Fe - 2014-09-09
Estuary/Wetlands
| Date | Station | Result | Mean | Deviations from Mean |
|---|---|---|---|---|
| 2014-09-17 11:40:00 | TBTMAR - Talbert Marsh | 1.5 | 7.317 | -0.751 |
| 2014-09-17 10:50:00 | TGDC05 - Bolsa Bay d/s E. Garden Grove Wintersburg Ch. | 9.8 | 27.682 | -0.295 |
| 2014-09-17 08:50:00 | BBOLR - Bolsa Bay at observation pier | 6.9 | 12.818 | -1.069 |
| 2014-09-16 11:55:00 | HUNWAR - Huntington Harbour at Warner Avenue | 2.8 | 7.62 | -1.314 |
| 2014-09-16 10:45:00 | HUNCRB - Huntington Harbour in Christiana Bay | 4.6 | 33.811 | -0.33 |
| 2014-09-16 09:13:00 | HUNBCC - Huntington Harbour d/s of Bolsa Chica Ch. | 3.9 | 6.86 | -0.736 |
| 2014-09-11 11:50:00 | LNBHIR - Lower Newport Bay at Harbor Island Reach | 1.2 | 3.405 | -1.282 |
| 2014-09-11 09:40:00 | LNBTUB - Lower Newport Bay at TUB | 3.2 | 3.895 | -0.263 |
| 2014-09-11 08:00:00 | UNBCHB - Upper Newport Bay at Coast Highway | 1.2 | 4.211 | -1.14 |
| 2014-09-09 12:25:00 | UNBNSB - Upper Newport Bay at Northstar Beach | 1.4 | 5.889 | -1.156 |
| 2014-09-09 11:04:00 | UNBSDC - Upper Newport Bay - Unit II Basin | 2.9 | 7.663 | -0.582 |
| 2014-09-09 09:50:00 | UNBJAM - Upper Newport Bay - Unit I Basin | 9 | 18.165 | -0.26 |
Mass Emissions
| Date | Station | Result | Mean | Deviations from Mean |
|---|---|---|---|---|
| 2014-09-09 11:49:00 | CMCG02 - Costa Mesa Channel at Highland | 62 | 121.961 | -0.174 |
| 2014-09-09 10:53:00 | SADF01 - Santa Ana Delhi Channel u/s Irvine Avenue | 20 | 146.308 | -0.14 |
| 2014-09-09 10:39:00 | WYLSED - San Diego Creek at Harvard Avenue | 20 | 57.414 | -0.176 |
| 2014-09-09 10:33:00 | BARSED - Peters Canyon Wash at Barranca Parkway | 20 | 250.134 | -0.14 |
| 2014-09-09 09:43:00 | CICF25 - Central Irvine Channel at I-5 | 20 | 29.468 | -0.21 |
| 2014-09-09 09:39:00 | SDMF05 - San Diego Creek at Campus Drive | 20 | 180.347 | -0.145 |
Non Storm Water
| Date | Station | Result | Mean | Deviations from Mean |
|---|
Industrial Facilities
Iron, Dissolved
| Facility Name | Expected | Most Recent | ||||
|---|---|---|---|---|---|---|
| Records | Mean | Std Dev | Date | Result | Deviations from Mean | |
Iron, Total
| Facility Name | Expected | Most Recent | ||||
|---|---|---|---|---|---|---|
| Records | Mean | Std Dev | Date | Result | Deviations from Mean | |
|
Schlosser Forge Company
11711 Arrow Rte, Rancho Cucamonga California 91730 |
13 | 140.152 | 498.723 | 2014-09-08 | 1.6 | -0.278 |
|
Air Industries Co
12570 Knott St, Garden Grove California 92841 |
15 | 4.658 | 5.345 | 2014-09-08 | 2.113 | -0.476 |
|
AEP Span
10905 Beech Ave, Fontana California 92337 |
14 | 0.315 | 0.4 | 2014-08-20 | 0.19 | -0.312 |
|
Hayden Industrial Products
1393 E San Bernardino Ave, San Bernardino California 92408 |
12 | 4.802 | 5.599 | 2014-08-20 | 11 | 1.107 |
Iron, Total Recoverable
| Facility Name | Expected | Most Recent | ||||
|---|---|---|---|---|---|---|
| Records | Mean | Std Dev | Date | Result | Deviations from Mean | |
Recent Violations
| Date | Facility | Description |
|---|---|---|
| 2014-09-19 | Innovative Hearth Products
2701 S Harbor Blvd, Santa Ana California 92704 |
Lack of secondary containment, deficient BMP implementation in casting area, general housekeeping issues |
| 2014-09-16 | Village of Terrassa
Foothill Parkway, Corona California 92881 |
Perimeter controls do not appear to be robust because it is not clear where the runoff will occur. There is silt fence and sand bags, but wherever the flow concentrates may or may not have an adequate perimeter control and it is unclear where that will be. Next there was a sediment basin that site staff stated would be used for sediment control. But the sediment basin had no stand pipe or emergency spillway and the SWPPP uploaded to SMARTS stated nothing about using the required CASQA sediment basin design. |
| 2014-09-03 | UCHS Athletic Facilities Upgrade
6949 Genesee Avenue San diego CA 92122, San Diego California 92122 |
2. Inadequate perimeter control 3. Tracking 4. And, most importantly, the slope along Genessee Avenue was cleared and grubbed months ago at the beginning of project construction, and has still not been stabilized with erosion or sediment controls, even though it clearly appears to be inactive. There is further evidence of rilling and discharges of sediment from that slope to Genesee. |
| 2014-09-03 | UCHS Athletic Facilities Upgrade
6949 Genesee Avenue San diego CA 92122, San Diego California 92122 |
1. Evidence of an unauthorized discharge of sediment leaving the site from prior rain event 2. And, most importantly, the slope along Genessee Avenue was cleared and grubbed months ago at the beginning of project construction, and has still not been stabilized with erosion or sediment controls, even though it clearly appears to be inactive. There is further evidence of rilling and discharges of sediment from that slope to Genesee. |
| 2014-08-26 | San Diego Marriott Marquis & Marina New Marriot Hall
333 W Harbor Dr, San Diego California 92101 |
Stockpile management, erosion control, sediment control, and run-on/runoff control BMP deficiencies identified. |
| 2014-08-26 | San Diego Marriott Marquis & Marina New Marriot Hall
333 W Harbor Dr, San Diego California 92101 |
San Diego Unified Port District reported a water main break at the construction site that resulted in an unauthorized non-storm water discharge, including sediment and sediment laden water, from the site to San Diego Bay and the MS4. |
| 2014-08-21 | College Park PA 17
Edison Ave & Mountain Ave, Chino California 91710 |
Housekeeping was inadequate two days after the rain event. In addition, circumventing the BMP by pulling it back discharging sediment laden water is a violation of Section VI.C. of Order 2014-0057-DWQ, and Attachment C Section A.1.b. of Order 2014-0057-DWQ. |
| 2014-08-21 | College Park PA 17
Edison Ave & Mountain Ave, Chino California 91710 |
Fine grain sediment located around the storm drain at the West side of the intersection of Rutgers and Diablo. There were two gravel bags added but insufficient for the size of soil particles observed around the drain. On the east side of Diablo and Rutgers the BMP was too short for the length of opening so one gravel bag on each end was added. In addition, insufficient BMPs were placed at the drain inlet at Diablo and Haverford. |
| 2014-08-07 | OC Fair & Event Center
88 Fair Dr, Costa Mesa California 92626 |
Inlet filter missing filter fabric; sedimentation basin not maintained; open drains on secondary containment for fuel tank. |
| 2014-07-30 | Excel Business Park
2553 Sampson Ave, Corona California 92879 |
Failed to establish and maintain effective construction entrance. Unclear if site perimeter controls are will continue to be adequate. Sediment basin may not be designed according to CASQA's Construction BMP handbook. |
| 2014-07-30 | Excel Business Park
2553 Sampson Ave, Corona California 92879 |
No stabilized construction entrance. |
| 2014-07-30 | Excel Business Park
2553 Sampson Ave, Corona California 92879 |
Failure to maintain effective perimeter controls and to establish and maintain construction entrance controls. |
| 2014-07-30 | Excel Business Park
2553 Sampson Ave, Corona California 92879 |
BMPs for site didn't meet the BAT/BCT requirement for erosion and sediment control resulting in a discharge of sediment |