Error there is more than one entry for Water System Areas.
(Geography, IRWMP, System Category, MHI2010, and DAC calculation are incorrect in database.)
Community: STALLION SPRINGS CSD
County: Kern
Sys. Category: Complete water and wastewater systems
Agency Name: STALLION SPRINGS CSD
Ownership: Public (state, federal, local)
Ownership Type: City, County, State owned
Population: 2488
Connections: 1190
2010 MHI: 79,896
SDAC or DAC: Non-DAC
DAC Classification Source: Calculated
IRWMP: KERN
Geography: Mountains
Location: Tehachapi
Contact Title: Lead Water Operator
Contact: Tyler Napier
Phone:
Alt. Contact:
Phone:
H2O Sys. Num.: 1510025
Water Source: S&GW
Active Wells Count: 12
Wells Issues?: XXXXX
Issues: Stallion Springs CSD is a rural community located within the Cummins Valley Water basin that supplies its customers through local groundwater supply wells. Cummings Valley one (CV-1) the Districts largest producing well provides 90% of the source of suppl
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): | 3.60 | 1.55 | 11 | 3.60 | 1.55 | 11 | Flouride (2 mg/L): | 0.75 | 0.39 | 11 | 0.75 | 0.39 | 11 |
| DBCP (0.2 ug/L): | 1.00 | 0.51 | 6 | 1.00 | 0.51 | 6 | Perchlorate (6 ug/L): | 4.00 | 2.89 | 31 | 4.00 | 2.89 | 31 |
| Nitrate as NO3 (45 mg/L): | 38.00 | 11.24 | 88 | 38.00 | 11.24 | 88 | TCE (5 ug/L): | 0.50 | 0.28 | 9 | 0.50 | 0.28 | 9 |
| PCB (0.5ug/L): | 1 | 1 | THMs (80 ug/L): | 2.00 | 1.11 | 1 | 2.00 | 1.11 | 1 | ||||
| Uranium (20 pC/L): | 17.00 | 17.00 | 1 | 17.00 | 17.00 | 1 | |||||||
WW Sys. Num.: 263090
Treatment: XXXXX
Design Flow (MGD): 0.1
Total Enforcement Actns: 5
Cat.1 Viol: 8
Cat. 2 Viol: 0
Septic Probs?: XXXXX
Sewer Issues:
Potential Solutions: The proposed project will consist of the following improvements together with the necessary, engineering, hydro-geology, CEQA processing, administration, land, right-of way and incidental items:1. A new water well with a target capacity of 500 to 600 gpm. A pilot hole will be drilled and water bearing zones will be isolated to test for water quality. Final well construction will exclude zones producing contaminated water. If the well yield and water quality are acceptable, a well pump, piping, well building, chlorination facilities and electrical will be constructed. A connecting pipeline to the District 12” Cummings Valley pipeline will be constructed. 2. A blending tank will be constructed in the Cummings Valley to blend water from each of the water wells before delivery to the Stallion Springs service area. The estimated required capacity is 200,000 gallons. The blending tank will be used to blend water from high nitrate wells (CV-1) with water from low nitrate wells (CV-2 and future well) to produce a blended water supply meeting all MCLs. 3. A new booster pump station will be constructed to pump water from the blending tank to the District service area. It is estimated that three 500 gpm capacity pumps will be required. 4. Replacement of the existing pumps and motors for CV-1 and CV-2 wells to meet the new head conditions that will occur as a result of using the blending tank. 5. Installation of continuous reading nitrate analyzers at each well site and at the blending tank outlet (4 total). These analyzers will be used to control and monitor the blending operation to meet the nitrate MCL. The analyzers will be tied into the District SCADA system for remote monitoring. Trigger points will automatically shut off wells that vary from the established set points.6. Construction of an emergency intertie with the Fairview Water Company consisting of about 1.5 miles of 8” pipeline, a pressure regulating station (SSCSD to Fairview) and a booster pump station (Fairview to SSCSD).
Treatment Comm: XXXXX
SelfHelp Comments: