Bootstrap review report — d6_wd58_upper_yampa_river
Generated 2026-08-15 16:07 UTC for Division 6 / Water District 58.
This is a review checklist, not a finished config. Everything below is a suggestion from live DWR data — confirm or correct each section in config.yaml before running this basin for real.
1. Stream-name patterns
Assumed mainstem pattern: YAMPA RIVER (highest-count waterSource value). Candidates below by structure count — decide which are real tributaries worth their own centerline vs. noise, and add them to longitudinal.tributary_stream_patterns in priority order (more-specific names, e.g. "WEST FORK X", must precede substrings of themselves, e.g. "X").
| waterSource | structure count |
|---|---|
| YAMPA RIVER (assumed mainstem) | 88 |
| ELK RIVER | 72 |
| BEAR RIVER | 26 |
| OAK CREEK | 24 |
| MORRISON CREEK | 20 |
| BEAVER CREEK | 19 |
| WATSON CREEK | 17 |
| SOUTH HUNT CREEK | 16 |
| CHIMNEY CREEK | 15 |
| SODA CREEK | 15 |
| MIDDLE HUNT CREEK | 15 |
| FISH CREEK | 14 |
| SMITH CREEK | 13 |
| WALTON CREEK | 12 |
| BRINKER CREEK | 12 |
| MILL CREEK | 11 |
| SPRING CREEK | 10 |
| LITTLE FISH CREEK | 10 |
| WHIPPLE CREEK | 10 |
| WHEELER CREEK | 10 |
| MCKINNIS CREEK | 9 |
| BIG CREEK | 9 |
| DEEP CREEK | 9 |
| PHILLIPS CREEK | 9 |
| COTTONWOOD GULCH | 9 |
| FRANZ CREEK | 8 |
| MILLER CREEK | 8 |
| SCOTT CREEK | 7 |
| MOORE PARK CREEK | 7 |
| SALT CREEK | 7 |
2. Diversion / return classification
Auto-classified from structureType + name patterns: 709 diversions, 8 returns, 106 unclassified (neither pattern matched — these render as neither on the schematic unless added to return_flow_wdids/force_diversion_wdids or a type is added to the diversion/return type lists).
This layer needs the least manual work — it's the same heuristic the engine uses at runtime. Spot-check a sample rather than reviewing every row; if you have a water-year accounting spreadsheet for this basin, cross-reference it against the 'other' bucket specifically (that's where a real augmentation return with an unusual DWR structureType will hide).
2b. Cross-checked against decreed water rights (CDSS)
32 structure(s) have a decreed water right (CDSS waterrights/netamount) that disagrees with the structureType/name-pattern classification above. Same-agency evidence (DWR/HydroBase), not independent of DWR the way the NLDI topology check is — worth a glance, not an automatic correction.
| wdid | structure | currently | decreed uses suggest | decreed uses |
|---|---|---|---|---|
| 5800954 | YAMPA WATER WORKS AP 2 | other | diversion | Domestic, Fire, Irrigation, Municipal |
| 5801583 | STAGECOACH HYDROELECTRIC | other | diversion | Power Generation |
| 5801971 | YAMPA WATER WORKS AP 1 | other | diversion | Domestic, Fire, Irrigation, Municipal |
| 5803015 | TIMBERS WTP WELL | other | diversion | Commercial, Domestic, Fire, Irrigation, Municipal, Recreation |
| 5803050 | ELK RIVER MIRACLE MILE POND | other | diversion | Evaporative, Fire, Fishery, Recreation, Stock, Wildlife |
| 5803074 | MOON HILL GALLERY WELL | other | diversion | Commercial, Domestic, Other |
| 5803632 | HOGUE RES | other | diversion | Commercial, Domestic, Fishery, Irrigation, Recreation |
| 5805006 | HOGUE WELL 2 | other | diversion | Commercial, Domestic, Irrigation |
| 5805010 | SLEEPY BEAR WELL 2 | other | diversion | Commercial, Industrial, Irrigation, Municipal, Recreation |
| 5805011 | STEAMBOAT II WELL 1 | other | diversion | Domestic, Fire, Irrigation, Municipal |
| 5805054 | STEAMBOAT PITS | other | diversion | Evaporative, Industrial, Recreation |
| 5805059 | MT WERNER YAMPA RIVER MUNICIPAL WELL H | other | diversion | Commercial, Domestic, Industrial, Irrigation, Municipal, Recreation |
| 5805065 | DAKOTA RIDGE WATER SUPPLY WELL | other | diversion | Domestic, Fire, Irrigation, Stock |
| 5805066 | NEW VIEW RANCH WELL 1 | other | diversion | Fire, Irrigation, Stock |
| 5805072 | STAGECOACH WELL #1 | other | diversion | Domestic, Municipal, Recreation |
| 5805073 | STAGECOACH WELL #2 | other | diversion | Commercial, Domestic, Municipal, Recreation |
| 5805076 | AGATE CREEK PRES. WELL 1 | other | diversion | Domestic, Fire, Irrigation |
| 5805077 | JOHNSON WELLS | other | diversion | Irrigation |
| 5805078 | STAGECOACH WELL #8 | other | diversion | Commercial, Domestic, Municipal, Recreation |
| 5805079 | RIVERBEND WELL 1 | other | diversion | Commercial |
| 5805081 | STAGECOACH WELL NO. 9 | other | diversion | Municipal |
| 5805082 | PRIEST CREEK WELL | other | diversion | Domestic, Fire, Irrigation, Stock |
| 5805083 | LAZY EH WELL 1 | other | diversion | Commercial, Industrial, Irrigation, Stock |
| 5805085 | CR WELL NO. 1 | other | diversion | Commercial, Domestic, Irrigation, Municipal |
| 5805086 | CR WELL NO. 2 | other | diversion | Commercial, Domestic, Irrigation, Municipal |
| 5805087 | CR WELL NO. 3 | other | diversion | Commercial, Domestic, Irrigation, Municipal |
| 5805088 | CR WELL NO. 4 | other | diversion | Commercial, Domestic, Irrigation, Municipal |
| 5805089 | CR WELL NO. 1A | other | diversion | Commercial, Domestic, Irrigation, Municipal |
| 5805090 | CABIN WELL | other | diversion | Commercial, Domestic, Fire, Industrial, Irrigation, Municipal, Stock |
| 5805091 | DEEP WELL | other | diversion | Commercial, Domestic, Fire, Industrial, Irrigation, Municipal, Stock, Storage |
| 5805092 | OLD SIEGRIST PIT DIVERSION | other | diversion | Domestic, Irrigation, Stock |
| 5805093 | SIDNEY PEAK RANCH INFILTRATION GALLERY | other | diversion | Commercial, Domestic, Fire, Irrigation, Recreation, Stock |
3. Suspected nested tributaries
40 flag(s) confirmed connected by USGS NLDI — real surveyed stream-network topology, not a distance guess (see VERIFICATION-PLAN.md). This confirms the two candidates' channels really do merge (ruling out a coincidental-proximity false flag) but NOT auto-applied to tributary_parent_overrides — NLDI's overlap test can't reliably tell which side is upstream once two streams have already merged near DWR's own recorded structures, only that they connect. Confirm the direction (which one is the tributary, which is the parent) from local knowledge or the evidence below, then set it yourself.
| pair | NLDI evidence |
|---|---|
| MILL CREEK <-> SOUTH HUNT CREEK | tributary's downstream NHD trace (comid 1356386) first overlaps SOUTH HUNT CREEK's own downstream trace at index 1 (next-nearest candidate: none) |
| WALTON CREEK <-> PRIEST CREEK | tributary's downstream NHD trace (comid 1357294) first overlaps PRIEST CREEK's own downstream trace at index 0 (next-nearest candidate: ('MAINSTEM', 3)) |
| SALT CREEK <-> ELK RIVER | tributary's downstream NHD trace (comid 1354132) first overlaps ELK RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 19)) |
| TRULL CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1354268) first overlaps MAINSTEM's own downstream trace at index 6 (next-nearest candidate: none) |
| SPRING CREEK <-> BEAVER CREEK | tributary's downstream NHD trace (comid 1353726) first overlaps BEAVER CREEK's own downstream trace at index 1 (next-nearest candidate: none) |
| CHIMNEY CREEK <-> DEEP CREEK | tributary's downstream NHD trace (comid 1352322) first overlaps DEEP CREEK's own downstream trace at index 0 (next-nearest candidate: ('MAINSTEM', 25)) |
| BEAVER CREEK <-> MORRISON CREEK | tributary's downstream NHD trace (comid 1357830) first overlaps MORRISON CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 5)) |
| MCKINNIS CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1357404) first overlaps MAINSTEM's own downstream trace at index 2 (next-nearest candidate: none) |
| BIG CREEK <-> ELK RIVER | tributary's downstream NHD trace (comid 1354134) first overlaps ELK RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 18)) |
| SOUTH HUNT CREEK <-> MIDDLE HUNT CREEK | tributary's downstream NHD trace (comid 1357864) first overlaps MIDDLE HUNT CREEK's own downstream trace at index 2 (next-nearest candidate: ('MAINSTEM', 7)) |
| SMITH CREEK <-> DEEP CREEK | tributary's downstream NHD trace (comid 1352286) first overlaps DEEP CREEK's own downstream trace at index 1 (next-nearest candidate: none) |
| SCOTT CREEK <-> MORRISON CREEK | tributary's downstream NHD trace (comid 1358278) first overlaps MORRISON CREEK's own downstream trace at index 2 (next-nearest candidate: ('MAINSTEM', 10)) |
| BRINKER CREEK <-> CHIMNEY CREEK | tributary's downstream NHD trace (comid 1358106) first overlaps CHIMNEY CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 5)) |
| MOORE PARK CREEK <-> BEAR RIVER | tributary's downstream NHD trace (comid 1358044) first overlaps BEAR RIVER's own downstream trace at index 0 (next-nearest candidate: ('MAINSTEM', 2)) |
| DEEP CREEK <-> MILL CREEK | tributary's downstream NHD trace (comid 1354076) first overlaps MILL CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 21)) |
| BULL CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1356306) first overlaps MAINSTEM's own downstream trace at index 12 (next-nearest candidate: none) |
| FLOYD CREEK <-> DUTCH CREEK | tributary's downstream NHD trace (comid 1353710) first overlaps DUTCH CREEK's own downstream trace at index 5 (next-nearest candidate: none) |
| DAY CREEK <-> SMITH CREEK | tributary's downstream NHD trace (comid 1352282) first overlaps SMITH CREEK's own downstream trace at index 4 (next-nearest candidate: ('MAINSTEM', 26)) |
| MIDDLE HUNT CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1357870) first overlaps MAINSTEM's own downstream trace at index 6 (next-nearest candidate: none) |
| COULTON CREEK <-> ELK RIVER | tributary's downstream NHD trace (comid 1354380) first overlaps ELK RIVER's own downstream trace at index 1 (next-nearest candidate: none) |
| PHILLIPS CREEK <-> CHIMNEY CREEK | tributary's downstream NHD trace (comid 1358036) first overlaps CHIMNEY CREEK's own downstream trace at index 0 (next-nearest candidate: ('MAINSTEM', 3)) |
| NORTH FORK ELK CREEK <-> BEAVER CREEK | tributary's downstream NHD trace (comid 1354360) first overlaps BEAVER CREEK's own downstream trace at index 11 (next-nearest candidate: none) |
| BUSHY CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1357820) first overlaps MAINSTEM's own downstream trace at index 3 (next-nearest candidate: none) |
| FRANZ CREEK <-> ELK RIVER | tributary's downstream NHD trace (comid 1353986) first overlaps ELK RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 27)) |
| RED CREEK <-> DUTCH CREEK | tributary's downstream NHD trace (comid 1353766) first overlaps DUTCH CREEK's own downstream trace at index 3 (next-nearest candidate: none) |
| RENFRO CREEK <-> MILLER CREEK | tributary's downstream NHD trace (comid 1352278) first overlaps MILLER CREEK's own downstream trace at index 3 (next-nearest candidate: ('MAINSTEM', 27)) |
| SAND CREEK <-> ELK RIVER | tributary's downstream NHD trace (comid 1353940) first overlaps ELK RIVER's own downstream trace at index 1 (next-nearest candidate: none) |
| GROUSE CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1357494) first overlaps MAINSTEM's own downstream trace at index 6 (next-nearest candidate: none) |
| NORTH HUNT CREEK <-> HUNT CREEK | tributary's downstream NHD trace (comid 1357760) first overlaps HUNT CREEK's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 3)) |
| HARRISON CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1358232) first overlaps MAINSTEM's own downstream trace at index 1 (next-nearest candidate: none) |
| MILLER CREEK <-> DEEP CREEK | tributary's downstream NHD trace (comid 1352320) first overlaps DEEP CREEK's own downstream trace at index 1 (next-nearest candidate: none) |
| JACK CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1357656) first overlaps MAINSTEM's own downstream trace at index 1 (next-nearest candidate: none) |
| LONG GULCH <-> DEEP CREEK | tributary's downstream NHD trace (comid 1354052) first overlaps DEEP CREEK's own downstream trace at index 3 (next-nearest candidate: ('MAINSTEM', 23)) |
| DUTCH CREEK <-> ELK RIVER | tributary's downstream NHD trace (comid 1353984) first overlaps ELK RIVER's own downstream trace at index 1 (next-nearest candidate: ('MAINSTEM', 28)) |
| REED CREEK <-> SPRING CREEK | tributary's downstream NHD trace (comid 1353848) first overlaps SPRING CREEK's own downstream trace at index 1 (next-nearest candidate: none) |
| MARTIN CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1357606) first overlaps MAINSTEM's own downstream trace at index 2 (next-nearest candidate: none) |
| BRATTON CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1354222) first overlaps MAINSTEM's own downstream trace at index 14 (next-nearest candidate: none) |
| MORRISON CREEK <-> MAINSTEM | tributary's downstream NHD trace (comid 1358260) first overlaps MAINSTEM's own downstream trace at index 1 (next-nearest candidate: none) |
| MAD CREEK <-> SPRING CREEK | tributary's downstream NHD trace (comid 1354054) first overlaps SPRING CREEK's own downstream trace at index 4 (next-nearest candidate: ('MAINSTEM', 19)) |
| TODD CREEK <-> CHIMNEY CREEK | tributary's downstream NHD trace (comid 1358072) first overlaps CHIMNEY CREEK's own downstream trace at index 2 (next-nearest candidate: ('MAINSTEM', 9)) |
Still need a human decision — these tributary pairs are comparably close to EACH OTHER as to the mainstem — one may actually join the other rather than the mainstem directly (like Leavenworth Creek -> South Clear Creek in the Clear Creek basin). NLDI couldn't resolve these (no nearby flowline, or ambiguous/no downstream overlap within range) — if you know the real topology, set it in longitudinal.tributary_parent_overrides.
| tributary | possible parent | dist to possible parent (mi) | dist to mainstem (mi) | NLDI result |
|---|---|---|---|---|
| BEAR RIVER | CHIMNEY CREEK | 0.32 | 1.42 | ambiguous -- tied earliest overlap at index 1: ['CHIMNEY CREEK', 'MAINSTEM'] |
| OAK CREEK | MIDDLE HUNT CREEK | 2.2 | 8.24 | tributary's downstream NHD trace didn't overlap any candidate parent's own downstream trace within 40km |
| MOODY CREEK | MOORE PARK CREEK | 0.55 | 6.39 | ambiguous -- tied earliest overlap at index 8: ['MOORE PARK CREEK', 'MAINSTEM'] |
| WATSON CREEK | CHIMNEY CREEK | 0.02 | 0.36 | ambiguous -- tied earliest overlap at index 2: ['CHIMNEY CREEK', 'MAINSTEM'] |
| GUNN CREEK | SPRING CREEK | 0.03 | 3.05 | ambiguous -- tied earliest overlap at index 3: ['SPRING CREEK', 'MAINSTEM'] |
| BUTCHERKNIFE CREEK | SPRING CREEK | 0.03 | 0.45 | ambiguous -- tied earliest overlap at index 0: ['SPRING CREEK', 'MAINSTEM'] |
| WHIPPLE CREEK | CHIMNEY CREEK | 0.06 | 0.09 | ambiguous -- tied earliest overlap at index 2: ['CHIMNEY CREEK', 'MAINSTEM'] |
| MEADOWBROOK CREEK | CHIMNEY CREEK | 0.04 | 0.09 | ambiguous -- tied earliest overlap at index 1: ['CHIMNEY CREEK', 'MAINSTEM'] |
| SPRING BROOK | CHIMNEY CREEK | 0.07 | 1.96 | ambiguous -- tied earliest overlap at index 2: ['CHIMNEY CREEK', 'MAINSTEM'] |
| LARSON CREEK | DUTCH CREEK | 0.17 | 21.51 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1357940/navigation/DM/flowlines?f=json&distance=40 |
| PRIEST CREEK | WALTON CREEK | 0.14 | 0.56 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1357298/navigation/DM/flowlines?f=json&distance=40 |
| COTTONWOOD GULCH | ELK RIVER | 0.33 | 13.55 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1353920/navigation/DM/flowlines?f=json&distance=40 |
| WHEELER CREEK | CHIMNEY CREEK | 0.07 | 1.22 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1357962/navigation/DM/flowlines?f=json&distance=40 |
| SLATE CREEK | BEAVER CREEK | 0.02 | 0.29 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/position?f=json&coords=POINT%28-106.880369+40.509104%29 |
| DOME CREEK | BEAR RIVER | 0.35 | 11.39 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/position?f=json&coords=POINT%28-107.049832+40.046477%29 |
| FARNSWORTH CREEK | ELK RIVER | 0.53 | 1.72 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1354274/navigation/DM/flowlines?f=json&distance=40 |
| DITCH CREEK | BEAVER CREEK | 0.01 | 8.01 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1354078/navigation/DM/flowlines?f=json&distance=40 |
| COW CREEK | MILL CREEK | 0.54 | 0.41 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1357228/navigation/DM/flowlines?f=json&distance=40 |
| WILLOW CREEK | DEEP CREEK | 0.43 | 19.78 | NLDI check failed: 429 Client Error: Too Many Requests for url: https://api.water.usgs.gov/nldi/linked-data/comid/1353736/navigation/DM/flowlines?f=json&distance=40 |
4. Gage placement risk
None — every gage with a resolvable position is within the placement cutoff.
53 more gage(s) pass but are within 2x the cutoff distance — worth a glance if the structure dataset changes later.
Next steps
- Fill in
tributary_stream_patternsfrom section 1. - Resolve section 3's flags (or confirm none apply).
- Resolve section 4's at-risk gages.
- Cross-reference
return_flow_wdids/force_diversion_wdidsagainst any local accounting source you have for this basin. - Review the rendered schematic for this district before relying on it.
Evolution of the network
Computed 2026-08-20 09:31 from 55 gage(s) with cached period-of-record data. Statistical tests (Mann-Kendall trend, Pettitt changepoint) require at least 8 years spanning at least 10 years of record -- gages below that report no signal, not "no change."
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 45 day(s) old (target 7) |
| diversion record | expected-lag | newest diversion record is 294 day(s) old (DWR publishes ~1 year in arrears) |
| structure coverage | sparse | 8% of schematic structures have data |
Independent check: PASS — 100.0000% agreement across 183,484 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 — 99.26% day-level agreement with USGS's own published records for the same gages, across 25 co-listed station(s) and 210,656 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.
55 gage(s) / 276,852 daily values (1904-10-01–2026-07-06); 1020 structure(s) with diversion records; 3097 with decreed rights. Methodology has not yet had independent expert review — treat every figure as an advisory screen, not an administrative or legal conclusion.
Read this first: the measurement network itself evolved
This basin was not always measured the way it is today — the API-era record is dense and recent, the early record sparse. 33 gage(s) and 465 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 | 2 | 1 |
| 1910s | 4 | 0 |
| 1920s | 2 | 0 |
| 1930s | 2 | 82 |
| 1940s | 3 | 259 |
| 1950s | 4 | 264 |
| 1960s | 6 | 295 |
| 1970s | 6 | 314 |
| 1980s | 12 | 357 |
| 1990s | 12 | 394 |
| 2000s | 11 | 439 |
| 2010s | 14 | 441 |
| 2020s | 15 | 429 |
Gage flow trend & changepoints
Every located gage with a period of record — dot size scales with the strength of its flow trend (|Sen slope| in %/decade, the same statistic as the table below), color with direction. An amber ring marks a detected Pettitt changepoint. Click a gage to chart its trend and shift.
| Gage | Trend | Change / decade | Significance | Years | Changepoint |
|---|---|---|---|---|---|
|
▸
YAMPA RIVER ABOVE ELKHEAD CREEK NEAR HAYDEN, CO YAMELKCO |
↓ decreasing | -30.4% | p=0.002 | 23 | ~2019 |
|
▸
YAMPA RIVER ABOVE STAGECOACH RESERVOIR, CO YAMSTACO |
↓ decreasing | -22.1% | p=0.005 | 38 | ~2016 |
|
▸
WALTON CREEK NEAR STEAMBOAT SPRINGS, CO. WLTNCKCO |
↓ decreasing | -14.9% | p=0.004 | 36 | ~2015 |
|
▸
YAMPA RIVER BELOW STAGECOACH RESERVOIR, CO YAMBSRCO |
↓ decreasing | -4.2% | p=0.027 | 63 | ~2000 |
|
▸
ELK RIVER AT CLARK, CO. ELKLARCO |
↓ decreasing | -3.9% | p=0.004 | 73 | ~1947 |
|
▸
ELK RIVER NEAR MILNER, CO. ELKMILCO |
↓ decreasing | -3.2% | p=0.005 | 57 | — |
|
▸
YAMPA RIVER AT STEAMBOAT SPRINGS, CO YAMSTECO |
↓ decreasing | -1.8% | p=0.033 | 119 | — |
48 other gage(s) show no significant trend or changepoint (not shown).
Mass-balance (network closure) trend
Structure divrec-history backfill coverage as of the last check: 8% of 857 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 (1408 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.
- LAKE CATAMOUNT SPILLWAY: reach shifted from -90 cfs to -200 cfs summer mean (more losing, p=0.037, 27 yr) [alluvial valley: real alluvial aquifer -- a decades-long shift toward losing is the classic signature of alluvial pumping and urbanization]
Groundwater now has its own tab: 92 monitored well(s), water-table trends, stream corridors, and the advisory depletion screen.
Reservoirs now has its own tab: 277 reservoir(s), end-of-year storage back to 1901, click-to-chart histories.
Cross-gage pattern fingerprint
Over the 42-year window with full coverage (1985–2026), the dominant shared pattern across 3 gage(s) explains 69% 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.
- HEART THERMAL SPRING RETURN FLOW (return): +57.5 cfs (100% of that reach's correction)
The basin's aquifer story, from 157 water-level measurements across 92 monitored well(s) (57 alluvial, 0 bedrock, rest unclassified) — plus 50 administered well(s) reporting metered pumping through diversion records. Observation wells and pumping wells are different populations and are never conflated. Click a well to chart its record.
Well map
Every monitored well with a location — hover for identity, click to chart its water-level record below. ● alluvial ● bedrock / confined (Denver Basin, High Plains, etc. — one-way, no human-timescale recharge) ● unclassified — marker size scales with the strength of the well's water-level trend (|Sen slope| in ft/decade — the same Mann-Kendall/Sen statistic as the trends table below); the smallest, faintest dots have too little record to test.
3D aquifer x-ray
Every aquifer unit as its own 3D head surface — alluvial water table on top, Denver Basin members (Dawson, Denver, Arapahoe, Laramie–Fox Hills) stacked beneath where measured — interpolated from measured water levels and animated through time. Units are never mixed; surfaces exist only inside each unit's well coverage (no extrapolation); thin epochs are suppressed with their reason shown. Vertical scale exaggerated for readability; z is head elevation in feet. Advisory — measured heads, not a calibrated model.
Water-table trends
Of 0 well(s) with enough record for a trend test: 0 declining, 0 rising.
Stream corridors — the surface connection
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.
LAKE CATAMOUNT SPILLWAY: 3 alluvial well(s) nearby. 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.
277 reservoir(s) with 21,062 storage measurement(s), 1901–2026. Basin storage as of 2025-10-31 (the record's own end — reservoir records publish ~annually): 72,013 AF across 129 reservoir(s). 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?
Each reservoir drawn as a vessel: bubble size ∝ its record-high storage, fill level = 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 of its own record high otherwise (a wrong capacity would be worse than an honest record high, so only confident joins upgrade). Hover for numbers, click to chart its history below the map. A dashed teal ring marks reservoirs reporting live DWR telemetry — their fill reflects yesterday's storage, drawn as a dotted tail on charts and treated as provisional until the next verified HydroBase snapshot supersedes it. ● <25% ● 25–60% ● 60–90% ● >90%
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 reservoir to chart its full storage history.
| Reservoir | Last recorded storage (AF) | As of |
|---|---|---|
| ▸ STAGECOACH RESERVOIR (5804213) | 28,490 | 2025-10-31 |
| ▸ STEAMBOAT LAKE (5803787) | 22,274 | 2025-10-31 |
| ▸ LAKE CATAMOUNT (5803631) | 6,276 | 2025-10-01 |
| ▸ LESTER CK RESERVOIR (5803521) | 5,656 | 2025-10-31 |
| ▸ YAMCOLO RESERVOIR (5804240) | 3,235 | 2025-10-31 |
| ▸ FISH CREEK RESERVOIR (5803508) | 2,329 | 2025-10-31 |
| ▸ HAHNS PEAK RES (5803512) | 865 | 2025-10-31 |
| ▸ STILLWATER NO. 1 RESERVOIR (5803540) | 863 | 2025-10-31 |
Decrees, seniority, and administrative calls connected to this basin's flow network. Advisory reading aids on public DWR data — not administrative or legal conclusions. Rights on file: 3942 across 3097 structure(s); 101 structure(s) carry 0 court-case references.
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).
- WILLIAM G HERSOM GUNN D (5800941) (1911-09-12, 0.3 cfs decreed): last active 1940 — 85 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
- BAER DITCH (5800517) (1902-05-02, 1.2 cfs decreed): last active 1948 — 77 years idle
- FOLDEN DITCH (5800646) (1922-10-30, 2.0 cfs decreed): last active 1951 — 74 years idle
- DEER CREEK DITCH (5800609) (1889-10-31, 1.7 cfs decreed): last active 1953 — 72 years idle
- STUKEY PIPELINE (5800891) (1903-05-12, 5.0 cfs decreed): last active 1954 — 71 years idle
- FETCHER SPRINGS (5800635) (1955-10-02, 0.1 cfs decreed): last active 1962 — 63 years idle
- STUKEY SODA CR D (5800889) (1903-05-12, 11.8 cfs decreed): last active 1962 — 63 years idle
- BASHOR DITCH 1 (5800525) (1902-06-30, 3.0 cfs decreed): last active 1964 — 61 years idle
- HOGUE SPRING 7 (5801267) (1977-05-30, 0.0 cfs decreed): last active 1965 — 60 years idle
- BUSTER SPG 3 (5801283) (1963-06-25, 0.0 cfs decreed): last active 1965 — 60 years idle
Compliance screens (448 advisory flags)
Screened 665 of 3097 structures with rights (868 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.
- STAGECOACH HYDROELECTRIC (5801583): Observed p99 daily rate 115.0 cfs (max 181.5) exceeds total decreed absolute 110.0 cfs across 27885 recorded day(s).
- STILLWATER DITCH (5804685): Observed p99 daily rate 51.7 cfs (max 67.9) exceeds total decreed absolute 30.8 cfs across 30035 recorded day(s).
- ELK VALLEY DITCH CO. D. (5800626): Observed p99 daily rate 47.0 cfs (max 51.6) exceeds total decreed absolute 21.2 cfs across 18495 recorded day(s).
- BIG MESA DITCH (5800539): Observed p99 daily rate 41.1 cfs (max 74.0) exceeds total decreed absolute 28.0 cfs across 21389 recorded day(s).
- MANDALL DITCH (5800763): Observed p99 daily rate 38.3 cfs (max 72.1) exceeds total decreed absolute 31.1 cfs across 29070 recorded day(s).
- WOOLERY DITCH (5800944): Observed p99 daily rate 37.4 cfs (max 39.1) exceeds total decreed absolute 37.4 cfs across 22430 recorded day(s).
- KELLER DITCH (5800714): Observed p99 daily rate 30.3 cfs (max 34.5) exceeds total decreed absolute 25.4 cfs across 33185 recorded day(s). Structure holds an Augmentation-use decree -- diversions above the direct-flow decree can be lawful under plan operations; interpret with care.
- STAFFORD DITCH (5800879): Observed p99 daily rate 28.3 cfs (max 31.8) exceeds total decreed absolute 21.1 cfs across 14421 recorded day(s).
- MORIN DITCH (5800783): Observed p99 daily rate 25.4 cfs (max 35.3) exceeds total decreed absolute 21.0 cfs across 25147 recorded day(s).
- BUCKINGHAM MANDALL DITCH (5800564): Observed p99 daily rate 25.0 cfs (max 31.2) exceeds total decreed absolute 22.7 cfs across 23117 recorded day(s).
Seniority (top structures by decreed rate)
| Structure | Senior priority date | Rights | Decreed abs (cfs) | Decreed abs (AF) | Conditional? |
|---|---|---|---|---|---|
| STEAMBOAT SPRINGS BOATING PARK (RICD) (5802591) | 2003-12-16 | 1 | 1400.0 | 0 | — |
| STAGECOACH HYDROELECTRIC (5801583) | 1982-10-13 | 1 | 110.0 | 0 | — |
| FOUR COUNTIES D3HG8 (5802813) | 1958-06-02 | 2 | 81.9 | 0 | yes |
| WALTON CREEK DITCH (5800920) | 1887-07-20 | 14 | 75.5 | 0 | yes |
| YAMPA RIVER MSF (5802164) | 2001-07-24 | 1 | 72.5 | 0 | — |
| ELK RIVER MSF-L (5801355) | 1977-09-23 | 1 | 65.0 | 0 | — |
| ELK RIVER MSF-U (5802219) | 1977-09-23 | 1 | 65.0 | 0 | — |
| SUTTLE DITCH (5800897) | 1888-10-29 | 5 | 52.1 | 0 | — |
| BAXTER DITCH (5800530) | 1888-10-29 | 4 | 49.6 | 0 | — |
| WESSELS CANAL (5802120) | 1954-07-05 | 2 | 45.7 | 0 | yes |
| SARVIS DITCH (5804684) | 1911-05-24 | 1 | 43.0 | 0 | — |
| WOOLERY DITCH (5800944) | 1885-06-14 | 2 | 37.4 | 0 | — |
| MANDALL DITCH (5800763) | 1885-10-20 | 5 | 31.1 | 0 | — |
| STILLWATER DITCH (5804685) | 1903-09-23 | 1 | 30.8 | 0 | — |
| ENTERPRISE DITCH (5800627) | 1887-10-08 | 6 | 29.0 | 0 | — |
No inventory or legal-document changes detected since the daily watch began.
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.