| Violation ID |
Occurrence Date |
Violation Type |
Violation Description(-) |
Violation Status |
Priority |
Source |
Facility Name |
Violated Reg. Meas. ID |
Violated Reg. Meas. Order No. |
Linked to Enf. |
| 1153690 |
03/31/2026 |
Deficient Monitoring |
During the reporting period, all required BOD analyses were performed by the NCWRP Laboratory (ELAP 2477); however, several results were determined to be invalid due to not meeting method specific quality control criteria. Because these QC failures prevented the generation of valid analytical results, the affected samples are considered non reportable and constitute a failure to monitor. The impacted samples at Monitoring Location RS-001 could not be resampled, as the required 48 hour holding time had elapsed by the time the analyses were completed five days later. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1153112 |
03/24/2026 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Air Relief Valve (ARV)/ Blow-Off Valve (BOV) Failure caused 296776 gallons of sewage to spill from Force Main,Manhole,Other Sewer System Structure,Other (specify below) at NOT# 40201370275 OLD SEA WORLD DR. & S. SHORES DR. to Surface Water,Unpaved Surface,Paved Surface,Drainage Conveyance System,Street/Curb and Gutter (2 3),Drainage Conveyance System that discharges to surface water |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1152874 |
02/08/2026 |
Deficient Monitoring |
The BOD internal control standard recovery was outside of the method acceptance limits values established in the Current MDLs & Acceptance Criteria (Document #13584). Therefore, the result values for the 02/08/26 Effluent and Influent composite samples were flagged as non-reportable. Due to the nature of the BOD testing, the samples could not be reanalyzed after the 5-day incubation period when results become known. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1152873 |
02/08/2026 |
Deficient Monitoring |
The BOD internal control standard recovery was outside of the method acceptance limits values established in the Current MDLs & Acceptance Criteria (Document #13584). Therefore, the result values for the 02/08/26 Effluent and Influent composite samples were flagged as non-reportable. Due to the nature of the BOD testing, the samples could not be reanalyzed after the 5-day incubation period when results become known. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1152156 |
02/23/2026 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Fats, Oil and Grease (FOG),Debris from Construction,Other (specify below) caused 280 gallons of sewage to spill from Manhole at NOT# 40201358467 EXCALIBUR WAY & TOWN CENTER DR. to Drainage Conveyance System that discharges to surface water,Paved Surface,Unpaved Surface,Street/Curb and Gutter (2 3),Surface Water |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1151689 |
01/31/2026 |
Deficient Monitoring |
Due to issues with PLWTP Lab¿s BOD source water the method QC performance was impacted; deficiencies include method blanks exceeding the depletion criteria established in the SOP (1467) BOD_WW_SED_SLDS Revision 11 Section 16.1.1 and internal control standard recovery being outside of the method acceptance limits values stablished in the Current MDLs & Acceptance Criteria (Document #13584). Additionally, the relative percent difference (RPD) of sample duplicates exceeded the method acceptance criteria established in the SOP (1467) BOD_WW_SED_SLDS Revision 11 Section 16.1.4. Hereby, the result values for the 01/09, 01/10, 01/16, 01/17 and 01/25 Effluent and Influent composite samples were flagged as non-reportable. Due to the nature of the BOD testing, the samples could not be reanalyzed after the 5-day incubation period when results become known. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1151688 |
01/31/2026 |
Deficient Monitoring |
Due to issues with PLWTP Lab¿s BOD source water the method QC performance was impacted; deficiencies include method blanks exceeding the depletion criteria established in the SOP (1467) BOD_WW_SED_SLDS Revision 11 Section 16.1.1 and internal control standard recovery being outside of the method acceptance limits values stablished in the Current MDLs & Acceptance Criteria (Document #13584). Additionally, the relative percent difference (RPD) of sample duplicates exceeded the method acceptance criteria established in the SOP (1467) BOD_WW_SED_SLDS Revision 11 Section 16.1.4. Hereby, the result values for the 01/09, 01/10, 01/16, 01/17 and 01/25 Effluent and Influent composite samples were flagged as non-reportable. Due to the nature of the BOD testing, the samples could not be reanalyzed after the 5-day incubation period when results become known. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1151515 |
02/17/2026 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Root Intrusion caused 320 gallons of sewage to spill from Manhole at NOT-40201356518 4740 ADELPHI PL. to Unpaved Surface,Paved Surface,Drainage Conveyance System that discharges to surface water,Surface Water,Street/Curb and Gutter (2 3) |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1151242 |
02/04/2026 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Fats, Oil and Grease (FOG) caused 744 gallons of sewage to spill from Manhole,Inside Building or Structure,Lateral Clean Out (Private) at NOT# 40201352399 810 PAYNE ST. to Unpaved Surface,Street/Curb and Gutter (2 3),Drainage Conveyance System that discharges to surface water,Surface Water,Paved Surface,Building or Structure |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1150740 |
12/22/2025 |
Deficient Monitoring |
Due to a laboratory scheduling deficiency, the sample preparation and testing processes for the Total Cyanide method were carried out outside the holding time defined by the Standard Operating Procedure (Document # 1411) Section 9.4. Therefore, the result value reported in batch 26006CN42 for the 12/22/25 influent composite sample was flagged as non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1150368 |
12/22/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Root Intrusion caused 790 gallons of sewage to spill from Manhole at NOT# 40201334684 2727 MORENA BLVD. to Surface Water,Unpaved Surface,Street/Curb and Gutter (2 3),Drainage Conveyance System that discharges to surface water,Paved Surface |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1150290 |
12/15/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Construction Diversion Failure,Other (specify below) caused 25000 gallons of sewage to spill from Manhole at NOT# 40201332833 2755 SNEAD AVE. to Surface Water,Drainage Conveyance System that discharges to surface water,Unpaved Surface |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1150207 |
12/22/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Root Intrusion caused 790 gallons of sewage to spill from Manhole at NOT# 40201334684 2727 MORENA BLVD. to Unpaved Surface,Drainage Conveyance System that discharges to surface water,Paved Surface,Surface Water,Street/Curb and Gutter (2 3) |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1150172 |
11/03/2025 |
Deficient Monitoring |
For both Effluent and Influent composite samples collected in 11/03/25 the phenol, 4-methylphenol, 2,4-dinitrophenol, 4-nitrophenol, and 4,6-dinitro-2-methylphenol analytes¿ Matrix spike duplicate (MSD) Relative Percent Difference recoveries were outside the QC criteria stablished by SOP (6144) 625.1 Rev: 11 Section 16.5. Plus, due to a broken sample vial there was no LCS precision calculated for the mentioned analytes. Therefore, the PLWTP monthly monitoring is not in compliance with the ¿Minimum Sampling Frequency¿ definition stated in the ORDER NO. R9-2017-0007 for the Non-Chlorinated Phenols Sum. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1150171 |
11/03/2025 |
Deficient Monitoring |
For both Effluent and Influent composite samples collected in 11/03/25 the phenol, 4-methylphenol, 2,4-dinitrophenol, 4-nitrophenol, and 4,6-dinitro-2-methylphenol analytes¿ Matrix spike duplicate (MSD) Relative Percent Difference recoveries were outside the QC criteria stablished by SOP (6144) 625.1 Rev: 11 Section 16.5. Plus, due to a broken sample vial there was no LCS precision calculated for the mentioned analytes. Therefore, the PLWTP monthly monitoring is not in compliance with the ¿Minimum Sampling Frequency¿ definition stated in the ORDER NO. R9-2017-0007 for the Non-Chlorinated Phenols Sum. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1150160 |
12/15/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Other (specify below),Construction Diversion Failure caused 25000 gallons of sewage to spill from Manhole at NOT# 40201332833 2755 SNEAD AVE. to Drainage Conveyance System that discharges to surface water,Unpaved Surface,Surface Water |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1149637 |
10/01/2025 |
Deficient Monitoring |
Due to a laboratory scheduling deficiency, the sample extraction process for the 625.1 Phenols method was carried out outside the holding time defined by the Standard Operating Procedure (Document # 6144) Section 9.4.2. Hereby, the result values reported in batch 25282PHN18 for the 10/01/25 influent and effluent composite samples were flagged as non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1149636 |
10/01/2025 |
Deficient Monitoring |
Due to a laboratory scheduling deficiency, the sample extraction process for the 625.1 Phenols method was carried out outside the holding time defined by the Standard Operating Procedure (Document # 6144) Section 9.4.2. Hereby, the result values reported in batch 25282PHN18 for the 10/01/25 influent and effluent composite samples were flagged as non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1148822 |
09/30/2025 |
Deficient Monitoring |
Due to a sample preparation deficiency during the initial weight and extraction process described in the SOP (1418) O_G_HEM Revision: 7 Section 14.4; the Oil and Grease result values processed in batch 25272OG40 for the 9/23, 9/24, 9/25 and 9/26 effluent and influent grab samples were flagged as non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1148821 |
09/09/2025 |
CAT1 |
Settleable Solids Instantaneous Maximum limit is 3 ml/L and reported value was 6 ml/L at EFF-001. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1148820 |
09/03/2025 |
CAT1 |
Settleable Solids Instantaneous Maximum limit is 3 ml/L and reported value was 3.5 ml/L at EFF-001. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1148403 |
10/04/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Pump Station Failure - Power caused 660 gallons of sewage to spill from Pump Station at NOT-#40201301596 15600 SAN ANDRES DR. to Street/Curb and Gutter (2 3),Drainage Conveyance System that discharges to surface water,Paved Surface |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1147846 |
08/26/2025 |
CAT1 |
Settleable Solids Instantaneous Maximum limit is 3 ml/L and reported value was 4 ml/L at EFF-001. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1147845 |
08/31/2025 |
Deficient Monitoring |
1. Due to a programmed power outage at the PLWTP, the composite effluent and influent samples from the 08/26/25 collection may differ from the composite sample definition stated in the ORDER NO. R9-2017-0007; NPDES NO. CA0107409 Part 2. ¿ Glossary of Common Terms ¿Daily Discharge¿. The 08/26/2025 effluent and influent composite samples were obtained from a combination of at least eight sample aliquots of at least 100 mL at periodic intervals during the time frame from 0001 to 0110 and 1300 to 2359; therefore, the samples not necessarily reflect the plant¿s operating hours over a 24-hour period for the following analyses: Floatable solids, BOD, TDS, TSS_VSS. 2. The BOD internal control standard recovery was outside of the method acceptance limits values stablished in the Current MDLs & Acceptance Criteria (Document #13584). Herby, the result values for the 8/22, 8/23 Effluent and Influent composite samples were flagged as non-reportable. Due to the nature of the BOD testing, the samples could not be reanalyzed after the 5-day incubation period when results become known. 3. Due to contamination during the batch 25219BN35 continuous liquid-liquid extraction; the Hexachlorocyclopentadiene internal control standard recovery and RPD percentages were outside of the method acceptance limits values stablished in the SOP (6144) 625.1 Revision: 11, Section 16. Herby, the result values for the 08/06 Effluent and Influent composite samples processed in were flagged as non-reportable. Additionally, the Bis(2-ethylhexyl) phthalate compound was detected in the Method Blank above the Method Detection Level; the result values for the 08/06 Influent composite sample processed in batch 25219BN35 were flagged as non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1147676 |
09/15/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Other (specify below),Pipe Structural Problem/Failure - Installation caused 1125 gallons of sewage to spill from Inside Building or Structure,Manhole at NOT# 40201293362 10445 FRIARS RD. to Drainage Conveyance System that discharges to surface water,Street/Curb and Gutter (2 3),Unpaved Surface,Surface Water,Building or Structure,Paved Surface |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1147144 |
08/26/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Damage by Others Not Related to Collection System Construction/Maintenance,Other (specify below) caused 840 gallons of sewage to spill from Lateral Clean Out (Private),Manhole at NOT# 40201284796 3414 GOVERNOR DR. to Paved Surface,Drainage Conveyance System,Drainage Conveyance System that discharges to surface water,Street/Curb and Gutter (2 3),Unpaved Surface |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
| 1146463 |
07/31/2025 |
Deficient Monitoring |
Due to a Control Standard preparation deficiency during the dilution series process described in the SOP (1467) BOD_WW_SED_SLDS Revision: 11, Section 14.2.12; The Biochemical Oxygen Demand internal control standard recovery was outside of the method acceptance limits values stablished in the Current MDLs & Acceptance Criteria (Document #13584). Hereby, the result values for the 07/18, 07/19 Effluent and Influent composite samples were flagged as non-reportable. Due to the nature of the BOD testing, the samples could not be reanalyzed after the 5-day incubation period when results become known. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1145237 |
06/30/2025 |
Deficient Monitoring |
1. During 06/14/25 and 06/15/25 the PLWTPs low flow caused that the effluent autosampler malfunctioned by pulling air from the stinger; herby both composite effluent samples collections from the 06/14/25 and 06/15/25 may differ from the composite sample definition stated in the ORDER NO. R9-2017-0007; NPDES NO. CA0107409 Part 2 Glossary of Common Terms: Daily Discharge. Consequently, the mentioned samples not necessarily reflect the plants operating hours over a 24-hour period for the following analyses: Floatable solids, Biochemical Oxygen Demand, Total Dissolved Solids, Total Suspended Solids and Total Volatile Suspended Solids. 2. The Week One phenols analysis under EPA Method 625.1 did not meet the precision criteria for 2,4-Dimethylphenol. Precision failure was observed in all associated QC samples; therefore, in accordance with QA criteria outlined in SOP ID 6144, Revision 11, Section 16.8, the results for 2,4-Dimethylphenol are considered non-reportable. 3. The monthly Base Neutral analysis under EPA Method 625.1 did not meet precision criteria for Benzidine. Precision failure was due to poor recoveries in all associated QC samples; therefore, in accordance with QA criteria outlined in SOP ID 6144, Revision 11, Section 16.8, the results for Benzidine are considered non-reportable. 4. The monthly Base Neutral analysis under EPA Method 625.1 failed accuracy criteria for Hexachloroethane in all associated QC samples. In accordance with QA criteria outlined in SOP ID 6144, Revision 11, Section 16.3.2, the results for Hexachloroethane are considered non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1145236 |
06/30/2025 |
Deficient Monitoring |
1. The Week One phenols analysis under EPA Method 625.1 did not meet the precision criteria for 2,4-Dimethylphenol. Precision failure was observed in all associated QC samples; therefore, in accordance with QA criteria outlined in SOP ID 6144, Revision 11, Section 16.8, the results for 2,4-Dimethylphenol are considered non-reportable. 2. The monthly Base Neutral analysis under EPA Method 625.1 did not meet precision criteria for Benzidine. Precision failure was due to poor recoveries in all associated QC samples; therefore, in accordance with QA criteria outlined in SOP ID 6144, Revision 11, Section 16.8, the results for Benzidine are considered non-reportable. 3. The monthly Base Neutral analysis under EPA Method 625.1 failed accuracy criteria for Hexachloroethane in all associated QC samples. In accordance with QA criteria outlined in SOP ID 6144, Revision 11, Section 16.3.2, the results for Hexachloroethane are considered non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1144386 |
05/31/2025 |
Deficient Monitoring |
Due to a sample identification deficiency during the extraction process described in the SOP (1418) O_G_HEM Revision: 7 Section 14.4; the Oil and Grease result values for the 05/23, 05/24 Effluent grab samples were flagged as non-reportable. During the Base Neutral analysis under EPA 625.1, Diethyl phthalate was detected above the method detection limit in the method blank. Per stablished Quality Control criteria in SOP ID 6144 revision 11 section 16.4.2,3 results are non-reportable if the concentration in the blank is greater than one tenth the concentration in sample. Hence, the Diethyl phthalate obtained results for both 05/06 PLWTP¿s effluent and influent composite samples were flagged as non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1144385 |
05/31/2025 |
Deficient Monitoring |
Due to a sample identification deficiency during the extraction process described in the SOP (1418) O_G_HEM Revision: 7 Section 14.4; the Oil and Grease result values for the 05/22, 05/23 Influent grab samples were flagged as non-reportable. During the Base Neutral analysis under EPA 625.1, Diethyl phthalate was detected above the method detection limit in the method blank. Per stablished Quality Control criteria in SOP ID 6144 revision 11 section 16.4.2,3 results are non-reportable if the concentration in the blank is greater than one tenth the concentration in sample. Hence, the Diethyl phthalate obtained results for both 05/06 PLWTP¿s effluent and influent composite samples were flagged as non-reportable. |
Violation |
N |
eSMR |
Point Loma WWTP & Ocean Outfall |
414988 |
R9-2017-0007 |
N |
| 1144221 |
06/16/2025 |
Sanitary Sewer Overflow/Spill/ |
Type: Category 1 Spill; Root Intrusion caused 550 gallons of sewage to spill from Lateral Clean Out (Public) at NOT# 40201257175 7964 PRINCESS ST. to Street/Curb and Gutter (2 3),Paved Surface,Unpaved Surface,Drainage Conveyance System that discharges to surface water,Surface Water |
Violation |
None |
SSO |
San Diego City CS (Wastewater Collection System) |
300511 |
2022-0103-DWQ |
N |
|
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