Laramie River on the ground — the ditches, wells, reservoirs and gages of Water District 48 · clicktap anything for its record
Snowpack — no snow on the ground at 2 SNOTEL sites — normal for the date; the snow year begins in October and typically peaks around May 5. 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 |
|---|---|---|---|---|---|
| Joe Wright | 10140 | 0.2 | 0.0 | — | May 5 (24.0 in) |
| Roach | 9710 | 0.0 | 0.0 | — | April 25 (17.5 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: 0 parent disagreements, 10 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 8 streams, 8 agree. Know this water? Tell us →
Sizable streams DWR maps here that this network does not carry:
Stuck Creek (12 mi) · Nunn Creek (11 mi) · Jimmy Creek (10 mi) · La Garde Creek (9 mi) · Stub Creek (7 mi) · Link Creek (6 mi) · Porter Creek (5 mi) · Drink Creek (4 mi)
Schematic
Historical
Evolution of the network
Trends
This year, in context
In the weeks around 2026-08-14 (the newest reading on file), flows at the 2 ranked gages are running at a median 52% of their own long-term norm for this window — 2 below a typical year, 0 at or above. Driest relative to its record: LARAMIE RIVER NEAR GLENDEVEY, CO., ranking 10th lowest of 104 years.
How this comparison is made
Each gage's mean flow over the 3 days either side of 2026-08-14, 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 19:14 from 6 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 6 gages with enough record, 1 is trending down and 0 up, and 2 carry a detected shift. The clearest is Laramie River near Glendevey, its annual mean flow changing -3.32 cfs per decade (-4.4% of its median annual flow) over 77 years (p=0.0276). The other 2 show no clear signal either way. 2 transbasin gages meter imported or exported water — marked ⇆ below and kept out of these counts, because that flow is an operator's decision, not the basin's hydrology (all transbasin diversions).
What drought has cost here
Since 1991, federal crop insurance has paid $194,432 in drought-caused claims across Larimer county — 0.8% of all insured crop losses there. The worst year was 2017 ($39,168).
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 |
|---|---|---|---|---|---|
|
▸
⇆
Laramie Poudre Tunnel @ 10 Ft Parshall Flume LAPTUNCO |
↓ decreasing | -1.20 cfs -5.1% | p<0.001 | 79 | ~1966 |
|
▸
⇆
Skyline Ditch at Chambers Lake SKYDCLCO |
↓ decreasing | -0.82 cfs | p=0.002 | 87 | ~1975 |
|
▸
Laramie River near Glendevey LARRIVCO |
↓ decreasing | -3.32 cfs -4.4% | p=0.028 | 77 | ~1929 |
|
▸
Joe Wright Creek above Joe Wright Reservoir JOECRECO |
no clear trend | +0.76 cfs +7.7% | p=0.080 | 44 | ~1990 |
2 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. 4 gage(s) and 52 structure(s) report in 2026, but structure reporting only reached half its modern level around ~1974. 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 | 1 | 0 |
| 1910s | 1 | 0 |
| 1920s | 2 | 0 |
| 1930s | 4 | 0 |
| 1940s | 4 | 0 |
| 1950s | 4 | 0 |
| 1960s | 4 | 0 |
| 1970s | 5 | 50 |
| 1980s | 4 | 47 |
| 1990s | 5 | 47 |
| 2000s | 5 | 51 |
| 2010s | 5 | 52 |
| 2020s | 5 | 52 |
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 25% of 107 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 (454 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.
No reach shows a statistically significant long-term gain/loss shift.
Cross-gage pattern fingerprint
Not enough gages with a long enough common-coverage window yet to fingerprint shared patterns.
Data provenance & quality
Where these numbers come from and how far they can be trusted. Grade D (2/6 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 16 day(s) old (target 7) |
| diversion record | stale | newest diversion record is 669 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 25% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 116,356 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 3 co-listed station(s) and 44,121 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.
6 gage(s) / 170,815 daily values (1904-07-01–2026-08-14); 61 structure(s) with diversion records; 143 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.
Snow and runoff
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 |
|---|---|---|---|---|---|
| Joe Wright | 10140 | 0.2 | 0.0 | — | May 5 (24.0 in) |
| Roach | 9710 | 0.0 | 0.0 | — | April 25 (17.5 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 (1980–2026)
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 4 of the last 47 winters the snow never came — the pack peaked below 80% of its median. In 2 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 49% of median.
The snow never came: 1981, 2002, 2012, 2026. The snow left early: 1987, 1989.
Computed by this site from 2 SNOTEL sites’ full daily records (NRCS AWDB, back to 1980). 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.
Legal
Decreed rights on this network run from 1880-06-01 to 2012-03-21. Of the 20 structures with a yield estimate, the median one’s senior right was in priority 23% of a median irrigation season and 0% in a dry one. 0 abandonment screens and 19 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: 159 across 143 structure(s); 0 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 1951–2025, administration on this district has been tightening: 2 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 (75 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 | 309 | 220 | 1873-06-30 |
| 2015 | 329 | 129 | 1870-06-01 |
| 2016 | 366 | 126 | 1875-06-30 |
| 2017 | 354 | 159 | 1881-02-01 |
| 2018 | 365 | 174 | 1876-05-10 |
| 2019 | 363 | 201 | 1881-02-01 |
| 2020 | 365 | 126 | 1869-04-01 |
| 2021 | 349 | 122 | 1867-04-15 |
| 2022 | 361 | 142 | 1867-04-15 |
| 2023 | 331 | 141 | 1869-04-01 |
| 2024 | 366 | 128 | 1881-02-01 |
| 2025 | 365 | 265 | 1881-02-01 |
Why diversions stopped — call-based explanations
Sustained diversion stops matched to senior administrative calls.
- LA GARDE DITCH (4800559) DWR↗ stopped 2024-07-25 (6+ days) — call at BIG T PLATTE R DITCH curtailing 100% of its decreed rate [heuristic-strong]
- MANSFIELD DITCH (4800518) DWR↗ stopped 2024-07-16 (7+ days) — call at BIG T PLATTE R DITCH curtailing 100% of its decreed rate [heuristic-strong]
- MANSFIELD DITCH 2 (4800519) DWR↗ stopped 2024-07-16 (7+ days) — call at BIG T PLATTE R DITCH curtailing 100% of its decreed rate [heuristic-strong]
- HOMESTEAD DITCH 2 (4800561) DWR↗ stopped 2024-06-20 (7+ days) — call at OSBORNE CAYWOOD DITCH curtailing 100% of its decreed rate [heuristic-strong]
- LA GARDE DITCH 1 (4800558) DWR↗ stopped 2024-06-10 (6+ days) — call at W R BLOWER DITCH 1 curtailing 100% of its decreed rate [heuristic-strong]
- TIMOTHY DITCH (4800507) DWR↗ stopped 2023-10-30 (196+ days) — call at COMMUNITY DITCH curtailing 100% of its decreed rate [heuristic-strong]
- MARTIN DITCH 2 (4800510) DWR↗ stopped 2023-09-10 (254+ days) — call at JONES DONNELLY DITCH curtailing 100% of its decreed rate [heuristic-strong]
- LINK DITCH 1 (4800505) DWR↗ stopped 2023-09-07 (7+ days) — call at JONES DONNELLY 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 |
|---|---|---|---|
| LARAMIE RIVER DITCH (4800577) DWR↗ | 1891-08-07 | 24.5% / 0.0% | 24.5% / 0.0% |
| LARAMIE RIVER TUNNEL SYS (4800576) DWR↗ | 1902-08-25 | 14.8% / 0.0% | 14.8% / 0.0% |
| SAND CREEK DITCH SYSTEM (4800572) DWR↗ | 1899-06-15 | 17.8% / 0.0% | 17.8% / 0.0% |
| RAWAH LOWER SUPPLY DITCH (4800500) DWR↗ | 1902-08-25 | 14.8% / 0.0% | 14.8% / 0.0% |
| RAWAH DITCH LAR R SYS (4800582) DWR↗ | 1902-08-25 | 14.8% / 0.0% | 14.8% / 0.0% |
| BOB CREEK DITCH DIVR (4800573) DWR↗ | 1897-09-24 | 10.9% / 0.0% | 10.9% / 0.0% |
| MCINTYRE DITCH LAR R SYS (4800581) DWR↗ | 1902-08-25 | 14.8% / 0.0% | 14.8% / 0.0% |
| TIMOTHY DITCH (4800507) DWR↗ | 1904-07-05 | 14.8% / 0.0% | 14.8% / 0.0% |
| YELTON DITCH (4800514) DWR↗ | 1882-07-01 | 46.8% / 12.1% | 46.8% / 12.1% |
| JIMMY CREEK DITCH (4800553) DWR↗ | 1884-06-01 | 46.8% / 8.4% | 14.8% / 0.0% |
| MANSFIELD DITCH 3 (4800580) DWR↗ | 1904-09-01 | 14.8% / 0.0% | 14.8% / 0.0% |
| LONE TREE DITCH (4800535) DWR↗ | 1894-10-24 | 22.2% / 0.0% | 22.2% / 0.0% |
Compliance screens (19 advisory flags)
Screened 56 of 143 structures with rights (57 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.
- HILLS DITCH (4800512) DWR↗: Observed p99 daily rate 29.2 cfs (max 31.8) exceeds total decreed absolute 11.0 cfs across 3766 recorded day(s).
- WRIGHT DITCH 2 (4800508) DWR↗: Observed p99 daily rate 24.6 cfs (max 29.1) exceeds total decreed absolute 15.0 cfs across 6420 recorded day(s).
- PARKER DITCH (4800506) DWR↗: Observed p99 daily rate 23.7 cfs (max 37.2) exceeds total decreed absolute 14.1 cfs across 5392 recorded day(s).
- HANCE DITCH (4800566) DWR↗: Observed p99 daily rate 23.0 cfs (max 23.4) exceeds total decreed absolute 19.4 cfs across 1914 recorded day(s).
- GRACE CREEK DITCH (4800565) DWR↗: Observed p99 daily rate 20.3 cfs (max 22.6) exceeds total decreed absolute 19.4 cfs across 9720 recorded day(s).
- MANSFIELD DITCH (4800518) DWR↗: Observed p99 daily rate 20.1 cfs (max 35.5) exceeds total decreed absolute 15.6 cfs across 6594 recorded day(s).
- LAMB DITCH (4800542) DWR↗: Observed p99 daily rate 19.9 cfs (max 24.3) exceeds total decreed absolute 18.9 cfs across 8412 recorded day(s).
- MARTIN DITCH 1 (4800509) DWR↗: Observed p99 daily rate 19.1 cfs (max 44.2) exceeds total decreed absolute 15.5 cfs across 6134 recorded day(s).
- LA GARDE DITCH 1 (4800558) DWR↗: Observed p99 daily rate 17.5 cfs (max 22.9) exceeds total decreed absolute 15.4 cfs across 4160 recorded day(s).
- UPPER HILLS DITCH (4800511) DWR↗: Observed p99 daily rate 17.4 cfs (max 23.8) exceeds total decreed absolute 10.0 cfs across 4788 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| LARAMIE RIVER TUNNEL SYS (4800576) DWR↗ | 1902-08-25 | 1 | 300.0 | 0 | — |
| LARAMIE RIVER DITCH (4800577) DWR↗ | 1891-08-07 | 1 | 300.0 | 0 | — |
| SAND CREEK DITCH SYSTEM (4800572) DWR↗ | 1899-06-15 | 1 | 288.0 | 0 | — |
| RAWAH LOWER SUPPLY DITCH (4800500) DWR↗ | 1902-08-25 | 1 | 275.0 | 0 | — |
| RAWAH DITCH LAR R SYS (4800582) DWR↗ | 1902-08-25 | 1 | 225.0 | 0 | — |
| BOB CREEK DITCH DIVR (4800573) DWR↗ | 1897-09-24 | 1 | 60.0 | 0 | — |
| MCINTYRE DITCH LAR R SYS (4800581) DWR↗ | 1902-08-25 | 1 | 40.0 | 0 | — |
| TIMOTHY DITCH (4800507) DWR↗ | 1904-07-05 | 1 | 34.4 | 0 | — |
| YELTON DITCH (4800514) DWR↗ | 1882-07-01 | 1 | 30.1 | 0 | — |
| JIMMY CREEK DITCH (4800553) DWR↗ | 1884-06-01 | 3 | 29.9 | 0 | — |
| MANSFIELD DITCH 3 (4800580) DWR↗ | 1904-09-01 | 1 | 29.4 | 0 | — |
| LONE TREE DITCH (4800535) DWR↗ | 1894-10-24 | 1 | 25.0 | 0 | — |
| MANSFIELD DITCH 2 (4800519) DWR↗ | 1880-06-01 | 2 | 21.7 | 0 | — |
| MARTIN DITCH 2 (4800510) DWR↗ | 1887-04-30 | 2 | 20.5 | 0 | — |
| DAVY DITCH (4800531) DWR↗ | 1900-09-15 | 1 | 20.0 | 0 | — |
No inventory or legal-document changes detected since the daily watch began.
Water-court filings this month (division-wide)
16 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 16 filings, with excerpts
| Case | What it asks | County | Excerpt |
|---|---|---|---|
2026CW3054
|
new underground right | — | CASE NUMBER 2026CW3054 BRIAN ROBERT WEISSEG LIVING TRUST DATED MAY 15, 2011, AMANDA VINTON WEISSEG LIVING TRUST DATED DECEMBER 10, 2014 , c/o Brian Robert Weisseg and Amanda Vinton Weisseg, c/o John P. Justus, CURTIS, JUSTUS, & ZAHEDI, LLC, 1333 W. 120th Ave.,… |
2026CW3062
|
— | — | CASE NUMBER 2026CW3062 PRI #2, LLC (“Applicant”), 2138 Flying Horse Club Drive, Colorado Springs, Colorado 80921. Please forward all correspondence or inquiries regarding this matter to Attorneys for Applicant: Alan G. Hill; Ashley Pollock Zahedi; Nicoli R. Bo… |
2026CW3106
|
— | — | CASE NUMBER 2026CW3106 STANLEY E. KELLOGG, PO Box 1935 Grand Lake, CO 80447. Direct all pleadings and correspondence to Chris D. Cummins and Sedona E. Chavez, Monson, Cummins, Shohet & Farr, LLC, 13511 Northgate Estates Dr., Ste. 250, Colorado Springs, CO 8092… |
2026CW3107
|
— | — | CASE NUMBER 2026CW3107 Colorado Division of Parks and Wildlife - Order for Change of Venue to WD2.… |
2026CW3108
0107223 0107980 0107981 |
reasonable diligence, make absolute | — | CASE NUMBER 2026CW3108 WEITZEL LAND LLC , 28271 Road L, Brush, Colorado 80723, Lawrence Custer Grasmick Jones & Donovan LLP Attorneys for Applicant, Weitzel Land LLC Ryan M. Donovan, #44435 Regan M. O’Donnell, #62937 APPLICATION TO MAKE CONDITIONAL WATER RIGHT… |
2026CW3109
|
change of water right | — | CASE NUMBER 2026CW3109 ROBERT AND ALLISON JOHNSON, 1100 Shoreline Dr, Windsor, CO 80550, 970-581-2994. Please send all further pleadings to: Daniel K. Brown, Esq. and Whitney Phillips, Esq. Fischer, Brown, Bartlett, Larsen & Irby, P.C., 1319 E. Prospect Road, … |
2026CW3110
|
reasonable diligence | — | CASE NUMBER 20 26CW3110 (Case No. 19CW3038, 09CW279) THE CITY OF AURORA , COLORADO, a municipal corporation of the Counties of Adams, Arapahoe and Douglas acting by and through its Utility Enterprise (“Aurora" or "Applicant"). APPLICATION FOR A FINDING OF REAS… |
2026CW3111
|
— | IN WELD | CASE NUMBER 2026CW3111 CONCERNING THE APPLICATION FOR WATER RIGHTS OF THE COLORADO DIVISION OF PARKS AND WILDLIFE AND THE PARKS AND WILDLIFE COMMISSION, IN WELD COUNTY ; Colorado Division of Parks and Wildlife and the Parks and Wildlife Commission (“CPW”), 606… |
2026CW3112
0904297 |
reasonable diligence | ASONABLE DILIGENCE IN JEFFERSON | CASE NUMBER 2026CW3112 (2019CW3233, 2013CW3067, 2002CW138) APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN JEFFERSON COUNTY. RED ROCKS COUNTRY CLUB c/o Richard J. Mehren, Cameron J. Abatti, Moses, Wittemyer, Harrison and Woodruff, P.C., 2595 Canyon Boulevar… |
2026CW3113
|
change of water right | ATE POINT OF DIVERSION IN WELD | CASE NUMBER 20 26CW3113 APPLICATION FOR CHANGE OF WATER RIGHT TO ADD ALTERNATE POINT OF DIVERSION IN WELD COUNTY. 1. Name and Address of Applicant . GWIP, LLC, 252 Clayton Street, Fourth Floor, Denver, Colorado 80206. Copies of all pleadings and other correspo… |
2026CW3114
|
reasonable diligence | THE | CASE NUMBER 2026CW3114 CONCERNING THE APPLICATION FOR WATER RIGHTS OF THE COUNTY OF BOULDER (SUCCESSOR TO CEMEX, INC.) APPLICATION FOR FINDING OF REASONABLE DILIGENCE IN BOULDER COUNTY . Attorneys for applicant: Andrea L. Benson, Esq., Reg. No. 33176, Gilbert … |
2026CW3115
|
plan for augmentation, new underground right | — | CASE NUMBER 2026CW3115 DORADO AND RAMIRO ROSALES , 14551 Imboden Rd, Hudson, CO 80642. James J Petrock, John D Buchanan, Hayes Poznanovic Korver LLC, 700 17 th Street, Suite 1800, Denver, CO 80202. APPLICATION FOR UNDERGROUND WATER RIGHTS FROM NONTRIBUTARY AND… |
2026CW3116
|
new underground right | — | CASE NUMBER 2026CW3116 ROBERT D HOFFMANN AND AMY LEE HOFFMANN , 4962 N State Highway 67, Sedalia, CO, 80135. Philip E. Lopez, Eric K. Trout, Fairfield and Woods, P.C., 1801 California Street, Suite 2600, Denver, CO, 80202. APPLICATION FOR UNDERGROUND WATER RIG… |
2026CW3117
|
reasonable diligence | — | CASE NUMBER 20 26CW3117 LOWER POUDRE AUGMENTATION COMPANY, THE NEW CACHE LA POUDRE IRRIGATING COMPANY, AND THE CACHE LA POUDRE RESERVOIR COMPANY, 33040 Railroad Avenue, P.O. Box 104. Lucerne, CO 80646, (970) 352-0222. Please send all further pleadings to: Bren… |
2026CW3118
|
— | DOUGLAS | CASE NUMBER 2026CW3118 ROBERT H BASTIAANS AND JANICE A YUVAN, 10440 Meadow Run, Parker, CO, 80134. Philip E. Lopez, Eric K. Trout, Fairfield and Woods, P.C., 1801 California Street, Suite 2600, Denver, CO, 80202. APPLICATION FOR AMENDMENT OF A PRIOR DECREE IN … |
2026CW8
|
new storage right | RIGHT IN CLEAR CREEK | CASE NUMBER 2026CW8 JONELLE AND JOHN PAUL HADDAD, P.O. Box 139, Dumont, CO 80436. 720 -951-1183. APPLICATION FOR ABSOLUTE/CONDITIONAL WATER STORAGE RIGHT IN CLEAR CREEK COUNTY. Date of original decree: 07-30-20 in case 20CW7, WD1. Haddad Pond fka Duke Pond loc… |
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.
| Gage ⇅ | Station ⇅ | Avg cfs Aug 17–Aug 23 ⇅ |
% Hist Median ⇅ | Rank ⇅ | Δ1wk ⇅ | Δ4wk ⇅ | Yrs ⇅ | Status ⇅ |
|---|---|---|---|---|---|---|---|---|
| CAPDCPCO | CAMERON PASS DITCH NEAR CAMERON PASS | 0.0 | 0% | 0 | +0 | +0 | 0.0 | NO_DATA |
| LARRIVCO | LARAMIE RIVER NEAR GLENDEVEY, CO. | 15.6 | 41% | 0 | -2 | -23 | 120.3 | OK |
| LAPTUNCO | LARAMIE POUDRE TUNNEL @ 10 FT PARSHALL FLUME | 11.9 | 70% | 42 | -4 | -10 | 96.5 | OK |
Call details in gantt above
2 alert(s) · 1 warning(s) · 3 info. Each gage contributes at most one flag per category (its single most-severe match), so this list shouldn't multiply-count the same underlying condition.