Industrial stormwater facility
8 30I000211 · Notice of Intent · Cypress, Orange
Official
Hydrologic
Official facility coordinate plotted against the official 2026 impaired-water geometry.
303(d) context
Grouped by derived geographic association class.
Bay & Harbor · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (6) Copper, DDD (Dichlorodiphenyldichloroethane), DDT (Dichlorodiphenyltrichloroethane), Indicator Bacteria, Oxygen, Dissolved, PCBs (Polychlorinated biphenyls)
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (8) Aluminum, Chlorine, Copper, Dissolved, Indicator Bacteria, Iron, Malathion +2 more
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (7) Chlordane, Chlorine, Copper, Dioxin, Indicator Bacteria, Nickel +1 more
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (3) Indicator Bacteria, Oil and Grease, pH
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (2) Chlorine, Indicator Bacteria
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (5) Chlorine, Indicator Bacteria, pH, Total Dissolved Solids, Toxicity
Associations are calculated from official facility coordinates, USGS HUC12 boundaries, and official 2026 impaired-water geometry. They do not establish a discharge connection or causation.
Water Board-stated TMDL waste load allocations applied to this industrial permit in SMARTS.
No SMARTS TMDL requirement is recorded for this WDID. In the statewide TMDL export only permits in Regions 4, 8 and 9 currently carry industrial TMDL requirements, so an absence here is not a statement that the facility discharges to an unimpaired water.
Official monitoring
Self-reported industrial stormwater sampling results as submitted by the discharger to SMARTS.
Loading reported results…
| Sample date | Location | Parameter | Result | Units | Event |
|---|---|---|---|---|---|
| 2026-02-19 | Storm Drain Inlet Active | Aluminum | .16 | mg/L | Qualifying Storm Event |
| 2026-02-19 | Storm Drain Inlet Active | Aluminum | .16 | mg/L | Qualifying Storm Event |
| 2026-02-19 | Storm Drain Inlet Active | Copper | .00729 | mg/L | Qualifying Storm Event |
| 2026-02-19 | Storm Drain Inlet Active | Oil and Grease | 2.71 | mg/L | Qualifying Storm Event |
| 2026-02-19 | Storm Drain Inlet Active | pH | 5.2 | SU | Qualifying Storm Event |
| 2026-02-19 | Storm Drain Inlet Active | Total Suspended Solids (TSS) | 3.8 | mg/L | Qualifying Storm Event |
| 2026-02-19 | Storm Drain Inlet Active | Zinc | .0586 | mg/L | Qualifying Storm Event |
| 2025-10-14 | Storm Drain Inlet Active | Aluminum | .432 | mg/L | Qualifying Storm Event |
| 2025-10-14 | Storm Drain Inlet Active | Aluminum | .432 | mg/L | Qualifying Storm Event |
| 2025-10-14 | Storm Drain Inlet Active | Copper | .155 | mg/L | Qualifying Storm Event |
| 2025-10-14 | Storm Drain Inlet Active | Oil and Grease | 1.1 | mg/L | Qualifying Storm Event |
| 2025-10-14 | Storm Drain Inlet Active | pH | 5.6 | SU | Qualifying Storm Event |
| 2025-10-14 | Storm Drain Inlet Active | Total Suspended Solids (TSS) | 10.8 | mg/L | Qualifying Storm Event |
| 2025-10-14 | Storm Drain Inlet Active | Zinc | .204 | mg/L | Qualifying Storm Event |
| 2025-02-13 | Storm Drain Inlet Active | Aluminum | .329 | mg/L | Qualifying Storm Event |
| 2025-02-13 | Storm Drain Inlet Active | Aluminum | .329 | mg/L | Qualifying Storm Event |
| 2025-02-13 | Storm Drain Inlet Active | Copper | .0129 | mg/L | Qualifying Storm Event |
| 2025-02-13 | Storm Drain Inlet Active | Oil and Grease | .609 | mg/L | Qualifying Storm Event |
| 2025-02-13 | Storm Drain Inlet Active | pH | 5.6 | SU | Qualifying Storm Event |
| 2025-02-13 | Storm Drain Inlet Active | Total Suspended Solids (TSS) | 10.8 | mg/L | Qualifying Storm Event |
| 2025-02-13 | Storm Drain Inlet Active | Zinc | .135 | mg/L | Qualifying Storm Event |
| 2024-02-20 | Storm Drain Inlet Active | Aluminum | .314 | mg/L | Qualifying Storm Event |
| 2024-02-20 | Storm Drain Inlet Active | Aluminum | .314 | mg/L | Qualifying Storm Event |
| 2024-02-20 | Storm Drain Inlet Active | Copper | .0119 | mg/L | Qualifying Storm Event |
| 2024-02-20 | Storm Drain Inlet Active | Oil and Grease | ND —(non-detect / est.) | mg/L | Qualifying Storm Event |
Monitoring rows are official self-reported SMARTS submissions, joined to this facility by WDID. California Stormwater Intelligence does not restate, correct, average or evaluate reported values, and no benchmark comparison or violation determination is made.
YDOS-derived
Reported SMARTS analytical results compared against the Numeric Action Levels of the Industrial General Permit version in effect for each reporting year (July 1 – June 30).
| Parameter | NAL type | Calculated value | NAL | Result | Samples used | Method |
|---|---|---|---|---|---|---|
Aluminum, Total aluminum_total | Annual | 0.296 mg/L | 0.75 mg/L | At or below NALAnnual average of 2 eligible result(s) compared with the annual NAL.0.39× threshold | 2 eligible | arithmetic mean of all eligible effluent results in the July 1 - June 30 reporting year (censored results assigned zero only where MDL and ML were both reported) |
Copper, Total copper_total | Annual | 0.081 mg/L | 0.033 mg/L | Above NALAnnual average of 2 eligible result(s) compared with the annual NAL.2.44× threshold | 2 eligible | arithmetic mean of all eligible effluent results in the July 1 - June 30 reporting year (censored results assigned zero only where MDL and ML were both reported) |
Oil and Grease oil_grease | Instantaneous maximum | —0 samples above | 25 mg/L | At or below NALNo eligible result in this reporting year was outside the instantaneous maximum NAL. | 2 eligible | count of eligible effluent results outside the instantaneous maximum NAL within the July 1 - June 30 reporting year |
pH ph | Instantaneous maximum | —2 samples above | 6 – 9 pH units | Outside NAL range2 eligible results in this reporting year were outside the instantaneous maximum NAL. Two or more such results in one reporting year is the condition stated in the Order. | 2 eligible | count of eligible effluent results outside the instantaneous maximum NAL within the July 1 - June 30 reporting year |
Total Suspended Solids (TSS) tss | Instantaneous maximum | —0 samples above | 400 mg/L | At or below NALNo eligible result in this reporting year was outside the instantaneous maximum NAL. | 2 eligible | count of eligible effluent results outside the instantaneous maximum NAL within the July 1 - June 30 reporting year |
Zinc, Total zinc_total | Annual | 0.131 mg/L | 0.26 mg/L | At or below NALAnnual average of 2 eligible result(s) compared with the annual NAL.0.51× threshold | 2 eligible | arithmetic mean of all eligible effluent results in the July 1 - June 30 reporting year (censored results assigned zero only where MDL and ML were both reported) |
YDOS-derived overlap
Parameters where this facility has an NAL exceedance in at least one reporting year and the geographically associated waterbody carries a 303(d) listing for the same pollutant.
AluminumMonitoringAbove NAL303(d) impairmentCoyote Creek
2 reporting years above the annual NAL, most recently RY 2017 · 1 303(d) listing · association: derived watershed association (low confidence)
CopperMonitoringAbove NAL303(d) impairmentAlamitos Bay
3 reporting years above the annual NAL, most recently RY 2025 · 1 303(d) listing · association: derived watershed association (low confidence)
CopperMonitoringAbove NAL303(d) impairmentSan Gabriel River Estuary
3 reporting years above the annual NAL, most recently RY 2025 · 1 303(d) listing · association: derived watershed association (low confidence)
pHMonitoringAbove NAL303(d) impairmentCoyote Creek
1 reporting year above the instantaneous maximum NAL, most recently RY 2025 · 1 303(d) listing · association: derived watershed association (low confidence)
pHMonitoringAbove NAL303(d) impairmentSan Gabriel River Reach 1 (Estuary to Firestone)
1 reporting year above the instantaneous maximum NAL, most recently RY 2025 · 1 303(d) listing · association: derived watershed association (low confidence)
pHMonitoringAbove NAL303(d) impairmentSan Jose Creek Reach 1 (SG Confluence to Temple St.)
1 reporting year above the instantaneous maximum NAL, most recently RY 2025 · 1 303(d) listing · association: derived watershed association (low confidence)
Overlap is informational co-occurrence between a derived NAL comparison and an official 303(d) listing. It is not evidence that this facility caused or contributed to the impairment.
An NAL exceedance is a permit-defined condition that triggers Exceedance Response Actions under the Industrial General Permit. It is not a violation, an enforcement action, or a Water Board compliance determination. Annual values use the arithmetic average of eligible results with non-detects treated as zero; instantaneous maximum NALs (total suspended solids, oil and grease, pH) are exceeded when two or more eligible results in a reporting year fall outside the level. Rules transcribed from 2014-0057-DWQ as amended by 2015-0122-DWQ ↗ (effective 2015-07-01, superseded 2020-06-30); 2014-0057-DWQ as amended by 2018-0028-DWQ ↗ (effective 2020-07-01).
Provenance