Community: ROUND MOUNTAIN WATER COMPANY
County: Kern
Sys. Category: Complete water system only
Agency Name: ROUND MOUNTAIN WATER COMPANY
Ownership: Private
Ownership Type: Private non-PUC reg
Population: 50
Connections: 17
2010 MHI: 46,293
SDAC or DAC: DAC
DAC Classification Source: Calculated
IRWMP: KERN
Geography: Valley Floor
Location: Bakersfield
Contact Title: Vice President
Contact: Michael Martin
Phone:
Alt. Contact:
Phone:
H2O Sys. Num.: 1500561
Water Source: GW
Active Wells Count: 2
Wells Issues?: XXXXX
Issues: Uranium in source exceeds MCL-Round Mountain Water Company is currently in violation of the MCL for uranium in Well 001. CDPH has directed the Company to mitigate the violation and the Company's members are notified quarterely of the MCL violation. Publ
Potential Solutions:
| Water quality sample results for selected constituents. Values shown for water samples collected 2004-2014. | |||||||||||||
| Raw Water | Delivered Water | Raw Water | Delivered Water | ||||||||||
| Max. | Ave. | Count | Max. | Ave. | Count | Max. | Ave. | Count | Max. | Ave. | Count | ||
| Arsenic (10 ug/L): | 2.00 | 2.00 | 5 | 2.00 | 2.00 | 5 | Flouride (2 mg/L): | 0.10 | 0.08 | 5 | 0.10 | 0.08 | 5 |
| DBCP (0.2 ug/L): | 0.50 | 0.08 | 7 | 0.50 | 0.08 | 7 | Perchlorate (6 ug/L): | 4.00 | 4.00 | 6 | 4.00 | 4.00 | 6 |
| Nitrate as NO3 (45 mg/L): | 15.00 | 9.76 | 18 | 15.00 | 9.76 | 18 | TCE (5 ug/L): | 0.50 | 0.50 | 3 | 0.50 | 0.50 | 3 |
| PCB (0.5ug/L): | 50 | 50 | THMs (80 ug/L): | 2.00 | 1.00 | 50 | 2.00 | 1.00 | 50 | ||||
| Uranium (20 pC/L): | 64.70 | 30.25 | 50 | 64.70 | 30.25 | 50 | |||||||
WW Sys. Num.:
Treatment: XXXXX
Design Flow (MGD):
Total Enforcement Actns:
Cat.1 Viol:
Cat. 2 Viol:
Septic Probs?: XXXXX
Sewer Issues:
Potential Solutions: Study/design/construct treatment/blending.-Round Mountain Water Company proposes to drill a new well to replace Well 001. A new well site has been selected and site control secured from the landowner. The new well is 1,900 feet from the existing well. Planned total depth is 240 feet and flow expected to be 125 gpm. A 4", 1,900 foot PVC pipeline is to be installed from the new well to the existing storage tanks and distribution system. The water from the new well will meet Title 22 Standards.Consolidation with other systems was considered, but cost are prohibitive.
Treatment Comm: XXXXX
SelfHelp Comments: