WQExplorer

TSS - 2014-09-09

Estuary/Wetlands

Date Station Result Mean Deviations from Mean
2014-09-17 11:40:00 TBTMAR - Talbert Marsh 8 9.438 -0.256
2014-09-17 10:50:00 TGDC05 - Bolsa Bay d/s E. Garden Grove Wintersburg Ch. 5 19.425 -0.595
2014-09-17 08:50:00 BBOLR - Bolsa Bay at observation pier 5 12.233 -0.758
2014-09-16 11:55:00 HUNWAR - Huntington Harbour at Warner Avenue 5 8.117 -0.665
2014-09-16 10:45:00 HUNCRB - Huntington Harbour in Christiana Bay 5 4.96 0.033
2014-09-16 09:13:00 HUNBCC - Huntington Harbour d/s of Bolsa Chica Ch. 5 7.917 -0.576
2014-09-11 11:50:00 LNBHIR - Lower Newport Bay at Harbor Island Reach 6 11.395 -0.425
2014-09-11 09:40:00 LNBTUB - Lower Newport Bay at TUB 9 5.457 2.735
2014-09-11 08:00:00 UNBCHB - Upper Newport Bay at Coast Highway 10 11.108 -0.08
2014-09-09 12:25:00 UNBNSB - Upper Newport Bay at Northstar Beach 10 15.351 -0.172
2014-09-09 11:04:00 UNBSDC - Upper Newport Bay - Unit II Basin 142 13.798 5.838
2014-09-09 09:50:00 UNBJAM - Upper Newport Bay - Unit I Basin 5 11.208 -0.487

Mass Emissions

Date Station Result Mean Deviations from Mean
2014-09-09 11:49:00 CMCG02 - Costa Mesa Channel at Highland 39 28.209 0.135
2014-09-09 10:53:00 SADF01 - Santa Ana Delhi Channel u/s Irvine Avenue 18 13.136 0.259
2014-09-09 10:39:00 WYLSED - San Diego Creek at Harvard Avenue 39 6.327 6.266
2014-09-09 10:33:00 BARSED - Peters Canyon Wash at Barranca Parkway 213 25.887 6.312
2014-09-09 09:43:00 CICF25 - Central Irvine Channel at I-5 197 28.387 2.79
2014-09-09 09:39:00 SDMF05 - San Diego Creek at Campus Drive 81 59.818 0.686

Non Storm Water

Date Station Result Mean Deviations from Mean

Industrial Facilities

Total Suspended Solids (TSS)

Facility Name Expected Most Recent
Records Mean Std Dev Date Result Deviations from Mean
Zodiac Aerospace Cypress
11240 Warland Dr, Cypress California 90630
5 195.04 323.903 2014-09-09 771 1.778
Schlosser Forge Company
11711 Arrow Rte, Rancho Cucamonga California 91730
13 57.462 30.035 2014-09-08 32 -0.848
Air Industries Co
12570 Knott St, Garden Grove California 92841
15 178.667 216.334 2014-09-08 54 -0.576
Dura Technologies Inc
2720 S Willow Ave A, Bloomington California 92316
9 102.778 91.267 2014-09-08 48 -0.6
2014-08-20 320 2.38
AEP Span
10905 Beech Ave, Fontana California 92337
15 13.28 12.954 2014-08-20 5.2 -0.624
Dura Coat Products Inc
5361 Via Ricardo, Riverside California 92509
12 146.258 123.195 2014-08-20 79.3 -0.544
Yardney Water Management Systems Inc
6666 Box Springs Blvd, Riverside California 92507
9 62.111 81.64 2014-09-09 30 -0.393
Hayden Industrial Products
1393 E San Bernardino Ave, San Bernardino California 92408
12 158.25 332.907 2014-08-20 618 1.381
Triple H Food Processors llc
5821 Wilderness Ave, Riverside California 92504
8 270.625 349.953 2014-09-08 150 -0.345
2014-08-20 1100 2.37
Private Label Laboratories
1380 N Knollwood Cir, Anaheim California 92801
6 7.683 0.274 2014-09-04 7.6 -0.304
Big Bear Area Regional WW Agency WWTF
122 Palomino Dr, Big Bear City California 92314
7 101.914 142.343 2014-08-12 40 -0.435

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