ITEM: |
DISCUSSION ITEM |
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3. |
DISCUSS
STATUS OF RYAN RANCH UNIT OF CALIFORNIA AMERICAN WATER AND USE OF EMERGENCY
INTERTIE BETWEEN THE BISHOP AND RYAN RANCH UNITS |
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Meeting
Date: |
March 28, 2019 |
Budgeted: |
N/A |
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From: |
Dave Stoldt, |
Program/
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N/A |
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General
Manager |
Line
Item No.: |
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Prepared
By: |
Stephanie
Locke |
Cost
Estimate: |
N/A |
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General
Counsel Approval: N/A
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Committee Recommendation: N/A |
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CEQA
Compliance: N/A |
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SUMMARY: California American Water (“Cal-Am”) has been
relying on the emergency intertie to the Bishop Unit (also a Cal-Am system) to
supply water to Ryan Ranch since February 2018.
MPWMD has encouraged Cal-Am to amend its Water Distribution System
(“WDS”) permits to add Bishop as a Source of Supply for Ryan Ranch. However, before Cal-Am amends its permits, it
is undertaking a rehabilitation of its Ryan Ranch Wells to try to bring
production back to capacity. Cal-Am will
present an update on these efforts to the Committee.
BACKGROUND:
In November 1989, the District approved the annexation of the Ryan Ranch
WDS into the Cal-Am Service Area, to be operated as a separate unit of the
Cal-Am system. The Production Limit was
set at 175 Acre-Feet Annually (“AFA”) based on production from five operating
Wells. The permit also allowed an
emergency intertie between the California American Water Main System and the
Ryan Ranch Unit.
By Fall
2008, there had been repeated use of the emergency intertie and only two Wells
were in service with a combined capacity of 101 gallons per minute (“gpm”), equivalent to 72 AFA. In September 2008, the District’s General
Manager formally advised Cal-Am that the Ryan Ranch water supplies were
insufficient, which triggered a series of MPWMD public hearings. These efforts culminated in June 15, 2009,
Board action that adopted Findings,
Conclusions and Decision of the Board, Hearing on Insufficient Physical
Supplies in Accord with District Rule 40-B and reduced the production limit
to 72 AFA. Because the 2007 production
was 82 AFA, a moratorium on new Connections was imposed. The MPWMD Board directed that no Water Permit
applications for Intensifications in Use be received until CAW “develops
additional Well capacity to sustain a higher System Capacity and has its System
Capacity modified” in a future public hearing.
A June 12, 2009, pre-application for the
proposed merger of the Ryan Ranch and Bishop Units was later withdrawn
after the District provided guidance on required information and action.
CAW has funded hydrogeologic
studies and test Well explorations in Ryan Ranch, but no new supplies have been
developed to date. The moratorium
persists with the exception that certain facilities have been built using water
right transfers from private parties in the Seaside Basin, as approved by the
Seaside Basin Watermaster and MPWMD (e.g., Montage’s
recently built Ryan Ranch building).
For reference, total Ryan Ranch water production (Ryan Ranch Wells plus
emergency intertie) for the five-year period WY 2014-2018 averaged 57.034
AF.
In June 2015, the District approved
WDS Permit #M15-03-L3 for an emergency intertie pipeline from the Bishop Unit
to serve the Ryan Ranch Unit due to a decade of use of the emergency intertie
from the Main Cal-Am System. Water from
the Bishop Unit for emergency supply to Ryan Ranch was viewed as preferable to
the Main Cal-Am System given the SWRCB Cease and Desist Order (“CDO”). The Permit #M15-03-L3 Conditions of Approval
prohibited use of the main CAW system for emergency use unless written
permission was obtained from MPWMD.
Since 2015, the Ryan Ranch Unit has
not been able to sustainably supply its service area, and the emergency supply
from Bishop was used each year. Since
March 2018, the Bishop Wells have been the sole source of supply for the Ryan
Ranch area, reflecting a failure of the Ryan Ranch Unit WDS. Condition #13 of Permit #M15-03-L3, requires
Board review if the intertie is used more than 60 days, however the General
Manager has directed that Board review be postponed for 60 days to allow the
refurbished Well(s) to be tested for capacity.
RECOMMENDATION: The Committee should receive a report on the
Ryan Ranch Wells from Cal-Am. No further
action is recommended at this time.
RYAN
RANCH
1989
·
CAW
RR 1989 Connection Limit: 190 Production
Limit: 175
·
Approval
of CAW annexation included previous conditions, including five production Wells
and the system operator agree to maintain a leak detection and correction
system to ensure that unaccounted-for-water use in the system is limited to
five percent of annual production, and implement a comprehensive water
production, deliver, and hydrologic monitoring program.
·
30
lots
·
Five
wells: 20-100 gpm;
300 gpm treatment plant for iron and manganese
treatment;
·
Previous
approval of 100.5 AFA or 62 gpm with peak of 86 gpm; designed to deliver 250 gpm
with a filter capacity of 300 gpm and storage of 0.5
mg
·
CAW
asked to have the connection raised to 200 connections
2009
·
Ryan Ranch
2009 Connection Limit: 190 Production
Limit: 72 AF
·
Added
arsenic plant
·
Added
aeration and storage to rid of problem.
2019
·
Well
7 was only producer for over 4 years
·
Well
11 hasn’t produced since it did 1 AF in WY14
·
Intermittent
pumping noted.
a. Was that because well could not produce?
b. What is the status of the treatment
facility?
c. Are the production numbers from the well
head or from the treatment plant?
·
Must know combined capacity of
rehabilitated well(s).
a. If 11 has been off line since WY 13, will need
current pumping capacity.
b. Is Well 11 going to be refurbished and
restarted?
c. Why was it shut off in WY 2014 and not
used again?
d. Can the well produce enough to run the
treatment?
·
Need
to know which Well and daily production volumes and instantaneous pumping rate
of the Well, by well
a. How a well is performing, draw down, etc.
·
TREATMENT
PLANT:
·
Unsaid
reason is that the treatment plant
does not function properly.
a. Lose water to treatment – May be large
amount.
b. Are “Production numbers are out of
treatment plant, not out of well heads, right?”
c. Produced water
d. Raw water
e. Pre and post treatment plant efficiencies
f.
Will
the rehabbed well(s) produce enough to run the treatment plant? Will the rehab help former problems?
·
Emergency?
a. Report within 6 days.
b. Report on a monthly basis of production on
a daily time-step for each well.
·
Trends
in groundwater levels for Bishop?
a. On chart (Jon’s), you can see intertie
opening, and aggregate of RR is almost the same with Bishop, as Bishop was on
its own several years ago.
b. Conservation has mitigated damage. Extra savings in pumping from Conservation.
c. Groundwater levels are dropping at 1-1 ˝
BISHOP
·
WY 18
387 Connections
·
Produced
166.22 AF, transferred 39.22 to RR
·
Consumption
at Bishop has dropped significantly from 157 AF in WY14 to 108 AF in WY18. Why?
Construction activity? Golf course well redrill?
·
Must
know combined capacity of rehabilitated well(s).
a. If 11 has been off line since WY 13, need
current pumping capacity.
b. Is Well 11 going to be refurbished and
restarted?
c. Why was it shut off
in WY 2014 and not used again?
·
SUSTAINED
YIELD OF WELL - “Sustained Yield of Well” means the continuous production
capacity of a Well as determined from a Pumping Test.
·
To
assess production limit: Which Well and daily
production volumes and instantaneous pumping rate of the Well, by well,
·
How a
well is performing, draw down, etc.
·
Unsaid
reason is that the treatment plant
does not function properly. (break
downs)
a. Lose water to treatment
b. Pre and post treatment plant efficiencies
c. Produced water
d. Raw water
e. “Production numbers are out of treatment
plant, not out of well heads, right?”
·
Emergency?
a. Report within 6 days.
b. Report on a monthly basis of production on
a daily time-step for each well.
·
Trends
in groundwater levels for Bishop?
a. On chart (Jon’s), you can see intertie
opening, and aggregate of RR is almost the same with Bishop, as Bishop was on
its own several years ago.
b. Conservation has mitigated damage. Extra savings in pumping from Conservation.
c. Groundwater levels are dropping at 1-1 ˝
·
Drinking
Water Protection Services (DWPS) regulates domestic water systems that serve
2-199 connections or systems that serve at least 25 people at least 60 days a
year. – Roger Van Horn (Drinking water program)
a. Which person regulates the Ryan Ranch
System
b. Quality problem?
c. Secondary Title 22 requirements problem?
U:\staff\Board_Committees\WSP\2019\03\Item-3.docx