HomeMy WebLinkAbout2008-07-21 _EQAC_AgendaDATE /TIM E
LOCATION:
Roll Call
AGENDA
CITY OF NEWPORT BEACH
ENVIRONMENTAL QUALITY AFFAIRS
COMMITTEE
Monday, July 21, 2008 - 7:00 p.m.
Police Department Auditorium
870 Santa Barbara Drive
1. Minutes of June 16, 2008 (draft minutes attached)
2. Report from Subcommittee on DEIR for San Diego Creek Channel (Upper Newport Bay to 1-
405) Programmatic Operations and Maintenance Project and review and approval of
comments (Project Description and Subcommittee report attached)
3. Task Force on Green Development Representatives' Report
4. Coastal /Bay Water Quality Committee Representatives' Report
5. Economic Development Committee Representative's Report
6. Report from Staff on Current Projects
a. Status of code enforcement at corner of Coast Highway and Dover Drive
b. Others
7. Public Comments
8. Future Agenda Items
9. Adjournment
NEXT MEETING DATE: August 18, 2008
Page 1
AGENDA
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Council then scroll to and click on Agendas and Minutes then scroll to and click on Environmental Quality Affairs.
If attachment is not on the web page, it is also available in the City of Newport Beach Planning Department, 3300
Newport Boulevard, Building C, 2nd Floor.
Page 2
CITY OF NEWPORT BEACH
ENVIRONMENTAL QUALITY AFFAIRS COMMITTEE
DRAFT MINUTES 6 -16 -08
Draft minutes of the Environmental Quality Affairs Committee held at the City of Newport
Beach City Council Chambers, 3300 Newport Boulevard, on Monday, June 16, 2008.
Members Present:
X
Nancy Gardner, Council Member
X
Sandra Haskell
E
Michael Henn, Council Member
E
Barry Allen
X
Bruce Asper
X
Kristine Adams
X
Dolores Ottin , Vice Chair
E
Susan Knox
X
Kimberly Jameson
X
Arlene Greer
X
Kevin Kelly
X
Timothy Stoaks
X
Laura Dietz
Ray Halowski
X
Kenneth Drellishak, Chair
X
Barbara Thibault
E
Laura Curran
X
Merritt Van Sant
X
Michael Smith
E
Robert Rush
X
Michael Pascale
Staff Representatives:
Guests:
X
James Campbell, Senior Planner
Rick Julian, AERIE proponent
Brion Jeannette, AERIE architect
Wun Sze Li, AERIE architect
Chairperson Ken Drellishak called the meeting to order at 7:05 p.m.
1. Minutes of May 19, 2008
Sandra Haskell moved to approve the minutes. Kevin Kelly seconded the motion.
Motion passed unanimously
2. Report from subcommittee on AERIE project (101 Bayside Place and 202 and
207 Carnation Avenue) and review and approval of comments on Draft
Mitigated Negative Declaration
Dolores Otting noted that the project description was not distributed for all committee
members to review. The committee reviewed and made changes to the draft comments.
I
Arlene Greer moved approval of the comments as amended, and Sandra Haskell
seconded the motion.
Motion passed unanimously
3. Task Force on Green Development Representative's Report
? ? ? ? ? ??
4. Coastal /Bay Water Quality Committee Representative's Report
? ? ? ? ??
5. Economic Development Committee Representative's Report
Ken Drellishak reported that the EDC had reviewed a revised and updated Economic
Development Policy and changes anticipated to Committee Membership.
6. Report from Staff on Current Projects
None
7. Public Comments
None
8. Future Agenda Items
The Committee wanted an update on the status of the proposed commercial shopping
center planned for the corner of W. Coast Highway and Dover.
9. Adjournment
Chair Drellishak adjourned the meeting at 8:45 p.m.
Chapter 2
Project Description
Chapter 2
Project Description
Introduction
This chapter provides a detailed explanation regarding the description of the
proposed project, regulatory requirements, the project location, and the existing
conditions of the project site and surrounding areas.
Project Background
San Diego Creek Channel was constructed as a flood control facility between
1963 and 1964 to convey up to 33,400 cubic feet per second (cfs) of runoff. The
lower watershed was developed around the improved creek, relying on its flood
control capacity to protect life and property. Surrounding land uses include
residential and institutional buildings, as well as the Irvine Ranch Water District
(IRWD) Michelson Water Reclamation Plant. Recent engineering analyses of
the flood control capacity of lower San Diego Creek Channel showed that
accumulation of sediment and vegetation growth had reduced the flood control
capacity of the facility from 100 -year storm conveyance (33,400 cfs) to
approximately a 5 -year storm conveyance (18,000 cfs) capacity (refer to
Appendix B). The encroachment of vegetation within the channel conveyance
area due to the inability to secure permits for maintenance was determined to be
the primary cause contributing to the flood control deficiency. According to an
inundation study conducted on behalf of IRWD by Tettemer and Associates,
escape of floodwaters over the creek levees and inundation of IRWD's facility is
probable in a 5 -year flood event or larger. Inundation of the facility is expected
to cause failure of the pumps, which could potentially discharge up to 4 million
gallons per day (mgd) of untreated sewage into San Joaquin Marsh and Upper
Newport Bay. Escape of floodwaters over the channel levees would also
inundate surrounding areas, including assisted housing and a church.
San Diego Creek Channel flows into Newport Bay, which is the second largest
estuarine embayment in southern California and the location of a state ecological
reserve containing many endangered species. Upper Newport Bay also provides
a significant spawning and nursery area for commercial and noncommercial
fisheries. The San Diego Creek Channel is the primary freshwater input into
Newport Bay. To a large extent, the continuing health of Upper Newport Bay
and its endangered species is dependent upon wise management of the watershed
and San Diego Creek Channel. Adjacent to San Diego Creek Channel, between
San Diego Creek Channel June 2008
(Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project 2 -1
Draft EIR icF AS 06e37.06
County of Orange Chapter 2. Project Description
Resources and Development Management Department
Michelson Drive and MacArthur Boulevard, is San Joaquin Marsh. This is the
largest coastal freshwater marsh in southern California. Although the San Diego
Creek Channel was originally constructed for flood control purposes, it has also
evolved to serve as a corridor for wildlife movement between the bay, marsh, and
upland areas and provides enhanced habitat area to San Joaquin Marsh. The
combination of Upper Newport Bay and San Joaquin Marsh provides an
important habitat resource unique to southern California.
Since the late 1970s, excess sediment entering Newport Bay from San Diego
Creek has been identified as creating an impairment to the beneficial uses of the
bay, impacting habitat, recreation, and navigational uses. The bay and creek
were the focus of a Clean Water Act (CWA) Section 208 study and subsequent
Section 303(d) listing. As a result of the Section 208 study, three in -line channel
sediment basins (between MacArthur and I -405) were constructed to trap
sediment before discharge into Upper Newport Bay. Basin Nos. I and 2 were
constructed as part of the Early Action Plan in 1982. Basin No. 3 was
constructed in the mid 1990s. Sediment removal plans for Basin No. 1 were
prepared in 1993, which modified the limits of the basin. Mitigation for impacts
to jurisdictional waters included a 40 -foot vegetation buffer along the right side
of the channel parallel to the in -line channel sediment basin reaches. A grouted
riprap weir was also constructed downstream of Jamboree Road at the outlet to
Upper Newport Bay.
In March 1999, the Santa Ana Regional Water Quality Control Board ( RWQCB)
adopted a total maximum daily load (TMDL) for sediment in the Newport
Bay /San Diego Creek Channel watershed intended to reduce sediment impacts
over a multi -year period (see Appendix C). The objectives of the TMDL are to
reduce the annual average sediment load in the San Diego Creek Channel
watershed from a total of 250,000 tons per year to 125,000 tons per year,
calculated over a 10 -year period (a 50% reduction). In addition, the 125,000 tons
per year annual average sediment load target is allocated equally between the San
Diego Creek Channel watershed (62,500 tons per year) and the Newport Bay
watershed (62,500 tons per year). The sediment TMDL is also intended to
reduce the frequency of dredging within Upper Newport Bay. The sediment
TMDL specifically identifies in -line channel Sediment Basins 1, 2, and 3 and
indicates that the basins will be maintained to have at least 50% of design
capacity available prior to November 15 of each year.
On November 19, 1999, the Santa Ana RWQCB also adopted Monitoring and
Reporting Program No. 99 -74, which requires monitoring and reporting in
accordance with the requirements of the sediment TMDL (see Appendix D). The
sediment monitoring and maintenance program consists of two study area
elements: (1) the Upstream Monitoring Element, which includes those activities
performed in the San Diego Creek Channel watershed upstream of the Jamboree
Road bridge, and in the Santa Ana - Delhi Channel, and (2) the Newport Bay
Monitoring Element, which includes those activities performed in the Upper and
Lower Newport Bay.
San Diego Creek Channel June 2008
(Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project 2_2
Draft EIR ICP AS 06837.06
County of Orange Chapter 2. Project Description
Resources and Development Management Department
The U.S. Army Corps of Engineers (USACE) authorized emergency dredging
and vegetation removal activities within the San Diego Creek Channel during the
2003/2004 rainy season. However, the bird nesting season prevented removal of
all sediment required to reestablish flood capacity in the channel.
In December 2006, following litigation and extended negotiations, permits were
issued from the USACE, U.S. Fish and Wildlife Service (USFWS), RWQCB,
and California Department of Fish and Game (CDFG) to authorize the County to
proceed with interim maintenance within Basins 2 and 3 (from Campus Drive to
approximately 1,000 feet downstream of Michelson Drive) and in the Upper
Channel Reach (1,000 feet downstream of Michelson Drive to Interstate 405
Freeway [I -405]) of the San Diego Creek Channel. In March 2007, the County
conducted maintenance activities within this area of the channel, including
sediment and vegetation removal (retaining the 40 -foot vegetated buffer zone).
Additionally, native trees with a diameter at breast height (dbh) of greater than 3
inches and exotic vegetation were removed from the buffer area. The exotic
vegetation removal was conducted in accordance with the Exotic Plant
Eradication and Control Plan (Chambers Group 2004).
Proper maintenance of the flood control facilities would allow for the full
operation of the in -line channel sediment basins in this reach of channel,
providing water quality protection of Upper Newport Bay and the San Joaquin
Marsh, and management of riparian habitat for sensitive species. The purpose of
the in -line channel sediment basins is to prevent excessive discharges of
sediment from entering into Upper Newport Bay. This purpose would be
achieved by periodic removal of accumulated sediment in a basin when the
sediment exceeds approximately 50% of the basin capacity. Conversely,
inadequate or restricted maintenance could allow uncontrolled vegetation growth
that could block the function of the in -line channel sediment basins.
The lower San Diego Creek Channel has evolved into a multi -use facility to 1)
provide flood control protection, 2) provide sediment capture, 3) serve as a
wildlife corridor and enhancement to San Joaquin Marsh, and 4) provide regional
recreation opportunities. If the maintenance operations of any single beneficial
use are given priority over the others it could threaten the health of Upper
Newport Bay. Development of the Operations and Maintenance (O & M)
manual is, therefore, a balance of maintenance activities designed to best protect
human life and property along the channel and balance the ecological resources
of the channel.
Project Purpose
The purpose of the project for San Diego Creek Channel is to implement
standard procedures through the O & M manual to insure the continued
maintenance of Orange County Flood Control District (OCFCD) Facility 05 for
the public health and welfare that meet both the flood control district's standards
for flood protection and the regulatory agencies' requirements for water quality
and sensitive species management. Development of the O & M manual is a
balance of maintenance activities designed to best protect life and property, San
Joaquin Marsh, and Upper Newport Bay.
San Diego Creek Channel June 2008
(Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project 2_3
Draft EIR ICFJ&S06837.06
County of Orange Chapter 2. Project Description
Resources and Development Management Department
Project Objectives
The proposed project is intended to restore and maintain the 100 -year flood
capacity in the reach of the San Diego Creek Channel from I -405 to the Upper
Newport Bay to protect the public, adjacent land uses, and the higher quality
habitats in San Joaquin Marsh and Upper Newport Bay from flood damage,
sedimentation, and inundation by raw sewage. Accordingly, through routine
maintenance and periodic sediment removal, the objectives of the proposed
project include the following:
■ Provide for timely and consistent routine operations and maintenance in the
lower San Diego Creek Channel to sustain 100 -year flood control capacity in
the channel. This objective is essential to the success of the proposed
maintenance project.
■ Protect life and property adjacent to and downstream of the channel from
flooding and environmental degradation. This objective is essential to the
success of the proposed maintenance project.
■ Provide for ongoing operations and maintenance of the San Diego Creek
Channel within the project area to maintain the 100 -year flood capacity
without the need for capital improvements. Capital improvements are
defined by the County as acquisitions, additions, and improvements to fixed
assets, such as buildings, building improvements, and land purchases
(County of Orange 2005).
• Avoid discharge of untreated sewage from the IRWD reclamation plant to
the San Joaquin Marsh and Upper Newport Bay resulting from breach of
flood control levees from less -than- design - intensity storms.
• Manage and maintain existing wildlife corridor and riparian vegetation
within the 40- foot -wide vegetation buffer.
• Protect beneficial uses in Upper Newport Bay by reducing impact of
sedimentation on endangered species in the bay.
• Improve long -term water quality benefits to San Diego Creek and Upper
Newport Bay.
Project Location and Existing Conditions
Regional and Local Setting
The San Diego Creek Channel watershed incorporates approximately 112.2
square miles in central Orange County, California. San Diego Creek is the
primary tributary of the watershed. The channel extends northeast/west from the
foothills of Irvine and Lake Forest and discharges into the Upper Newport Bay
and ultimately the Pacific Ocean (see Exhibit 2. 1, "Regional Location "). The
channel was originally constructed in 1963 and 1964 and serves as the primary
flood control facility for the watershed.
:r Newport Bay to Interstate 405)
ammatic Operations and Maintenance Project 2-4
EIR ICF AS 0683706
aaY.
�L
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I r Jones &Stokes oMiles San Diego Creek Flood Control Channel
(Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project
County of Orange Chapter 2. Project Description
Resources and Development Management Department
The proposed project reach extends approximately 15,000 linear feet from the
Upper Newport Bay at the Jamboree Road crossing, upstream to I -405. The
proposed maintenance project has been divided to include the reach that extends
from I -405 to Campus Drive (Reach I) and from Campus Drive to Upper
Newport Bay (Reach II) (see Exhibit 2.2, "Project Vicinity Map ").
Existing Site Conditions
The Reach I channel segment incorporates the reach of San Diego Creek Channel
that extends from Station 80 +00 at Campus Drive to I -405 at Station 156 +00.
The San Joaquin Channel (Facility F14) confluences with the San Diego Creek
Channel along this reach at Station 135 +20. The confluence includes a
reinforced concrete drop structure and riprap pad along the right bank at the
junction. A bridge structure has been constructed over the top of the drop
structure to allow continuous maintenance and recreational access along the right
bank. The channel along this reach generally consists of a trapezoidal earthen
section with a base width of 150 feet, 3- foot - horizontal to 1- foot - vertical side
slopes, and a 40 -foot vegetation buffer along the right bank.
Reach II of the project site generally consists of earthen trapezoidal segments
with base widths of approximately 254 feet at Jamboree Road to 150 feet at
I -405. The channel height varies from 24 to 14 feet with side slopes of 3 -feet
horizontal to 1 -foot vertical. On the downstream side of the Jamboree Road
bridge (Station 8 +20), a grouted riprap weir was constructed across the outlet of
the channel. Access roadways are located along both the left and right (looking
upstream) banks. The right bank is designated as a Class I bikeway by the City
of Irvine Year 2000 General Plan Update (1999). The left bank contains a
fragmented dirt trail that was nominated by the City of Irvine and received the
honorary "National Historic Landmark Trail" designation (Personal
Communication Jeff Dickman). Within the project site, this trail is completed
only between Campus Drive and Newport Bay. In these areas, non - native
vegetation removal would take place up the bikeway and trail.
The channel has been modified over the years to include three in -line channel
sediment basins to control the volume of sediment entering the Upper Newport
Back Bay. The in -line channel sediment basins were constructed within the
channel beginning with the Early Action Plan in 1982 (Basins Nos. 1 and 2), and
in 1989 (Basin No. 3). These in -line channel sediment basins are located
between MacArthur Boulevard and I -405 (see Exhibit 2.3 "Facility Locations ").
The in -line channel sediment basins begin upstream of MacArthur Boulevard,
starting with a grouted riprap grade control structure at Station 31 +80. Riprap
grade control structures have been constructed at the upstream and downstream
ends of each of the three in -line channel sediment basins. Basin No. 1 extends
from Station 34 +00 to Station 76 +00 within the Reach II channel reach. Basin
No. 2 extends from Station 82 +00 to Station 98 +00, and Basin No. 3 extends
from Station 100 +00 to Station 135 +00, within the Reach I channel reach (also
refer to Exhibit 2.2).
sego ureek unannei June 2008
.r Newport Bay to Interstate 405)
ammatic Operations and Maintenance Project 2 -5
EIR icF AS 06e3706
County of Orange Chapter 2. Project Description
Resources and Development Management Department
Numerous storm drain laterals also discharge to the creek along the project reach.
These laterals generally consist of a reinforced concrete outlet structure and
riprap erosion protection. IRWD operates a water intake to the San Joaquin
Wildlife Sanctuary within 200 feet of the upstream limit of Basin No. 2. This
inlet is part of a large concrete weir structure. An associated outlet from the
wildlife sanctuary is located in the north bank within Basin No. 2. University of
California Natural Reserve System ( UCNRS) also operates an intake structure to
the San Joaquin Freshwater Marsh Reserve near Station 70 and two outlet
culverts in the north bank of Basin 1. In addition, the CEQA- approved Marsh
Reserve Phase 2 Restoration and Enhancement Project will construct a third
outlet culvert near Station 60 in the north bank of Basin 1. Construction is
anticipated in 2008.
Surrounding Land Uses
Existing land uses in the vicinity of the project site include the Upper Newport
Bay Ecological Reserve, UCNRS San Joaquin Freshwater Marsh Reserve,
(Natural Community Conservation Planning [NCCP] Reserve land), IRWD San
Joaquin Marsh Wildlife Sanctuary (non -NCCP Reserve land), IRWD Michelson
Water Reclamation Plant, William R. Mason Regional Park, Rancho San Joaquin
Golf Course, University of California at Irvine (UCI), and industrial, residential,
and commercial development. Exhibit 2.3 depicts the location of these facilities
in relation to the lower San Diego Creek Channel.
Existing Land Use Designations
Portions of the project site are located within the Cities of Irvine and Newport
Beach. Project activities associated with sediment and vegetation removal would
occur within an area designated for Conservation Open Space
Preservation/Recreation uses in the City of Irvine Year 2000 General Plan
Update (March 9, 1999) and within an area designated for Open Space uses in
the City of Newport Beach General Plan (July 2006). The Irvine Conservation
Open Space- Preservation/Recreation land use designation identifies lands that
contain biotic communities of high significance for permanent preservation with
little or no modification. Flood control facilities are an allowed use under this
designation. The Newport Beach Open Space land use designation is intended to
provide areas for a range of public and private uses to protect, maintain, and
enhance the community's natural resources. Implementation of the proposed
project would not require zoning changes or general plan amendments in the City
of Irvine or the City of Newport Beach.
The City of Newport Beach General Plan also lists San Diego Creek Channel as
an Environmental Study Area (ESA) and Basin 1 as an Environmentally
Sensitive Habitat Area (ESHA). According to the general plan, ESAs are
undeveloped areas supporting natural habitats that may be capable of supporting
sensitive biological resources or that function as a migration corridor for wildlife.
In addition, portions of ESAs within the coastal zone that contain sensitive or
rare species are referred to as ESHAs. As defined by the California Coastal Act,
ESHAs are areas in which "plant or animal life or their habitats are either rare or
sego creeK unannel June 2008
n Newport Bay to Interstate 405)
ammatic Operations and Maintenance Project 2_6
EIR ICF AS 06831.06
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c 0.5 1 Project Vicinity Map
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�'� Jones & 5��1 {e5 (Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project
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11RO7 A Miles San Diego Creek Flood Control Channel
�'� Jones & 5��1 {e5 (Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project
County of Orange Chapter 2. Project Description
Resources and Development Management Department
are especially valuable because of their special nature or role in an ecosystem
that could easily be disturbed or degraded by human activities and
developments." The California Coastal Act requires that ESHAs be protected
against any significant disruption of habitat values. Only uses dependent on
those resources areas are allowed within ESHAs. Adjacent development must be
sited and designed to prevent impacts that would significantly degrade the ESHA
and must be compatible with the continuance of the ESHA.
Proposed Project
The proposed project is the adoption and implementation of the existing O & M
manual. County activities under the O & M manual would be a continuation of
past routine and emergency channel maintenance activities in most of the same
areas and using many of the same techniques. The manual contains guidelines
for recommended inspection activities and schedules, notifications, reporting,
and the routine maintenance activities and their related frequencies for the Lower
San Diego Creek Channel from Upper Newport bay to I -405. The manual
includes existing cooperative agreements related to the channel operation and
maintenance, and incorporates the requirements of the agreements in the overall
program. The manual also includes thresholds and procedures to notify
regulatory agencies and monitoring plans to evaluate biological impacts and
water quality during scheduled sediment removal maintenance activities. The
O & M manual is intended to serve as a comprehensive guide for maintenance
and operation of the San Diego Creek Channel, OCFCD Facility No. 05, between
Jamboree Road and the I -405.
The O & M manual provides a comprehensive approach to managing the cost
and environmental impact of maintenance, while restoring the original flood
control capacity of 33,400 cfs of the channel, and is anticipated to produce an
overall benefit to the public. The manual would be used by County staff to
ensure that routine maintenance practices are conducted in an efficient,
consistent, and environmentally sensitive manner.
The O & M manual is incorporated herein by reference and is included herein as
Appendix E. The O & M manual serves as the primary project description for
the EIR. The draft O & M manual contains the following main project elements,
which are described in greater detail below:
• facility inspections,
• routine maintenance activities,
• vegetation management,
• sediment removal, and
• emergency repair work.
Facility inspections include semiannual inspections during the spring and fall
seasons. These inspections would determine whether the channel zones and the
flood control systems are properly functioning. In addition, the inspections
tr Newport Bay to Interstate 405)
ammatic Operations and Maintenance Project 2_7
EIR ICF J850683706
County of Orange Chapter 2. Project Description
Resources and Development Management Department
would ensure compliance with all requirements of applicable agreements and
regulatory permits. The results of the inspections would be documented and
would involve locating and recommending repairs, surveying sediment levels in
the three in -line channel sediment basins, and inspecting the vegetative growth in
the channels and along the established 40 -foot wide vegetation buffer. Table 2 -1
provides a list of facility inspection items for each zone of the channel. Other
miscellaneous inspection items include:
■ Loose /Grouted Riprap Grade Control Structures
■ Displaced of settled rock
• Cracked or broken grout
• Exposed or damaged filter fabric
• Degradations of rock
• Voids or unprotected sub -grade soils
• Damaged or missing wier boards /channels
■ RCPs, CMPs, and RCBs Entering Channel
■ Erosion around outlet structures
■ Damage to structures
• Obstructions or non - functioning outlets
• Missing or displaced erosion protection
■ Other Inspection Items
• Monitoring of work performed by other agencies /utilities (with Permits)
• Illegal access and usage of facilities
• Encroachments into OCFDC right -of -way
A detailed schedule for the routine maintenance activities is provided in the
O & M manual. Routine maintenance activities include:
• weed /vegetation control,
• sediment removal,
• rodent control,
• channel clearing,
• grading access roads,
• flash board operation,
• channeVslope repair,
• recreation trail maintenance,
• exotic vegetation removal,
• re- planting vegetation,
)!ego CreeK Channel June 2008
:r Newport Bay to Interstate 405)
ammatic Operations and Maintenance Project 2 -8 ICF JBS 06837.06
EIR
County of Orange
Resources and Development Management Department
Table 2 -1: Summary of Channel Zone Characteristics and Inspection Items
Chapter 2. Project Description
Zone Name Location Purpose of Zone Inspection Items
1
N
Maintenance
Access Road
West Bank
3 West Bench
4 Basins or
Channel
Bottom
5 Vegetation
Corridor
6 East Bank
7 Recreational
Trail
The maintenance
access roadway on
the top of the
channel levee and the
back slope of the
levee to the flood
control right -of -way.
The portion of the
original flood
channel bottom.
For inspection access
during storm and high
flow conditions, and
maintenance access for
routine and emergency
activities.
For flood control
capacity and sediment
management. Sediment
removal in the basin
would include staging
activities on the west
bank.
The westerly channel For flood control and
slope surface. sediment activities.
The basin zone is the
series of in -line
channel sediment
basins constructed to
reduce sediment
accumulation in
Upper Newport Bay.
40- foot -wide strip of
the channel with
natural vegetation.
To trap storm -
generated sediment.
To provide natural
habitat within the
channel to serve as a
wildlife link to other
areas.
Erosion & rutting
Washouts
Obstructions on roadway
Vegetation overgrowth
Ponding or drainage problems
Fencing damage
Gates locked and working properly
Undesired vegetation/overgrowth
Slope erosion or sloughing
Burrowing animals or rodents
Toe cutting/washouts
Slope settlement(bulging
RCPs, CMPs, or RCBs entering
channel
Trash/debris accumulation
Undesired vegetation/over growth
Extreme silt build up
Water ponding
Trash/debris accumulation
Sediment build up
Undesired vegetation/overgrowth
Trash/debris accumulation
Undesired vegetation/overgrowth
Easterly channel For flood control and Same as Zone 2
slope surface. grassland habitat.
The area east of the
top of the channel
slope that includes
paved access and a
recreational trail.
For flood control
maintenance access
and recreational uses.
Erosion & rutting
Washouts
Obstructions on roadway
Vegetation overgrowth
Pending or drainage problems
Fencing damage
San Diego Creek Channel June 2008
(Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project 2 -9
Draft EIR ICF J&50683].06
County of Orange Chapter 2. Project Description
Resources and Development Management Department
■ utility maintenance,
■ storm drain lateral inspection, and
■ geomatic and biological surveys.
The semiannual inspections would determine the necessity of the routine
maintenance activities. The criteria used to determine the need for maintenance
would vary but would include the need to provide the required flood carrying
capacity, maintain the in -line sediment channel basins, and manage the channel
vegetation to the maximum allowable condition. The guidelines for the spring
and fall maintenance activities for each of the channel maintenance zones are
included in Table 2 -2. Vegetation management includes both inspection and
management for maintaining acceptable vegetative cover for flood conveyance
while maintaining the beneficial uses for wildlife habitat. The management
would control vegetation in the channel invert, the in -line channel sediment
basins, and along the channel banks. The management would vary depending on
the season and zone of the channel. The O & M manual provides detailed
schedules of when vegetation management could and would occur.
The Basin Plan TMDL for Sediment in the Newport Bay /San Diego Creek
Watershed identifies Basin Nos. 1, 2, and 3. The sediment TMDL indicates that
the basins will be maintained to have at least 50% of design capacity available
prior to November 15 of each year. The O & M manual outlines the management
sediment and supports the established cooperative agreement between IRWD and
the OCFCD regarding each agency's responsibility for the removal of sediment.
Prior to any sediment removal activities, OCFCD and IRWD would apply and
acquire all the required permits, respectively, per the O & M manual.
Emergency repairs would only be performed when the conditions are defined as
emergency. An emergency is when there is a threat to life, public health, and
safety, including an imminent and significant loss of public and private property.
Channel- related emergencies could be caused by events of extreme rainfall
runoff, failure of system elements, breach or erosion of channel banks, or the
accumulation of a waterborne pollutant that could result in closure or other
adverse impacts to the Upper Newport Bay or the San Joaquin Freshwater Marsh
Reserve. The O & M manual outlines the necessary actions and approvals
needed prior to starting emergency repairs.
In addition to emergency repairs, the O & M manual identifies maintenance
procedures for El Nifio and predicted high rainfall year. Specifically, should an
El Nino or high rainfall year be predicted by the National Weather Service,
sediment removal within the in -line channel sediment basins would be excavated
no matter the sediment level or vegetation type present. Non - routine El Nino
maintenance activities are required in order to maintain flood capacity, public
health and safety, and water quality. As with emergency work, the resource
agencies will be notified prior to El Nifio maintenance.
;r Newport Bay to Interstate 405)
ammatic Operations and Maintenance Project 2 -10
EIR ICF AS 08837.06
County of Orange
Resources and Development Management Department
Table 2 -2. Inspection and Maintenance Schedule
Chapter 2. Project Description
Jan Feb Mar I April May I June I July I Aug I Sept I Oct I Nov Dec
1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15 1 1 1 15
* May 1— Notification to IRWD for Sediment
Removal in Basins 2 & 3
(1) Notify Resources Agencies of
Work
Source: O & M Manual, page 4 -16
;r Newport Bay to Interstate 405)
ammatic Operations and Maintenance Project 2 -11
EIR ICF AS 06831.06
County of Orange Chapter 2. Project Description
Resources and Development Management Department
The proposed project divides the San Diego Creek Channel into zones. The main
project elements (facilities inspection, routine maintenance, vegetation inspection
and management, sediment removal, and emergency repair), as described above,
apply to each zone at certain times of the year and in certain situations (i.e.,
emergency situations). The O & M manual identifies the location, purpose,
inspection elements to evaluate, and maintenance requirements and schedules for
each zone. Table 2 -1 summarizes this information. The typical inspection items
listed may not be all- inclusive, and they are described in more detail in the
O & M manual. Exhibits 2.4 and 2.5 provide a visual reference to this table and
identify the location of each zone to be maintained by the O & M manual.
Required Discretionary Permits and Approvals
County of Orange
Implementation of the proposed O & M manual will require the following
approvals by the County of Orange Board of Supervisors (acting as OCFCD):
Discretionary Authority
Action
Board of Supervisors — OCFCD
Adoption of the EIR.
State and Federal Permits
Implementation of the proposed O & M manual will require the approvals from
the following state and federal agencies:
Discretionary Authority
Action
USACE
Issuance of authorization under Section
404 of the Clean Water Act for discharge
to federal jurisdictional waters.
RWQCB, Santa Ana Region
Issuance of a Section 401 Water Quality
Certification.
CDFG
Issuance of a 1602 Streambed Alteration
Agreement.
California Coastal Commission
Issuance of a Coastal Development Permit for
implementation of the O & M manual within
the channel reach between Jamboree Road and
Campus Avenue, including Basin 1.
San Diego Creek Channel June 2008
(Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project 2-12 EIR
Draft ICF AS 06837.06
San Diego Greek Channel
(Sediment Basins)
Maintenance Zones
OCFCD z
RM Chanr
i
West West
Bank Bench
Basin
40'
Buffer Zone'..
30' 10'
n. a.
40' East
Corridor Bank
Hgure ZA
Channel Maintenance Zones - Sediment Basin
a ` Tones &Stokes San Diego Creek Flood Control Channel
J (Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project
San Diego Creek Channel
(Channel Section)
Maintenance Zones
Maintenance West
Road Bank
SOURCE: RBF Consulting (1 MO V)
aM , Jones & Stokes
'Channel Bottom
40'
Buffer Zone
30' 10'
West Edge 40' 101—
40' East Recreational
Corridor Bank Trail
Figure 2.5
Channel Maintenance Zones - Channel Reach
San Diego Creek Flood Control Channel
(Upper Newport Bay to Interstate 405)
Programmatic Operations and Maintenance Project
"To
To: Ms. Lisa Cibellis, Planner IV 22 July 2008
Orange County Flood Control District
300 No. Flower St.
Santa Ana, CA 92708
From: Environmental Quality Affairs Citizens Advisory Committee (EQAC),
City of Newport Beach
Subject: DEIR San Diego Creek Channel (Upper Newport Bay to I -405)
Programmatic Operations and Maintenance Project, June 2008
Page 1 of 3
EQAC is a voluntary citizen advisory group responsible for advising the City of Newport Beach on issues of
importance related to the subject DEIR. We appreciate the opportunity to provide the following inputs in hopes
that they will assist you in the development of a project that adequately protects the long -term viability of
Upper Newport Bay and the overall quality of life of the residents of Newport Beach. Inputs are presented in
the order that they appear in the DEIR.
Executive Summary
Under No Project Alternative, page ES -7, the current channel capacity is listed as 18,900 cfs (54% of original
capacity). This is not consistent with other capacity values cited in Chapter 2 (page 2 -1) and Appendix B. It
further states that, at this capacity, the IRWD Michelson Water Reclamation plant is at risk of inundation by a
10 -year flood event (which could result in discharge of 4 million gallons per day of raw sewage into San
Joaquin Marsh and Upper Newport Bay). However, Appendix B shows that there is a risk of a 2 to 5 year flood
inundation for the same data. If true, Appendix B would add serious emphasis to the importance of early
implementation of the proposed project. To avoid confusion, please clarify this discrepancy and use consistent
Appendix B values throughout the EIR for channel maximum flow capacity, current flow capacity and risk of
inundation.
Chapter 2 Project Description
Paragraph 3, page 2 -2, indicates that the annual average sediment load in the San Diego Creek Channel
watershed is 250,000 tons per year. If the Sediment Basins 1, 2 and 3 are performing as planned, this sediment
is captured in the Sediment Basins and eventually removed in accordance with the procedures identified in the
O &M Manual. The IS/NOP, page 39, asserts that local landfills have sufficient capacity to handle this annual
sediment load (or that portion which does not go for beach replenishment or construction projects) and
concludes that disposal of the sediment is a less than significant impact. Please provide numbers to support this
conclusion. In particular, how much of the annual 250,000 tons of sediment will go to the local landfill and
what portion of the landfill capacity does that represent?
Exhibits 2.2 and 2.3 here and Exhibits 2 and 3 in the IS/NOP have incorrectly identified SR73 as SR55. Please
correct here and anywhere else that these maps are used.
Under Proposed Project, page 2 -7, the DEIR refers to the O &M Manual including "existing cooperative
agreements" related to channel operation and maintenance. Page 2 -12 lists County, State and Federal Permit
requirements, but there is no listing of "existing cooperative agreements ". There appear to be 2 such agreements
in the O &M Manual (Appendix E) including Agreement D98 -034 involving the City of Newport Beach. Are
there any others involving the City of Newport Beach? In particular, do these agreements or other procedures or
regulations provide assurances that contaminated siltation resulting from maintenance operations (i.e. Sediment
Basin cleaning) are prevented from entering Upper Newport Bay?
Chapter 3 Environmental Setting, Impacts and Mitigation
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3.2 Transportation
This is an EIR for what basically amounts to a maintenance project in the San Diego Creek Channel. This plan,
if approved, does not have any impact on streets and roads in the City of Newport Beach.
The project as designed only utilizes roads in the City of Irvine and all are private roads along the channel or
roads very near the 1 -405 Freeway. The required haul route would be from the channel on private haul roads to
the intersection of Riparian Way and Michelson, a signalized intersection.
The project plans to remove large amounts of vegetation (clearing of 18.5 acres in channel) and sediment
(26,000 cubic yards). This will require 5500 truck trips for the vegetation and 1500 truck trips for the
sediment. This will be spaced over a three and a half month period in the initial year and then repeated every
two to three years but with substantially less truck trips required. The removal will be per the O &M Manual of
the Flood Control District. That indicates that work can only be done from 9:00 a.m. to 3:00 p.m. on weekdays
and it is therefore outside the peak hour traffic use of any road involved.
The details of the plan are clear that no road in the City of Newport Beach will be utilized at all and the ones in
Irvine to be used are Riparian Way, Michelson Drive and Culver to the I -405 Freeway. These roads are all at
the extreme east end of the project (nearest to the I -405 Freeway) and far from the City of Newport Beach
border.
3.3 Air Quality
3.3 -1 Localized Emissions Impacts (page3.3 -17)
SCAQMD states that "When quantifying mass emissions for localized significance threshold (LST) analysis,
only emissions that occur on site are considered. Consistent with SCAQMD LST guidelines, emissions related
to offsite haul truck activity and employee trips are not considered in the evaluation of localized impacts.... As
such, localized impacts that may result from construction -period air pollutant emissions would be less than
significant. No mitigation measures are necessary ...."
However, localized emissions impacts occurring offsite during the construction -period are not addressed in this
DEIR as SCAQMD LST guidelines do not require such. Thus, OCFCD cannot ensure that residents' health will
not be compromised by possible increases of unmitigated offsite emissions during the construction- period.
How will OCFCD address the potential risks imposed upon residents by offsite emissions?
3.4 Biological Resources
Impact 3.4- 1(page 3.4 -29) states that "Focused surveys for special status plants could not be conducted in
spring/summer 2007 due to drought conditions; therefore it is unknown
which, if any, special status plant species occur on the project site." The report then lists 10 potential species
that could potentially occur at the project site. However, this area has been subject of monitoring for many
years. Are other reports available on species in the location?
Page 3.4 -33, paragraph 4, A. states that coastal sage scrub habitat removal is subject to ...public health and
safety considerations... unexpected slope stabilization, erosion control measures, emergency facility repairs etc.
How and by whom is a determination made of need for "unexpected slope stabilization, erosion control
measures, emergency facility repairs, etc "? Will public be notified of these plans? What is, or could be,
included in these definitions, e.g. emergency facility repairs?
Page 3.4 -42 (last paragraph) states: "Following project implementation, a 40 -foot wide corridor of willow scrub
vegetation would remain... but the remainder of both banks would essentially be cleared of vegetation.
Although the slopes would be revegetated with native grassland, the overall habitat cover along the creek would
be substantially reduced. This reduction in riparian and sage scrub habitat cover would substantially lower the
habitat quality of San Diego Creek for all wildlife movement ".
These paragraphs describe the proposed action, but do not explain why this action is being considered as
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'To:
Page 3 of 3
necessary. Please clarify in the context that removal of CSS habitat by previous projects has had a significant
negative impact on the biological and scenic value of the Creek.
3.5 Aesthetics
Page 3.5 -7 shows views of the project area (Viewpoint 4) at Backbay and Eastbluff Drives. Will be the impact
of the work up stream from the entry point to the Back Bay (i.e. just under the Jamboree Bridge) be visible from
this Viewpoint? If so, this negative aesthetic factor should be addressed in Mitigation measures.
3.6 Cultural Resources
The area involved in this project, within both cities of Irvine and Newport Beach, has a prehistoric background
dating to at least 12,000 years ago, and is rich in artifacts from the people of this period of occupation. The
proposal will require a removal of large quantities of sediment along the creek channel, with a likely result of
unearthing and/or removal of the artifacts as well.
The mitigation measures planned within the DEIR (ie stopping work when a cultural resource is unearthed (MM
3.6 -2), compliance with state laws regarding discovery of human remains (MM 3.6 -3) and, finally, halting work
until a qualified paleontologist identifies the remains (MM 3.6 -4)) are adequate assurances to accomplish the
protection of this legacy The conclusion that impacts would be less than significant after mitigation is
reasonable.
Summary
EQAC thanks you for this opportunity to comment on this project of major importance to the City of Newport
Beach. We appreciate your diligence in developing a well - balanced project that will meet the long -term flood
control necessities of the area while protecting the integrity of Upper Newport Bay and the watershed and upper
reaches of the San Diego Creek Channel.
Finally, our compliments to your FIR contractor, ICF Jones and Stokes, for their complete, well- researched and
clearly organized presentation of the required CEQA data.
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TASK FORCE ON GREEN DEVELOPMENT, July 1, 2008
Attending: Committee Members Brion Jeannette, Michael Toerge, Arlene Greer, Nancy Gardner
with Bruce Asper excused; Fern Nueno, staff, Dolores Otting.
The meeting was called to order at 3:30 p.m.
Reports and discussion of assignments from last meeting:
Nancy provided fliers from The Gas Company regarding energy efficiency. Also provided were
a list of green websites and a list of some green City procedures.
Brion had sample green building ordinances from other cities. He gave a recap of the Greening
the Orange seminar that he attended.
The group discussed incentives such as permit fee waivers; shortened plan check time; and
public recognition of green buildings at City Council meetings, advertised in newspapers, and
plaques /certificates.
Arlene discussed the options for informational kiosks and the need for a website. She also had
suggestions for education and outreach including special meetings with community associations,
schools, and speakers bureaus. The City can also have green awards given out to students and
also to green projects.
Review of task force goals:
At the next meeting proposals should be made on how we should implement our goals including
a comparison to other cities, incentives, and education & outreach.
Other discussions
- How can we promote golf carts around the City?
- Round table on NBTV, Speak Up Newport or other programs. We can discuss our
options with Marilee.
- E- waste, oil disposal, etc. Are there any grants available?
The next meeting will be in about four weeks. The exact date and time will be announced at a
later time. Assignments for the next meeting:
Bruce Asper marketing green building /energy conservation (continuation of previous
assignment)
Arlene Greer— Talk to Steve Rosansky about the youth council.
Brion Jeanette— Survey of some existing programs (continuation of previous
assignment). Review ordinances of other cities.
Kevin Kelly— Ideas for presentations and workshops; life time costs and impacts of green
building (continuation of previous assignment)
Todd Schooler— Some green products and their costs (continuation of previous
assignment)
Nancy Gardner— Talk to General Services about kiosks. Talk to IT about a website.
Public comments:
This task force meeting should be announced at the City Council meetings.
There should be a kiosk in the Council Chambers as well.
The meeting was adjourned at 4:30 p.m.