WATER SUPPLY PLANNING COMMITTEE |
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4. |
update on water projects 1 and 2, aquifer stroage and recovery
(asr) |
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Meeting
Date: |
April 9, 2012 |
Budgeted: |
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From: |
David J.
Stoldt, |
Program/ |
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General
Manager |
Line Item
No.: |
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Prepared
By: |
David J. Stoldt |
Cost
Estimate: |
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General Counsel Approval: N/A |
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Committee Recommendation: |
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CEQA Compliance:
N/A |
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Status of
Injection Operations:
Joe
Oliver will provide a verbal update.
However,
through April 3, 2012 the injection season may be summarized as follows:
Injection
at both Santa Margarita and Seaside Middle sites: 23.46 AF
Pre-Injection
Season line flushing (from Tina's sheet): 2.55 AF
Total
Diversion to ASR: 26.01
AF
Summary of Daily
Volume
(gallons)
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Well #2 |
Well #3 |
28-Mar-12 |
1,663,000 |
0 |
29-Mar-12 |
2,679,000 |
366,100 |
30-Mar-12 |
826,000 |
54,900 |
31-Mar-12 |
0 |
0 |
1-Apr-12 |
1,653,000 |
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2-Apr-12 |
404,000 |
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3-Apr-12 |
0 |
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Future
Additional ASR:
On
March 16, 2012 District staff met with John Kilpatrick of Cal Am to discuss
future potential ASR from existing facilities in the Carmel Valley. This was a follow-up to a meeting District
staff had with Cal-Am on the future of ASR on January 25, 2012.
EXHIBIT 4-A summarizes the Cal-Am analysis. Cal-Am examined existing facilities two ways:
(i) based on well capacity (the upper portion of the
exhibit), and (ii) based on BIRP plant capacity (lower portion of the exhibit.)
They
looked at all wells in operation (“Total”), as well as what happens if their
largest wells in the lower valley and the upper/mid-valley, Rancho Canada #2
and Robles #3 respectively, are off-line (“Firm”).
The
conclusions are as follows:
1)
Based
on well capacity, there is no additional potential for ASR from Carmel River
water; and
2)
Based
on plant capacity, there is potential for 2,550 GPM under most conditions, but
only 1,900 GPM “Firm.”
Hence,
this might support two
additional ASR wells, but would require the development of new well
capacity. If existing wells cannot be
improved, then new wells would be required, likely requiring an EIR. Further, we have been advised that
ultra-violet (UV) treatment would likely be required at the BIRP facility. These additional capital costs would need to
be calculated and included in the cost of any additional ASR facilities.
In
both cases, Cal-Am is assuming that in the future they will be pumping 1,750
gallons per minute for Table 13 water rights for which they do not currently
have a permit. If they do not succeed in
obtaining those rights, the well capacity constraint remains on a Firm basis,
but there might be approximately 1,400 GPM of available pumping capacity in
normal conditions. On a plant capacity
basis the full 1,750 GPM would be additionally available.
EXHIBIT 4-B is additional analysis performed by
District staff which confirms the constraints.
Joe Oliver will provide a verbal report.
EXHIBITS
4-A Analysis
of Potential Additional ASR – Existing Carmel Valley Facilities
U:\staff\Board_Committees\WSP\2012\20120409\04\item4.docx