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HomeMy WebLinkAbout2009-06-04 - Planning-Engineering-Operations Committee Meeting Agenda PacketYorba Linda
Water District
AGENDA
YORBA LINDA WATER DISTRICT
PLANNING - ENGINEERING - OPERATIONS COMMITTEE MEETING
Thursday, June 4, 2009, 4:00 PM
1717 E Miraloma Ave, Placentia CA 92870
COMMITTEE STAFF
Director William R. Mills, Chair Ken Vecchiarelli, General Manager
Director Paul R. Armstrong Steve Conklin, Engineering Manager
Lee Cory, Operations Manager
Ken Mendum, Ops Superintendent
John DeCriscio, Chief Plant Operator
PUBLIC COMMENTS
Any individual wishing to address the committee is requested to identify themselves and state the matter on
which they wish to comment. If the matter is on this agenda, the committee Chair will recognize the individual for
their comment when the item is considered. No action will be taken on matters not listed on this agenda.
Comments are limited to matters of public interest and matters within the jurisdiction of the Water District.
Comments are limited to five minutes.
2. ACTION CALENDAR
This portion of the agenda is for items where staff presentations and committee discussions are needed prior to
formal committee action.
2.1. Sewer Connection Fee for Mr. John Pierson at 5922 Highland Avenue
Recommendation: That Mr. Pierson pay the corrected Sewer Service fees, in
accordance with District policy.
3. DISCUSSION ITEMS
This portion of the agenda is for matters such as technical presentations, drafts of proposed policies, or similar
items for which staff is seeking the advice and counsel of the Committee members. This portion of the agenda
may also include items for information only.
3.1. Use of Membrane Bioreactor Technology for Landscape Irrigation
3.2. Monthly Groundwater Production and Purchased Water Report
3.3. Monthly Preventative Maintenance Program Report
3.4. Monthly MWDOC Managers Meeting Summary Report (To be provided at the meeting.)
3.5. Monthly OC Groundwater Producers Meeting Summary Report
3.6. Status Reports on Capital Projects in Progress
3.7. Future Agenda Items and Staff Tasks
4. ADJOURNMENT
4.1. The next regular meeting of the Planning- Engineering- Operations Committee will be held
July 2, 2009 at 4:00 p.m.
Items Distributed to the Committee Less Than 72 Hours Prior to the Meeting
Pursuant to Government Code section 54957.5, non - exempt public records that relate to open session agenda items
and are distributed to a majority of the Committee less than seventy -two (72) hours prior to the meeting will be available
for public inspection in the lobby of the District's business office located at 1717 E. Miraloma Avenue, Placentia, CA
92870, during regular business hours. When practical, these public records will also be made available on the District's
internet website accessible at http: / /www.ylwd.com /.
Accommodations for the Disabled
Any person may make a request for a disability - related modification or accommodation needed for that person to be
able to participate in the public meeting by telephoning the Executive Secretary at 714 - 701 -3020, or writing to Yorba
Linda Water District, P.O. Box 309, Yorba Linda, CA 92885 -0309. Requests must specify the nature of the disability and
the type of accommodation requested. A telephone number or other contact information should be included so the
District staff may discuss appropriate arrangements. Persons requesting a disability - related accommodation should
make the request with adequate time before the meeting for the District to provide the requested accommodation.
AGENDA REPORT
Meeting Date: June 4, 2009
To: Planning-Engineering-
Operations Committee
From: Ken Vecchiarelli, General
Manager
Presented By: Ken Vecchiarelli, General
Manager
Prepared By: Ariel Bacani, Engineering
Technician II
Budgeted:
Total Budget:
Cost Estimate:
Funding Source:
Account No:
Job No:
Dept:
Reviewed by Legal:
CEQA Compliance:
ITEM NO. 2.1
N/A
N/A
N/A
Developer Funded
N/A
N/A
Engineering
N/A
N/A
Subject: Sewer Connection Fee for Mr. John Pierson at 5922 Highland Avenue
SUMMARY:
Mr. John Pierson proposes to connect his corner property at 5922 Highland Avenue, Yorba Linda,
to the District sewer main on Lantana St. An exhibit depicting the location of the project is attached.
STAFF RECOMMENDATION:
That Mr. Pierson pay the corrected Sewer Service fees, in accordance with District policy.
DISCUSSION:
Mr. John Pierson first inquired about the sewer connection fees for his property at 5922 Highland
Avenue in April 2007. He was given an estimate of $3,146.00. On February 17, 2009, Mr. Pierson
approached the Engineering Department to confirm the quoted sewer fee. Staff informed the
applicant that the District had increased its Sewer Development Fees on July 1, 2008, and he was
given a new fee estimate of $5,155.00. In both estimates, Mr. Pierson was quoted the minimum
amount for the Frontage Fee, based on the actual length of sewer main fronting the property. On
May 20, 2009, the applicant informed the District that he will pay the $5,155.00 fee. Prior to
payment, Staff reviewed the fee estimate and determined that the Frontage Fee was calculated
incorrectly. The Frontage Fee was to have been based on the length of property side to which the
service connection is made, including the distance to the centerline of adjacent cross streets, per
District Sewer Rules and Regulations. With this correction, the sewer fee was recalculated to
$10,985.00. Mr. Pierson has requested an appeal of this change and desires to be assessed only
for the fees he was quoted.
Staff has met with Mr. Pierson, reviewed his request and explained that the Rules and Regulations
require fees be paid at the highest of three calculation methods. While staff admits the fee estimate
presented to Mr. Pierson was erroneous, collecting a fee that is substantially lower than other
residents have had to pay or will have to pay in the future to connect based on the correct
calculation method, is unfair to those other residents.
ATTACHMENTS:
Description: Type:
EXHIBIT.pdf Sewer Exhibit for 5922 Highland Ave. Exhibit
i i II
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------
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SUN KNOLL DRIVE 5922 HIGHLAND AVE/I I
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EX. 6" VCP SEWER
LANTANA ST. I
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PLAN
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Buena vhsra Ave Buena Vlsh Ave
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PROJECT
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VICINITY MAP
PREPARED BY:
SCALE: N.T.S.
YORBA LINDA WATER DISTRICT EXHIBIT DATE: 6 -1 -09
EL
1717 E. MIRALOMA AVENUE 5922 HIGHLAND AVENUE
PLACENTIA, CALIFORNIA 92870 FILENAME:
(714) 701 -3000
AGENDA REPORT
Meeting Date: June 4, 2009
ITEM NO. 3.1
Subject: Use of Membrane Bioreactor Technology for Landscape Irrigation
ATTACHMENTS:
Description:
CS1279EN.pdf Case Study
Type:
Backup Material
Water & Process Technologies
Australian Golf Course Recycles Municipal
Wastewater with Onsite ZeeWeed M BR
Application: ZeeWeed* MBR for wastewater reuse
Location: Beecroft, New South Wales, Australia
Capacity: 650 m3 /day (172,000 gpd)
Commissioned: March, 2008
Challenge
More than a decade of drought in south east
Australia, the worst on record, has severely stressed
water supplies and raised major concerns about
the sustainability of the region's water reserves.
Amid the drought, severe water restrictions were
imposed for more than four million residents in the
Greater Sydney area. Major cuts to irrigation were
also considered at agricultural lands, parks and golf
courses to conserve supplies.
For Pennant Hills Golf Club, one of Sydney's cham-
pionship golf courses, watering restrictions limited
its monthly use to 20,000 m3 (5.3 million gallons), an
amount that was well short of its requirements dur-
ing the dry summer months. The ongoing drought
conditions and watering restrictions posed a con-
tinuous threat to the sustainability of the business.
With regional reservoirs down to 20 percent capac-
ity and years of above average rainfall needed to
replenish these water reserves, Pennant Hills Golf
Club needed to look beyond conventional water
sources to ensure that it would have a
consistent, reliable supply.
a product of
e�cmagination
UO
Solution
Pennant Hills Golf Club began working with GE
Water & Process Technologies to find a solution to
its escalating water worries. GE's broad portfolio
and global experience helped the golf club find a
new untapped water source that flowed right
beneath the fairways of the course itself.
The first of its kind for Australia, GE's solution would
tap into a municipal sewer line and withdraw
wastewater as the source of a new, drought -proof
water supply for the golf club.
The team began plans for design and construction
of the sewer mining operation and water reclama-
tion plant and within nine months the system was
operational. Today, an advanced ecomagination-
certified ZeeWeed Membrane Bioreactor (MBR)
system transforms previously unusable wastewater
into sustainable, high quality water for irrigating the
club's greens, fairways and gardens.
Find a contact near you by visiting www.ge.com /water and clicking on "Contact Us".
Trademark of General Electric Company, may be registered in one or more countries.
©2008, General Electric Company. All rights reserved.
CS1279EN Jun -08
Located along the 101h fairway, the water recycling
plant is capable of treating up to 650 m3 (172,000
gallons) per day and recovers 98 percent of the wa-
ter from the waste stream. A separate plumbing
system directs Class A recycled water —the nation's
highest standard —to sprinklers throughout the
property.
Discretely placed among trees and gardens, and
partially buried in an embankment, the plant oper-
ates quietly, produces virtually no odor, and is
barely noticed by club members.
The advanced system combines ZeeWeed hollow -
fiber ultrafiltration membranes with biological
wastewater treatment to remove nutrients and vir-
tually all suspended particles. Chlorine and ultravio-
let light provide final disinfection before the water is
sent to a storage tank.
The high quality effluent meets or exceeds the
world's highest standards for water reuse, including
Australia's Class A Recycled Water Standard.
Results
In May 2008, GE awarded Pennant Hills Golf Club
with an ecomagination Leadership Award for its
innovative approach to solving its water scarcity
challenge and for reducing its demand on the
municipal potable water supply.
By reclaiming high quality effluent from municipal
wastewater, Pennant Hills Golf Club now has a
drought -proof supply of water for its irrigation
needs. The new water source also enables the golf
course to dramatically reduce its use of municipal
potable water and conserve as much as 94,600 cu-
bic meters (25 million gallons) of water per year.
To celebrate Pennant Hills Golf Club's environ-
mental leadership, GE also supplied over 1,800
members with a compact fluorescent light bulb.
Using up to 75% less energy and lasting up to 10
times longer than regular bulbs, the annual
energy savings from the CFL bulbs equals the
approximate energy consumption of the new
plant— making the Pennant Hills Water Reclamation
Plant virtually carbon neutral.
Screenings
to Disposal
Raw pump Station
Sewage
Sewer
Bypass
or Excess
Chlorine
GE tlltraTiltration
u! Membranes
Ultraviolet
..4 Recycled
•4 ,•., Water Storage
f .t
,
Irriga #ivn
98%
Recovery
Page 2 Case Study
AGENDA REPORT
Meeting Date: June 4, 2009
ITEM NO. 3.2
Subject: Monthly Groundwater Production and Purchased Water Report
ATTACHMENTS:
Description: Type:
GW Production and Purchased Water Report.doc GW Production and Purchased Water Report Report(s)
YLWD SOURCE WATER SUMMARY
Fiscal Year 2008 -09
Allowable GW (YTD) 11,095.3 (AF)
2,166.0 (AF)
Monthly CUP Pumping (AF) - (AF)
YTD CUP Pumping (AF) 2,200.6 (AF)
YTD CUP k- 101.6%
GW
(AF)
IMPORT
(AF)
TOTAL
DEMAND
(AF)
MONTHLY
GW
(%)
YTD
GW
(%)
BUDGET
(Demand Est.)
(AF)
DELTA
(%)
MONTH
Jul -08
Aug -08
Sep -08
Oct -08
1,535.2
1,170.0
2,705.2
56.7%
56.7%
2,997.8
-9.8%
1,610.9
1,112.0
2,722.9
59.2%
58.0%
2,949.4
-7.7%
1,481.3
974.4
2,455.7
60.3%
58.7%
2,587.8
-5.1%
1,473.7
916.6
2,390.3
61.7%
59.4%
2,182.8
9.5%
Nov -08
Dec -08
Jan -09
Feb -09
Mar -09
1,170.1
756.2
1,926.3
60.7%
59.6%
1,724.3
11.7%
747.4
359.1
1,106.5
67.5%
60.3%
1,551.1
- 28.7%
1,011.3
459.2
1,470.5
68.8%
61.1%
1,352.5
8.7%
772.5
193.4
965.9
80.0%
62.3%
1,293.9
- 25.4%
1,170.9
359.5
1,530.4
76.5%
63.5%
1,533.3
-0.2%
Apr -09
May -09
Jun -09
1,343.5
554.8
1,898.3
70.8%
64.2%
1,917.9
-1.0%
1,415.1
796.1
2,211.2
64.0%
64.2%
2,536.8
2,842.5
FYTD
13,732.0
7,651.3
21,383.2
64.2%
22,627.5
Allowable GW (YTD) 11,095.3 (AF)
2,166.0 (AF)
Monthly CUP Pumping (AF) - (AF)
YTD CUP Pumping (AF) 2,200.6 (AF)
YTD CUP k- 101.6%
WATER SUPPLY
FY 2008 -2009
May 2009 Water Supply
CUP
0.0%
IMPORT
36.0% GW
64.0%
2008 -2009 YTD Water Supply
YTD CUP Achieved
101.6% of 2,166 AF
Obligation CUP
10.3%
IMPORT GW
35.8% IU53.9%
GW BPP GOAL
52.0%
3500
M
2500
—2000
U-
Q
w
E
>° 1500
111I1I11
500
Total Water Use
o`5 6 Q% o0 0 o�' o0 0 o�' o0 6 o%' o0 6 o�' o0 0 o�' o o�' o0 0� Q%, o0 0� o%' o§' o� o�' o0 0� Q%' o0 0 o%' o0
Month
1106-07 1
Monthly Average Mean Temperature (OF)
008-09,
65.1 67.4
55.0
55.4
o`5 6 Q% o0 0 o�' o0 0 o�' o0 6 o%' o0 6 o�' o0 0 o�' o o�' o0 0� Q%, o0 0� o%' o§' o� o�' o0 0� Q%' o0 0 o%' o0
Month
24,000
22,000
20,000
18,000
16,000
14,000
Q
12,000
0
> 10,000
2008 -2009 YTD Water Supply
—4—Budgeted Total GW + Import
(Actual Total GW + Import
CUP - Adjusted GW Goal (60% of
Actual Total GW + Import)
—0—Actual GW Production
8,000
• 000
4 000
0
Jul-08
Aug -08 Sep -08 Oct -08 Nov -08 Dec -08 Jan -09 Feb -09 Mar -09 Apr -09 May -09 Jun -09
Month
ITEM NO. 3.3
AGENDA REPORT
Meeting Date: June 4, 2009
Subject: Monthly Preventative Maintenance Program Report
ATTACHMENTS:
Description: Type:
PM Program.doc PM Report Report(s)
PM Program
2008/2009
JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN
Percent of target 8% 1 17% 1 26% 1 33% 1 42% 1 60% 1 68% 1 67% 1 76% 1 83% 1 100%
HYDRANTS (3,869) Target; all hydrants to be serviced annually.
INSPECTED THIS MONTH
220
6661
3921
1921 661
1791
3641
4631
2201
611
718
INSPECTED THIS YEAR
220
7761
1,1681
1,3601 1,4261
1,606
1 1,9691
2,4221
2,642
1 2,6931
3,411
% TOTAL
6.7%
20.1%1
30.3%1
36.2%1 36.9%1
41.6%1
61.0%1
62.8%1
68.6%1
69.8%1
1
VALVES (10,00012= 6,000) Target; all valves to be operated every two years
OPERATED THIS MONTH
329
436
3401
6921
90 306
3811
6141
4291
9971
666
OPERATED THIS YEAR
329
764
19104
19696
19786 29092
29473
29987
3,416
1 49413
1 49979
% TOTAL
6.6%
16.3%
22.1%1
33.9%1
36.7% 41.8%
49.6%1
69.7%1
68.3%1
88.3%1
1
DEAD ENDS (487x2 =974) Target; all dead ends to be flushed twice each year.
FLUSHED THIS MONTH
0
01
01
4871
0 0
01
01
01
4871
0
FLUSHED THIS YEAR
0
01
01
4871
487 487
4871
4871
4871
9741
974
% OF TOTAL
0.0%
0.0%
0%1
60%
60% 60%
60%
60%
60%1
100%1
1
AIR VACS (309) Target; all airlvacs to be serviced annually.
INSPECTED THIS MONTH
21
110
16
6 3
0
7
1
132
180
0
INSPECTED THIS YEAR
21
131
1461
161 164
1641
1611
1621
2941
4741
474
% TOTAL
6.4%
42.4%
47.3%1
48.9% 49.8%
49.8%1
62.1%1
62.4%1
96.2%1
163.4%1
1
SEWER CLEANING (802,660) Target; all sewers to be cleaned annually.
CLEANED THIS MONTH
679643
639264
429684
669673 289173
469040
399180
219649
1 369860
1 629823
1 279437
CLEANED THIS YEAR
679643
1209907
1639691
2309264 2689437
3039477
3429667
3649306
1 4019166
1 4639989
4819426
% TOTAL
8.4%
16.1%
20.4%1
28.7% 32.2%
37.8%1
42.7%1
46.4%1
60.0%1
66.6%
SEWER TELEVISING (160,612) Target; all sewers to be televised every 6 years.
TELEVISED THIS MONTH
229684
169628
69174
129493
99423 149196
219867
109302
369369
289169
129796
TELEVISED THIS YEAR
229684
399112
469286
679779
679202 819398
1039266
1139667
1499916
1789076
1909871
% OF TOTAL
14.10%
24.4%
28.2%
36.0%1
41.9% 60.7%
64.3%
70.8%
93.4%
110.9%
AGENDA REPORT
Meeting Date: June 4, 2009
ITEM NO. 3.5
Subject: Monthly OC Groundwater Producers Meeting Summary Report
ATTACHMENTS:
Description: Type:
GWProducer Mtg Notes 13May09.pdf GWP Summary Report for May 2009 Backup Material
ML
MEMORANDUM
DATE: May 13, 2009
TO: Ken Vecchiarelli, General Manager
FROM: Steve Conklin, Engineering Manager
John DeCriscio, Chief Plant Operator
COPY: Pat Grady, Assistant General Manager
Lee Cory, Operations Manager
SUBJECT: Groundwater Producers Meeting, May 13, 2009
John DeCriscio and I attended the Groundwater Producers (GWP) Meeting on May 13 at
OCWD. Items presented and discussed included the following:
1. Groundwater Management Plan Update. The Draft Groundwater Management Plan
(GWMP) Update 2009 was distributed to the Producers for review and comment. The
GWMP is a State - mandated plan which must be completed is order to receive grant funds
from the State for groundwater - related projects. The primary goals presented in the
GWMP are means to: 1) protect and enhance groundwater quality of the basin, 2) protect
and increase sustainable yield of the basin, and 3) increase the efficiency of OCWD
operations. Review comments are due by June 24.
2. Review of FY 2009 -10 BPP/BEA/Pumping Limitation and Surcharge. It was
reiterated that starting July 1, the BPP will be 62 %, with an RA of $249/AF and a BEA of
$496/AF. If groundwater pumping exceeds 62% but does not exceed 64 %, the cost on
the overage will be the RA ($249) plus the BEA ($496). For pumping in excess of 64 %,
the cost will be the RA plus the BEA plus a surcharge of $2400 /AF.
3. Annexation Update. OCWD General Manager Mike Markus reported that in 2004,
OCWD signed a Memorandum of Understanding (MOU) with IRWD and the City of
Anaheim concerning the proposed process for annexation of new lands into OCWD. The
MOU also included means for any party to terminate the process, which OCWD is now
implementing. Thereafter, OCWD plans to take its Long -Term Facilities Plan to the
Board for approval this summer. Separately, the annexation process can still proceed,
whereby each agency that wishes to annex property to OCWD will submit a new
application and will prepare CEQA and other documentation as required.
4. GWR System Update. Concerning the proposed expansion of the GWRS treatment
plant, Mike Markus reported that proposals were received from six teams for design
services. By the end of May, staff hopes to identify the team it will recommend to the
Board for award of the contract for design of the plant expansion. Regarding plant
capacity, it is currently in the range of 50 mgd. In July, with the completion of a new
OCSD pump station, GWRS capacity can increase to 70 mgd. If OCWD proceeds with
the proposed plant expansion, the capacity will increase to a rate of 100 mgd in the
daytime and 70 mgd at night, resulting in a combined daily average of 85 mgd. The
current projected cost of the water is estimated to be $900 /AF with no additional grants
or subsidies. OCWD will continue to pursue these in an effort to reduce the unit cost.
5. Other. Mike Markus reported that Assemblyman Mike Duval has submitted ABI100,
which would allow the bottling of GWR System water for display and educational
purposes.
ITEM NO. 3.6
AGENDA REPORT
Meeting Date: June 4, 2009
Subject: Status Reports on Capital Projects in Progress
ATTACHMENTS:
Description: Type:
CIP Rept Jun09.pdf CIP Status Report dated June 1, 2009 Backup Material
CAPITAL IMPROVEMENT PROJECTS STATUS REPORT
Date: June 1, 2009
IN CONSTRUCTION
Project
Current Status
Next Actions
Comments
1
Zone 3 & 4 Trans Pipelines, Reach 5
Pipeline complete and in
Completion of punch- list
Pipeline is in operation. However,
Budget: $1,700,000 Job No. 200421
operation.
items, such as air- release
project completion is subject to
Project Contact: Joe Polimino
valves and valve cans, await
Shapell finishing the road and
Planned Completion Date: 2nd Qtr 2009
completion of road by the
parkway construction.
developer.
2
Lakeview Reservoir
The new reservoir is in
Budget: $11,500,000 Job No. 200704
operation. SSC Construction is
Project Contact: Joe Polimino
Planned Completion Date: May 2009
3
Highland Reservoir
Budget: $11,200,000 Job No. 200309
Project Contact: Leon de los Reyes
Planned Completion Date: July 2010
4
Well Capacity Optimization
The intent of the improvements is to
Budget: $1,000,000 Job No. 200813
allow the well to run through the
Project Contact: Leon de los Reyes
summer and then shut -down well
Planned Completion Date: TBD
and install a new liner next winter
when water demand is less.
5
Zone 4C Reconfiguration
Current Status
Next Actions
The planned construction
1
Budget: $1,500,000 Job No.200710
completion date for the pipeline and
Project Contact: Joe Polimino
the upgraded pressure reducing
Planned Completion Date: Dec 2009
station is December 2009. (no
Planned Completion Date: TBD
change)
6
Hidden Hills Res & Santiago BPS
Anticipated completion July 2010.
Budget: $7,000,000 Job No.200028
Project Contact: Joe Polimino
Planned Completion Date: July 2010
IN DESIGN
Project
Current Status
Next Actions
Comments
1
New Wells 20 & 21
Budget: $2,000,000 Job No.200711
Project Contact: Leon de los Reyes
Planned Completion Date: TBD
2
OC -51 Connection Upgrade
Budget: $242,000 Job No. 200815
Project Contact: Leon de los Reyes
Planned Completion Date:
3
Lakeview Sewer Lift Sta Upgrades
Current Status
Next Actions
Comments
1
Budget: $200,000 Job No. 200905
Project Contact: Hank Samaripa
Planned Completion Date:
IN PLANNING
CAPITAL IMPROVEMENT PROJECTS APPROVED BY THE BOARD (2007 -2012) THAT ARE STILL PENDING
1. Zone 5 (1000) Booster Station ($1,080,000)
2. Fairmont Booster Station Reconfiguration ($400,000)
3. Foxtail Drive Pipeline ($245,000)
4. Elk Mountain Reservoir Site Improvements ($300,000)
5. Fire Flow Improvements - -Via Sereno and Ohio ($125,000)
Project
Current Status
Next Actions
Comments
1
Highland Booster Station Upgrade
Budget: $7,000,000 Job No. 200814
Project Contact: Hank Samaripa
Planned Completion Date:
2
Fairmont Site Improvements
Budget: $300,000 (YLWD share)
Job No. 200803
Project Contact: Hank Samaripa
Planned Completion Date: TBD
3
Irrigation Water Study
Preliminary application
Continuing to look at options
Waiting for info on status of grant
Budget: $TBD Job No. 200807
submitted for grant funding.
for development of non - potable
funding application.
Project Contact: Steve Conklin
and recycled water use options.
Planned Completion Date: TBD
4
Anaheim Intertie Conn Imprvmts
Schedule site review meeting
Per 2004 Agreement, all
Budget: $250,000 (YLWD Share)
with Anaheim staff and
improvement costs will be equally
Job No. 200906
determine HGL for each
shared. District will take lead on
Project Contact: Hank Samaripa
having design plans prepared.
Planned Completion Date: TBD
CAPITAL IMPROVEMENT PROJECTS APPROVED BY THE BOARD (2007 -2012) THAT ARE STILL PENDING
1. Zone 5 (1000) Booster Station ($1,080,000)
2. Fairmont Booster Station Reconfiguration ($400,000)
3. Foxtail Drive Pipeline ($245,000)
4. Elk Mountain Reservoir Site Improvements ($300,000)
5. Fire Flow Improvements - -Via Sereno and Ohio ($125,000)