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HARNESS MIAMI SEEPAGE D
Structure dossier · WDID 3900577 · 1 · HARVEY GAP · DWR record
Where this page's figures come from
Generated 2026-08-27 19:17 by Hydrohistorian. Sources: DWR HydroBase snapshot HydroBase_CO_20260707 (history) + CDSS REST (current), USGS NWIS cross-checks. Engine v0.5.0 (2deb1d7) — every figure regenerates from this named code version and data image.
Where it sits in line
Priority 1942-09-26 — 283rd most senior of the 1758 structures with decreed rights in this water districtDWR's administrative subdivision of a river basin; the unit calls are usually stated in..
Under prior appropriationColorado's rule for sharing water: first in time, first in right. Age decides, not proximity or need., everything ahead of it in this line is satisfied in full before it receives any water. Immediately ahead: WILLE PUMP STATION & PL (1942-09-25). Immediately behind: C E LEWIS DITCH (1942-09-27).
Decreed rights (1)
| Admin noDWR's numeric encoding of a water right's seniority. Smaller is more senior; the integer part counts days from 1849-12-31 to the date that ranks the right. | AppropriatedWhen water was first put to beneficial use. It sets seniority unless a prior adjudication date is later. | AdjudicatedWhen the water court confirmed the right. A use decreed in 1975 was not a decreed use in 1955, however old the appropriation is. | AbsoluteA right actually put to use, as opposed to conditional -- a placeholder for a use not yet made. | ConditionalA right reserving a place in line for a use not yet made; it must be diligently pursued or it lapses. | Units | UsesWhat the court said this water may be used for -- irrigation, municipal supply, augmentation and so on. | Case |
|---|---|---|---|---|---|---|---|
| 33978.33871 | 1942-09-26 | 1952-09-05 | 1.04 | 0.0 | C | IRR | 230 |
Recorded use (last 15 years on record)
In a median year this structure has a recorded diversion of 81 AF. Its most recent year on record, 2001, came in at 57 AF — 70% of that, and 3rd lowest of the 15 years with a recorded volume.
| Year | Diverted (AFA volume: one acre covered a foot deep, about 326,000 gallons -- roughly a suburban household's outdoor use for a year.) | Compared with its own record | Days recorded | Peak (cfs) |
|---|---|---|---|---|
| 1987 | 274 | 15th lowest of 15 · 338% of median | 176 | 0.9 |
| 1988 | 136 | 13th lowest of 15 · 168% of median | 139 | 0.8 |
| 1989 | 156 | 14th lowest of 15 · 193% of median | 190 | 0.9 |
| 1990 | 84 | 10th lowest of 15 · 104% of median | 207 | 0.3 |
| 1991 | 81 | 8th lowest of 15 · 100% of median | 135 | 0.6 |
| 1992 | 81 | 8th lowest of 15 · 100% of median | 147 | 0.8 |
| 1993 | 93 | 11th lowest of 15 · 115% of median | 182 | 0.4 |
| 1994 | 72 | 6th lowest of 15 · 89% of median | 120 | 0.4 |
| 1995 | 95 | 12th lowest of 15 · 117% of median | 162 | 0.4 |
| 1996 | 63 | 5th lowest of 15 · 78% of median | 108 | 0.5 |
| 1997 | 59 | 4th lowest of 15 · 73% of median | 93 | 0.4 |
| 1998 | 79 | 7th lowest of 15 · 98% of median | 112 | 0.4 |
| 1999 | 52 | 2nd lowest of 15 · 64% of median | 112 | 0.4 |
| 2000 | 30 | 1st lowest of 15 · 37% of median | 63 | 0.3 |
| 2001 | 57 | 3rd lowest of 15 · 70% of median | 87 | 0.4 |
Advisory reading aid on public data — not an administrative or legal conclusion, not a title opinion, and not a substitute for DWR administration or an engineer's analysis. Methodology review status is disclosed at hydrohistorian's basin pages.