MBSE Conditions of Approval
Attachment
4
Water
Accounting Protocol for SNG Property (APN 011-501-014)
Prepared by Darby Fuerst,
August 10, 2010
1. At
least weekly during the November through April period, Cal-Am will pump water
from the Hilby Tanks[1]
into its main distribution system. Based
on current practice, this pumping occurs once a week for approximately four
hours at a rate of 1,400 gallons per minute (gpm). As a result, approximately
1.03 acre-feet of water are pumped from the Hilby Tanks into the main
distribution system each week, or approximately 4.12 acre-feet each month. This pumping is conducted to maintain water
quality in the tanks.
As the SNG property is developed and
water demand increases, Cal-Am may increase the duration or frequency that
water is pumped from the Hilby Tanks into the main distribution system to ensure
that sufficient storage capacity is available in the Hilby Tanks for “front
loading” of “prior to delivery” production of water from the Seaside Basin.
2. During
the November through April period when flow in the Carmel River at the Highway
1 Bridge gage exceeds 40 cubic feet per second and Cal-Am is required to
minimize its pumping from the Seaside Groundwater Basin[2],
Cal-Am will pump sufficient water from its wells in the Coastal Subareas of the
Seaside Groundwater Basin each week to equal or exceed the amount of water
necessary to refill the Hilby Tanks[3]
and serve the estimated water demand for the SNG property.
It
is expected that Cal-Am will utilize either its Plumas Well, Playa #3 Well, or
both of these wells during the November through April period to serve the SNG
property. Presently, the Plumas Well can
pump approximately 250 gpm and the Playa #3 Well can pump approximately 350
gpm. If these wells are used to serve
the SNG property, they would be pumped in advance of the weekly pumping from
the Hilby Tanks. To equal the 1.03
acre-feet of water pumped from the Hilby Tanks, the Plumas and Playa #3 Wells
would need to operate approximately nine hours for one day.
If
one of these wells fails, the other can serve as a backup and operate for a
longer period. Similarly, if both wells
fail, Cal-Am can operate one of its larger wells, e.g., Ord Grove or Paralta
Well, for a shorter period to ensure that water is pumped from the
3. For
purposes of estimating monthly and daily water demands for the SNG property, an
annual production requirement of 90 acre-feet is assumed. Monthly water demands will be estimated based
on the long-term average monthly water distribution in Cal-Am’s main system. For example, in January, 6.39 percent or 5.75
acre-feet of the annual production requirement is expected to occur. Similarly, in July, 10.80 percent or 9.72
acre-feet of the annual production requirement is expected to occur. Daily water demands for the property are
estimated by dividing the average monthly quantities by the number of days in
the respective month. For example, the
average daily demand expected in January would be 0.19 acre-feet and the
average daily demand expected in July would be 0.31 acre-feet.
The
estimated demands will be adjusted by the reported demands to account for the
construction and early operational phases before the project if fully implemented.
4. During
the November through April period specified above, Cal-Am will maintain a
buffer of at least 2.0 acre-feet of production from its
U:\staff\word\boardpacket\2010\20100816\PubHrg\18\item18_exh18e_attach4.doc
[1] Each Hilby Tank originally stored 1 million gallons or 3.07 acre-feet. These capacities have been reduced due to seismic retrofits. Presently, Hilby Tank #1 stores 730,000 gallons or 2.24 acre-feet and Hilby Tank #2 stores 823,000 gallons or 2.53 acre-feet. Total usable storage capacity in the Hilby Tanks is 1.553 million gallons or 4.77 acre-feet.
[2] SWRCB Order WR 98-04, Condition 4, adopted February 19, 1998.
[3]
Consistent with the May 11, 2009 Court Order regarding the “commingling of
water and storage from different sources”,
the physical water stored in the Hilby Tanks during the November through
April period will be primarily derived from the Carmel River. An equivalent amount of physical water will
be pumped from Cal-Am wells in the Coastal Subareas of the