ENGINEERING UPDATE
Progress and status of engineering department work is described in this report for the period ending
August 31, 2020.
FACILITY PLANNING AND DESIGN EFFORTS
Engineering staff completed in-house planning and design work, and managed work by consultants.
A few highlights in ongoing work are as follows:
• Coto de Caza Lift Station Emergency Storage, C-1322C:
The Board accepted the MND and Mitigation, Monitoring
and Reporting plan following the completion of the study
and CEQA required outreach. The project is in the 100
percent design phase, and the District is completing
easement, traffic control plans and permit applications
required for the project.
• CWRP Influent Lift Station and Screening Project, C-1241T.004:
HDR continued in the preliminary design phase of the Screening and Electrical Modifications
project. The District has scheduled workshops for early September to review progress and
provide feedback.
• Oso WRP Upgrades and Expansion, C-1035N:
Aqua-Aerobics with the assistance of District staff
have been operating the Nereda pilot system since
mid-July. The nutrient (phosphorus, ammonia,
nitrate, total inorganic nitrogen) removal has met
design goals. Aqua-Aerobics continues to make
process adjustments to improve on solids removal,
which is not yet stabilized to meet goals.
• South Ranch Lift Station Pump Replacement, C-1656A: Lee and Ro is working on the 100
percent design submittal, incorporating District comments on the 75 percent submittal.
• Sendero and Esencia Cathodic Protection, C-1650G/H: MBI design is underway to design
cathodic protection facilities for pipelines in Sendero and Esencia.
• CWRP Secondary Treatment Expansion, C-1241T.012E: Design of the new Aeration Basins
is progressing. Heerup Engineering is approximately 90 percent complete with the structural
drawings, and the District is completing the mechanic and civil design work.
• Rienda Lift Station Design, C-1787: The District provided comments to Psomas on the 50
percent design. RMV is in the process of finalizing design details of the force main and other
pipelines that connect at the boundary of the lift station and Planning Area 3. Psomas is
addressing comments and developing the design. The project is still on schedule to be
operational in time for the PA-3 (Rienda) opening in spring 2022.
• Rienda Pressure Reducing Facility Design, C-1791: The District and Consultant Lee and Ro
are finalizing the contract process. Project work will kick off in September.
• CWRP Digested Sludge Holding Tank Rehab, C-1241U.011:
The District issued an amendment to the Sludge Holding Tank bid documents to incorporate
coating repair in Primary Clarifier 3. Award of the contract is anticipated in September 2020,
such that the coating work can be completed before the rainy season.
Recycled water production and production from the Lake Mission Viejo Advanced Water
Treatment Facility data is presented in the following graph and tables.
The Lake Mission Viejo Advanced Treatment
Facility operated throughout August with both
reverse osmosis trains in operation. The
August 2020 production was the highest
monthly production to date. The District has
optimized the operation through using
different practices and by finding the most
effective products such as membrane cleaning
chemicals.
The Lake Mission Viejo Association
continues to express interest in treating lake
water at the plant and returning product water
with very low TDS to improve the overall
TDS levels in the lake.
2017 2018 2019 2020
Jan - 6.2 2.7 -
Feb - 0.0 - -
Mar - 43.8 - 38.8
Apr - 39.6 - 9.3
May 7.1 44.5 11.8 45.8
Jun 24.8 44.7 23.8 48.7
Jul 33.9 48.0 25.7 49.1
Aug 40.3 39.1 23.8 50.7
Sep 34.8 24.5 36.9 -
Oct 44.4 24.8 49.7 -
Nov 7.1 23.4 34.9 -
Dec 17.5 22.4 3.8 -
Total 210.0 361.2 213.2 242.4
Table 1 - LMV ATF Production, Acre-Ft
The Oso Creek Water Reclamation Plant (Oso Creek WRP) provides recycled water primarily to
the western portion of the SMWD service area. Recycled water produced at the Oso Creek WRP
that exceeds recycled water demands is conveyed to Upper Oso Reservoir for seasonal storage,
which is typical during November through May. Recycled water storage in Upper Oso Reservoir
dropped from 3,200 acre-ft on July 31 to 2,800 acre-ft on Aug 31 out of 4,000 acre-ft capacity. As
a seasonal storage reservoir, it is typical for the amount of stored water to reduce throughout the
summer. The reservoir remains at a healthy level to continue to supplement the recycled water
produced at the water reclamation plants to meet the higher irrigation demands associated with
warmer weather.
.
2016 2017 2018 2019 2020
Recycled
Water
Recycled
Water
Recycled
Water
Recycled
Water
Recycled
Water
Jan 159 152 148 103 151
Feb 108 141 132 142 138
Mar 139 150 146 152 159
Apr 143 137 138 140 82
May 141 143 147 139 152
Jun 132 144 141 123 147
Jul 151 153 147 127 154
Aug 147 142 138 147 154
Sep 144 134 134 140 -
Oct 142 147 131 142 -
Nov 139 143 138 138 -
Dec 141 144 128 153 -
Total 1,684 1,729 1,667 1,645 1,138
Mo Ave 140 144 139 137 142
Table 2 - Oso Recycled Water Production, Acre-Ft
Oso Creek Water Reclamation Plant
In August, recycled water was consistently produced to meet demands and maintain storage.
Chiquita Water Reclamation Plant (CWRP) produces recycled water to meet the recycled water
demands primarily in the eastern portion of the SMWD service area, including Coto de Caza (CdC).
Pumps at CWRP and the Los Patrones Pump at Gobernadora convey recycled water to (CdC) where
it meets recycled water demands. Portola Reservoir storage dropped from 335 acre-ft on July 31 to
250 acre-ft on August 31 out of 500 acre-ft capacity. In August, the CdC used a total of
approximately 170 acre-ft of recycled water, 85 AF from Portola Reservoir/Gobernadora
Multipurpose Basins and 85 AF pumped from CWRP via the Los Patrones Recycled Water Pump
Station. The production for CdC is part of the production shown in Table 3 as the “Ladera” System,
which also serves Esencia.
CWRP responded to the SDGE FlexAlert notification on August 17, 18 and 19th by operating the
standby generator to power the influent lift station as allowed by the Governor’s proclamation in
response to extreme heat. A similar operation was implemented at Oso WRP. AQMD allowed the
District to operate the standby generators without counting toward the District’s allotment of
operating time for this incident. The District operated approximately three to four hours each day
during peak power demands to conserve electricity on the grid, as requested.
The District also replaced nine tons of coconut shell activated carbon in the Thickened Sludge Odor
Scrubber at the plant.
Ladera Talega Total Ladera Talega Total Ladera Talega Total Ladera+ Talega Total Year Mo. Ave Total
Jan 178 19 197 266 65 331 151 29 180 25 40 65 2014 330 3,959
Feb 79 16 95 343 79 422 26 19 45 219 74 293 2015 328 3941
Mar 123 83 206 272 47 318 38 17 55 136 45 181 2016 378 4,538
Apr 245 177 421 355 116 472 134 101 235 73 59 132 2017 363 4,355
May 212 140 352 358 129 487 89 86 174 253 132 385 2018 424 5,087
Jun 249 155 404 334 144 478 243 122 365 303 129 432 2019 283 3,399
Jul 273 182 454 312 178 491 300 155 455 337 172 510 2020 314
Aug 292 192 485 328 161 489 310 155 465 333 183 516
Sep 312 152 463 330 133 463 296 129 425 - - -
Oct 305 144 449 361 108 469 312 121 433 - - -
Nov 324 81 405 281 101 382 328 68 396 - - -
Dec 328 96 424 252 32 284 163 8 170 - - -
Total 2,918 1,437 4,355 3,793 1,294 5,087 2,388 1,011 3,399 1,679 834 2,514
Mo Ave 363 424 283 314
+ In 2020, the District began operating additional recycled water piping constructed in 2019 that
improved the hydraulic capability of conveyance from Chiquita to Upper Oso Reservoir. The Ladera flows
shown in the Table include recycled water conveyed to Upper Oso starting in 2020.
Annual RW Prod (AF)
Table 3 - CWRP Recycled Water Production, Acre-Ft
2017 2018 2019 2020
Chiquita Water Reclamation Plant
Operation of the 3A WRP transitioned from SMWD to MNWD in March 2019. The 3A production
for August 2020 was reported by MNWD. The reporting data shows the recycled water production
(1.638 mgd) exceeding the influent flow (1.437 mgd), indicating an error in the data. The report
notes MNWD is in the process of replacing the influent flowmeter.
CONSTRUCTION ACTIVITY
In the last two weeks of August, Contractors working on SMWD projects informed the District of
an industry/area-wide shortage on cement. Concrete batch plants stopped taking new orders,
impacting construction projects, especially projects involving construction of large concrete
structures such as the CWRP secondary clarifier and Trampas. Contractors began working on other
elements of the work as much as possible. At the time of this report, concrete availability was about
50 percent of normal, and projections that the availability would normalize in the near future. Some
information has associated the shortage with rolling blackouts caused by heavy power demands
during unusually high temperatures in August.
Trampas Reservoir, C-1773
Trampas construction is reported under separate cover in the Trampas monthly report.
Trampas Recycled Water Pump Station
Kingmen Construction is xx (July 59) percent
complete with the work on the Trampas
Recycled Water Pump Station construction. In
August, staff participated in a “remote” factory
witness test of the five Trampas Pumps at the
Flowserve factory. Participants had a view of
the pump in operation, factory staff monitoring
parameters such as vibration, and the real time
development of the flow vs pressure pump test
curve which they compared to the theoretical
pump curve. All five pumps passed the test and
have been delivered to SMWD.
MN SM Total MN SM Total MN SM Total MN SM Total Year Mo. Ave Total
Jan - - - 2 - 2 - - - 41 - 41 2014 62 745
Feb - - - - - - 12 3 14 - - - 2015 103 1,233
Mar 70 - 70 - 108 108 - 68 68 - - - 2016 111 1,331
Apr 123 - 123 - 210 210 - 177 177 - - - 2017 124 1,491
May 153 21 174 141 77 219 - - - 38 38 2018 153 1,836
Jun 140 36 176 135 75 210 - - - 136 136 2019 70 835
Jul 159 36 195 139 79 218 92 - 92 118 118 2020 61
Aug 146 34 180 139 87 226 115 - 115 156 156
Sep 140 41 181 134 84 218 128 - 128 - -
Oct 139 58 197 137 87 224 133 - 133 - -
Nov 139 49 188 123 78 201 90 - 90 - -
Dec 6 1 7 - - - 19 - 19 - -
Total 1,216 275 1,491 950 886 1,836 588 247 835 489 - 489
Mo Ave 124 153 70 61
Annual RW Prod (AF)
Table 4 - 3A WRP Recycled Water Production, Acre-Ft
201920182017 2020
Trampas Pump Factory-Witnessed Test
Chiquita WRP Secondary Clarifier, 1241.012E
Kingmen Construction Inc. (KCI) has continued to progress on the clarifier construction. The
current scheduled work is to begin to form and pour the structural elements. The crews are focused
on forming and setting rebar such that concrete can be poured as soon as it becomes available. The
construction contract is 34 percent complete as of August 31, 2020.
The stairway from the secondary clarifier area to
the tertiary treatment area takes shape.
The Activated Sludge Effluent Pipeline will
convey flow into the Secondary Clarifier from the
bottom, and the sludge pipeline will draw sludge
off the bottom.
The heavily reinforced center of the
clarifier will support most of the weight
of the mechanical collector and drive
transferred from the center column.
Plano Lift Station Odor Control and Sewer Realignment, transitions to the Plano Lift Station
Sewer Tie-in Project, C-1257D:
Pascal and Ludwig (P&L) completed the odor control system and sewer realignment construction,
and the Board accepted the work at the September 2nd Board Meeting.
The District created a new project to bypass the sewer vault
discovered on the site for demolition and construction of a new,
permanent access manhole. Shoffeitt Pipeline was selected to
complete the work. Shoffeitt Pipeline developed a robust 11 step
outage and work plan utilizing bypass pumping, gravity bypass,
temporary sleeves and other methods to complete the work and to
provide several levels of backup and flow capture to accommodate
unforeseen developments that may occur. Shoffeitt is expediting the
procurement of materials and scheduling crews with the goal of
completing the work in October before the potential for rain events
increases which causes higher flows in the sewer system.
Talega Recycled Water PSV and Ave Pico
Pipeline Connections, C-1486B:
L&S Constructors encountered leaking fittings
and pipe condition deficiencies in the area
where new recycled water piping connects to
existing piping. The existing pipe was installed
decades ago. At the request of SMWD, L&S
repaired the existing piping in conjunction
with the new pipeline connection construction
on a time and material basis. District staff are
in the process of reviewing the submitted
charges. Authorization for the extra work is
within staff authority for approval. The project
is xx (July 37) percent complete.
New bypass manhole and
main gravity bypass flow
(shown above),
Stemar bypass sleeve
(image on left)
Recycled Water Pipe Repairs
In Talega
Talega Lift Station Modifications, C-1511K:
Kingmen Construction, Inc. (KCI) continued to bypass
pump around the Talega Lift Station allowing installation
of new “right sized” sewage pumps, piping, and
appurtenant equipment. The work has minimal concrete
work and the cement shortage is not anticipated to extend
the bypass pumping operation beyond the planned outage.
The construction is 56 percent complete.
Pico Recycled Water Pump Station:
Kingmen Construction, Inc. (KCI) have completed most
station work and are waiting for the pumps to become
available for installation. District staff have completed
building the new control cabinet and are finalizing the
programming for the system. The program is complex,
involving communication with the City of San Clemente
to confirm recycled water availability at the water
reclamation plant, monitoring of reservoirs in Talega and
San Clemente, and coordination with the Trampas
Recycled Water Pump Station operation. The KCI work
is 11 percent complete.
Pico RWPS, Control Board, Designed and Built by
Santa Margarita Water District,
Design (below), Product (photo at right)
Talega Lift Station Rebuild
Relocation of Aufdenkamp (ACTM) Sections 2 and 3 at I-5 Widening (Leatherwood):
The District dewatered the ACTM and
Contractor Leatherwood severed the pipeline
at points where relocation will begin and end.
They welded dished heads on the ends to
prevent debris from entering the pipeline
prior to being put back in service. MWDOC
coordinated a regional meeting with joint
owners of the AMP. In order to expedite the
ACTM work to allow the subsequent AMP
work to proceed in April 2021 rather than in
the summer or later, MNWD, TCWD,
SCWD, ETWD and the City of San Clemente
all agreed to pitch in with SMWD to split the
total expediting fee of $35,000 required for
West Coast Pipe to work weekends and
additional shifts to fabricate the ACTM pipe
earlier than the normal lead time.
Leatherwood is about xx (July 5) percent
complete with the project.
CWRP Digester Hot Water Piping Replacement,
C-1241U.010
At the May 22, 2020 meeting, the Board approved the
Hot Water and Plant Air Piping Replacement Project
with a budget of $500,000. The District engineers,
operators and maintenance personnel have collaborated
to implement this project, designing, procuring
materials, and fabricating the new piping system. Once
the piping, supports, valves and pumps are installed,
insulation is required. The May staff memo identified
Karcher Insulation, Inc., a contractor specializing in
industrial type pipe insulation, to provide and install the
insulation. District staff have had good experience with
this company prior to joining the District.
The District has procured piping materials and
fabricated about 75 percent of the pipe system in the
District mechanical shop. The remaining connections
must be made in place as the piping is mounted on the
digester building and along the outside of the digesters.
SMWD Dewaters ACTM so that the
Pipeline can be Severed and Rerouted
SMWD Mechanic Welding New Hot
Water Pipe (above),
Pipe Ready for Installation (lower left)
Upper Chiquita Reservoir Storm Repairs, C-1543A.12
(JES Contractors)
The District issued a contract to JES Contractors to complete
repairs from storm damage at Upper Chiquita from the
February 2019 storms. This project was deferred until
previous vegetation was complete and approved by regulatory
agencies.
Cristianitos Creek / South County Pipeline Vicinity Storm Damage Repairs, C-1486
During the Feb 2019 storms, heavy rainfall and runoff damaged the slope between Cristianitos Road
and the adjacent creek, along the alignment of the South County Pipeline. GMU conducted an
investigation and issued a recommendation shown in the illustration below to repair the damage.
Dudek is pursuing the required permits from the regulators. Permits are likely to be in hand in late
September. SMWD is otherwise ready to issue contracts to Sukut, GMU and Sandy Leatherman
and proceed with the work in October. The cost of the work will be reimbursed from the CalOES
funding available for Feb 2019 storm damages.
Bank Repair – Cristianitos Road
UCR Storm Damage