Industrial stormwater facility
5S39I000659 · Notice of Intent · Stockton, San Joaquin
Official
Hydrologic
Official facility coordinate plotted against the official 2026 impaired-water geometry.
303(d) context
Grouped by derived geographic association class.
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (1) Indicator Bacteria
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (7) Bifenthrin, Chlorpyrifos, Cyhalothrin, Lambda, Oxygen, Dissolved, pH, Pyrethroids +1 more
River & Stream · Integrated Report category 5 · TMDL required
Listed pollutants / stressors (2) Indicator Bacteria, Organic Enrichment/Low Dissolved Oxygen
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 |
|---|---|---|---|---|---|
| 2024-03-12 | Storm Drain #1 | BOD, Biochemical oxygen demand | 71.3 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | Chemical oxygen demand (COD) | 140 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | Escherichia coli (E. coli) | 520 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | Enterococcus | 11460 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | Oil and Grease | 4.89 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | pH | 7.96 | SU | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | Total Coliform | 120330 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | Total Organic Carbon (TOC) | 25.2 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #1 | Total Suspended Solids (TSS) | 21.5 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | BOD, Biochemical oxygen demand | 33.5 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | Chemical oxygen demand (COD) | 143 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | Escherichia coli (E. coli) | 1580 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | Enterococcus | 183 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | Oil and Grease | ND —(non-detect / est.) | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | pH | 7.81 | SU | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | Total Coliform | 198630 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | Total Organic Carbon (TOC) | 35.5 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #2 | Total Suspended Solids (TSS) | 32.2 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #3 | BOD, Biochemical oxygen demand | 6.6 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #3 | Chemical oxygen demand (COD) | 65.5 | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #3 | Escherichia coli (E. coli) | 410 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #3 | Enterococcus | 1500 | MPN/100 mL | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #3 | Oil and Grease | ND —(non-detect / est.) | mg/L | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #3 | pH | 7.66 | SU | Qualifying Storm Event |
| 2024-03-12 | Storm Drain #3 | Total Coliform | 32550 | MPN/100 mL | 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 |
|---|---|---|---|---|---|---|
Biochemical Oxygen Demand (BOD) (5-day @ 20 Deg. C) bod | Annual | 32.35 mg/L | 30 mg/L | Above NALAnnual average of 8 eligible result(s) compared with the annual NAL.1.08× threshold | 8 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) |
Chemical Oxygen Demand (COD) cod | Annual | 132.225 mg/L | 120 mg/L | Above NALAnnual average of 8 eligible result(s) compared with the annual NAL.1.1× threshold | 8 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. | 8 eligible4 non-detect as zero | count of eligible effluent results outside the instantaneous maximum NAL within the July 1 - June 30 reporting year |
pH ph | Instantaneous maximum | —1 sample above | 6 – 9 pH units | Within NAL rangeOne eligible result in this reporting year was outside the instantaneous maximum NAL. The Order states the condition as two or more results in one reporting year. | 8 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. | 8 eligible | count of eligible effluent results outside the instantaneous maximum NAL within the July 1 - June 30 reporting year |
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.
pHMonitoringAbove NAL303(d) impairmentMormon Slough (from Stockton Diverting Canal to Bellota Weir--Calaveras River)
2 reporting years above the instantaneous maximum NAL, most recently RY 2017 · 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