-17 (79+ days) — call at PULASKI 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
MINNEQUA CANAL (1200511) DWR↗	1861-07-22	96.7% / 44.4%	0.0% / 0.0%
BEAVER PARK DITCH (1200537) DWR↗	1861-04-15	97.7% / 50.9%	0.0% / 0.0%
CANON CITY HYDRAULIC (1200505) DWR↗	1863-12-30	70.1% / 15.4%	53.3% / 2.8%
COLO LIGHT & POWER P/L (1200506) DWR↗	1869-06-12	0.5% / 0.0%	0.0% / 0.0%
SOUTH CANON DITCH (1200504) DWR↗	1862-05-01	84.1% / 24.8%	0.0% / 0.0%
UNION DITCH (1200835) DWR↗	1861-11-30	96.7% / 44.4%	96.7% / 44.4%
CANON HEIGHTS DITCH (1200530) DWR↗	1861-04-01	97.7% / 58.9%	0.0% / 0.0%
DEWEESE DYE DITCH (1200672) DWR↗	1866-02-28	34.6% / 1.4%	0.0% / 0.0%
ARK VALLEY RW L & P P/L (1200962) DWR↗	1894-05-21	0.0% / 0.0%	0.0% / 0.0%
CANON CITY & OIL CREEK (1200509) DWR↗	1864-05-31	69.2% / 10.7%	9.3% / 0.0%
WILSON CREEK DITCH (1200777) DWR↗	1896-06-13	0.0% / 0.0%	0.0% / 0.0%
CC ROYAL GORGE INTAKE (1200928) DWR↗	1863-12-30	70.1% / 15.4%	53.3% / 2.8%

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 ~1970 — idleness that begins before then may be unreported use, not nonuse (flagged † below).

1200674 DWR↗ (1908-06-15, 1.5 cfs decreed): last active 1916 — 109 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
FIRST LEON DITCH (1200524) DWR↗ (1874-06-14, 1.2 cfs decreed): last active 1927 — 98 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
PAUL WALTON DITCH (1200837) DWR↗ (1911-04-01, 2.7 cfs decreed): last active 1939 — 86 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
HILLTOP DITCH (1201045) DWR↗ (1937-10-31, 4.1 cfs decreed): last active 1943 — 82 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
STATE DITCH NO 1 (1200559) DWR↗ (1930-06-01, 2.0 cfs decreed): last active 1958 — 67 years idle † predates modern reporting era — last recorded activity predates this basin's modern reporting era (~1970) -- early absence of record is weak evidence of nonuse
KENNEDY DITCH NO 1 (1200775) DWR↗ (1912-04-13, 4.0 cfs decreed): last active 1970 — 55 years idle
PHELPS DITCH (1200507) DWR↗ (1882-05-31, 2.0 cfs decreed): last active 1972 — 53 years idle
FIBERBOARD PROD WELL 1 (1205000) DWR↗ (1870-05-31, 0.3 cfs decreed): last active 1972 — 53 years idle
UETLEY DITCH (1200629) DWR↗ (1871-10-01, 0.5 cfs decreed): last active 1973 — 52 years idle
GRAVESTOCK DITCH (1200668) DWR↗ (1874-04-01, 1.0 cfs decreed): last active 1973 — 52 years idle

Compliance screens (163 advisory flags)

Screened 269 of 1967 structures with rights (313 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.

KITTRIDGE DITCH NO 1 (1200521) DWR↗: Observed p99 daily rate 763.0 cfs (max 763.0) exceeds total decreed absolute 4.3 cfs across 12702 recorded day(s).
ST JOHNS TUNNEL (1200539) DWR↗: Observed p99 daily rate 257.1 cfs (max 411.5) exceeds total decreed absolute 6.4 cfs across 30981 recorded day(s).
CANON CITY HYDRAULIC (1200505) DWR↗: Observed p99 daily rate 79.4 cfs (max 548.0) exceeds total decreed absolute 77.0 cfs across 66241 recorded day(s).
COLO LIGHT & POWER P/L (1200506) DWR↗: Observed p99 daily rate 64.0 cfs (max 168.0) exceeds total decreed absolute 54.4 cfs across 60365 recorded day(s).
BURROUGHS DITCH (1200651) DWR↗: Observed p99 daily rate 51.0 cfs (max 75.0) exceeds total decreed absolute 1.0 cfs across 18002 recorded day(s).
UNION DITCH (1200835) DWR↗: Observed p99 daily rate 48.0 cfs (max 78.0) exceeds total decreed absolute 46.8 cfs across 68902 recorded day(s).
CANON CITY & OIL CREEK (1200509) DWR↗: Observed p99 daily rate 31.3 cfs (max 807.1) exceeds total decreed absolute 24.7 cfs across 77633 recorded day(s).
DAVIS DITCH (1200656) DWR↗: Observed p99 daily rate 22.0 cfs (max 22.0) exceeds total decreed absolute 2.2 cfs across 15978 recorded day(s).
CANON CITY WATER WORKS (1200503) DWR↗: Observed p99 daily rate 21.5 cfs (max 39.2) exceeds total decreed absolute 4.7 cfs across 69395 recorded day(s).
FREMONT COUNTY DITCH (1200510) DWR↗: Observed p99 daily rate 20.1 cfs (max 62.5) exceeds total decreed absolute 17.0 cfs across 57735 recorded day(s).

Seniority (top structures by decreed rate)

Structure	Senior priority date	Rights	Decreed abs (cfs)	Conditional?
MINNEQUA CANAL (1200511) DWR↗	1861-07-22	8	227.3	—
BEAVER PARK DITCH (1200537) DWR↗	1861-04-15	38	161.1	—
CANON CITY HYDRAULIC (1200505) DWR↗	1863-12-30	2	77.0	—
COLO LIGHT & POWER P/L (1200506) DWR↗	1869-06-12	3	54.4	—
SOUTH CANON DITCH (1200504) DWR↗	1862-05-01	7	48.5	—
UNION DITCH (1200835) DWR↗	1861-11-30	1	46.8	—
CANON HEIGHTS DITCH (1200530) DWR↗	1861-04-01	28	33.0	—
DEWEESE DYE DITCH (1200672) DWR↗	1866-02-28	14	31.8	—
ARK VALLEY RW L & P P/L (1200962) DWR↗	1894-05-21	1	27.0	—
CANON CITY & OIL CREEK (1200509) DWR↗	1864-05-31	2	24.7	—
WILSON CREEK DITCH (1200777) DWR↗	1896-06-13	1	24.0	—
CC ROYAL GORGE INTAKE (1200928) DWR↗	1863-12-30	2	22.5	—
PERCIVAL DITCH (1200620) DWR↗	1871-06-01	3	20.7	—
IDEAL CEMENT PUMP PLANT (1200631) DWR↗	1861-05-01	11	20.7	—
GIEM DITCH NO 1 (1200693) DWR↗	1930-04-01	2	20.0	—

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
GRISENTI FARMS PIT	37-90-137(11) GRAVEL PIT PLAN	Approved	2026-12-31	1207856	plan file
CRIPPLE CREEK & VICTOR - GRASSY CREEK WELL FIELD	37-92-308(4) PLAN PENDING COURT APPLICATION	Approved	2027-06-30	1207040	plan file
MARTIN MARIETTA RED CANYON MINE	37-90-137(11) GRAVEL PIT PLAN	Approved	—	1207865	plan file
3 ROCKS RANCH TAILWATER POND	37-92-308(5) PLANS LESS THAN 5 YEARS	Pending	—	1207049	plan file
PARKDALE PROJECT GRAVEL PIT	37-90-137(11) GRAVEL PIT PLAN	Pending	—	1207022	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.

Stream	Gage	R-mile	Predicted (cfs)	Observed (cfs)	Δ (cfs)	Reach (mi)	Hypothesis
MAINSTEM	ARKANSAS RIVER AT PARKDALE, CO. (ARKPARCO)	67.7	0.2	262.6	+262.4	0.2	Unaccounted +262.4 cfs gain over 0.2 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow.
MAINSTEM	CANON CITY & OIL CREEK (1200509A)	76.5	182.0	24.0	-158.0	0.3	Unaccounted -158.0 cfs loss over 0.3 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration.
MAINSTEM	ARKANSAS RIVER AT CANON CITY (ARKCANCO)	76.2	262.6	182.0	-80.6	8.5	Unaccounted -80.6 cfs loss over 8.5 mi. No structure clearly responsible — possible ungaged diversion, channel seepage / phreatophyte loss, or evapotranspiration.
MAINSTEM	MINNEQUA CANAL (MINCANCO)	82.4	24.0	90.7	+66.7	5.9	Unaccounted +66.7 cfs gain over 5.9 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow.
MAINSTEM	ARKANSAS RIVER AT PORTLAND, CO. (ARKPORCO)	92.2	90.7	128.7	+38.0	9.9	Unaccounted +38.0 cfs gain over 9.9 mi. No structure clearly responsible — possible ungaged return flow, baseflow from groundwater, or unmodeled tributary inflow.

Gage ⇅	Station ⇅	Avg cfs Aug 10–Aug 16 ⇅	% Hist Median ⇅	Rank ⇅	Δ1wk ⇅	Δ4wk ⇅	Yrs ⇅	Status ⇅
1200509A	CANON CITY & OIL CREEK	24.0	100%	0	+4	+0	0.0	SHORT_RECORD
PISOUTCO	MT PISGAH OUTFLOW	0.6	7%	0	+0	-8	13.8	SHORT_RECORD
HRUAUGCO	HAYDEN RANCH UPPER AUG STATION	0.0	0%	0	+0	+0	5.9	SHORT_RECORD
HRLAUGCO	HAYDEN RANCH LOWER AUG STATION	0.0	0%	0	+0	+0	5.9	SHORT_RECORD
HRDIT2CO	HAYDEN DITCH NO 2	0.0	0%	0	+0	+0	5.9	SHORT_RECORD
1201151A	MIDDLE BEAVER CREEK FLUME	3.7	26%	0	-1	+0	1.9	SHORT_RECORD
BEACEMCO	BEAVER CR ABV UPPER BEAVER CEMETERY NR PENROSE, CO	10.7	34%	16	-1	+6	23.5	SHORT_RECORD
BVRWP3CO	BEAVER PARK WATER, L STREET WEIR	13.2	59%	30	-11	+8	10.1	SHORT_RECORD
SKGOUTCO	SKAGUAY RESERVOIR OUTFLOW	16.0	62%	34	-4	+9	5.9	SHORT_RECORD
BEAPENCO	BEAVER CREEK ABOVE HIGHWAY 115 NEAR PENROSE, CO	2.2	321%	54	+2	+2	26.6	SHORT_RECORD
MINCANCO	MINNEQUA CANAL	90.7	107%	72	+1	+13	19.7	SHORT_RECORD
ARKCANCO	ARKANSAS RIVER AT CANON CITY	182.0	26%	0	+23	+3	136.5	OK
FOUVICCO	FOURMILE CREEK BELOW CRIPPLE CREEK NEAR VICTOR, CO	0.2	1%	0	+0	-6	33.0	OK
ARKPORCO	ARKANSAS RIVER AT PORTLAND, CO.	128.7	17%	0	+38	+26	65.1	OK
ARKPARCO	ARKANSAS RIVER AT PARKDALE, CO.	262.6	32%	0	+39	+29	56.1	OK