HomeMy WebLinkAboutMINUTES - 07112006 - C.16 TO: BOARD OF SUPERVISORS, AS GOVERNING ��"""sE L''°� Contra
BOARD OF THE FLOOD CONTROL& WATER
CONSERVATION DISTRICTCosta C /
• "� .�,J�mNR� ,� ftp
FROM: MAURI:CE M. SHIU, CHIEF ENGINEER
,co' v~�� County
-
srAuzi't`t
DATE: July 11, 2006
SUBJECT: APPROVE and AUTHORIZE the Chief Engineer, Flood Control and Water Conservation
District, or designee, to direct payment to California Wildlife Foundation in the amount of
$44,489 and the Lindsey Wildlife Museum in the amount of$5,000 for mitigation fees associated
with the:implementation of the Lindsey Basin Completion Project and the Relocation and
Enhancement of Line Z Project, Antioch area. (Drainage Area 56 Funds) (District V) Project No.
4460-6)(-4451
SPECIFIC REQUEST(S)OR RECOMMENDATION(S)&BACKGROUND AND JUSTIFICATION
RECOMMENDED ACTION:
APPROVE and AUTHORIZE the Chief Engineer,Flood Control and Water Conservation District, or designee to
direct payment of a mitigation purchase in the amount $44,489 to California Wildlife Foundation, a non-profit
wildlife protection organization, to manage funds designated to publicly-held wildlife areas and reserves. This
money will be used to mitigate for impacts resulting from the implementation of the Lindsey Basin Completion
Project and the Relocation and Enhancement of Line Z Project. These funds,minus overhead costs incurred by the
California Wildlife Foundation, shall be transferred to the East Contra Costa County Habitat Conservation Plan
upon approval of the Plan.
APPROVE and AUTHORIZE the Chief Engineer,Flood Control and Water Conservation District, or designee to
direct payment of a mitigation purchase in the amount of$5,000 to the Lindsey Wildlife Museum, a non-profit
wildlife rescue,rehabilitation,and education organization. This money will be used to mitigate for impacts resulting
from the implementation of the Lindsey Basin Completion Project and the Relocation and Enhancement of Line Z
Project.
Continued on Attachment: ❑ SIGNATURE: 72'!0_,
PIRECOMMENDATION OF COUNTY ADMINISTRATOR ❑ RECOMMENDATION OF BOARD COMMITTEE
['APPROVEOTHER
SIGNATURE(S)- ��
ACTION OF BO ON A/
APPROVED AS COMM DF OTHER ❑
VOT�OF SUPERVISORS I hereby certify that this is a true and correct copy of an action
✓✓ UNANIMOUS(ABSENT taken and entered on the minutes of the Board of Supervisors on
AYES: NOES: the date shown.
ABSENT: ABSTAIN:
CS:sj
G:\EngSvc\ENVIRO\BO\2006\(0"?-I1-06)Payment-Lindsey&LineZ.doc ATTESTED:
JOHN CULLEN, erk e Board of Supervisors and County
Orig.Div:Public Works( Division) Administrator
Contact: (Cece Sellgren 3-2296)
cc: E.Kuevor,CAO
Auditor-Controller
Public Works Department: B Deputy
Bob Faraone-FC y p ty
Cece Sellgren
SUBJECT: APPROVE and AUTHORIZE the Chief Engineer, Flood Control and Water Conservation
District, or designee, to direct payment to California Wildlife Foundation in the amount of
$44,489 and the Lindsey Wildlife Museum in the amount of$5,000 for mitigation fees associated
with the implementation of the Lindsey Basin Completion Project and the Relocation and
Enhancement of Line Z Project, Antioch area. (Drainage Area 56 Funds) (District V) Project No.
4460-6X-4451
DATE: July 11, 2006
PAGE: 2 of 2
FISCAL IMPACT:
There will be no impact to the County General Fund. The total payment of$49,489 will be made from Drainage
Area 56 (East Antioch Creek watershed) funds.
REASONS FOR RECOMMENDATIONS AND BACKGROUND:
The purpose of the overall project is to provide improved flood protection for the communities in southeast Antioch
and those downstream in the East Antioch Creek watershed and to implement elements of the East Lone Tree
Specific Plan approved by the City of Antioch in 1986. The Lindsey Basin Completion Project will excavate and
relocate portions of the detention basin to provide 100-year flood protection to the communities downstream of the
detention basin. The Relocation and Enhancement of Line Z will move, increase flood conveyance capacity, and
create quality riparian habitat for a 0.8 mile stretch of East Antioch Creek. Asa condition of the regulatory permits
and as a result of unexpected wildlife impacts the payments to the wildlife organization are required in order to
comply with State law.
CONSEQUENCES OF NEGATIVE ACTION:
Without approval of payment,the environmental impacts of the projects will not be adequately mitigated as required
by the California Department of Fish and Game permit issued for the project.
STATE OF CALIFORNIA THE RESOURCES AGENCY ARNOLD SCHWARZENEGGER,GOVERNOR
DEPARTMENT OF FISH AND GAME
CENTRAL COAST REGION
S` Pllid' r
(7D7}944-5520
Mailing address: -
POST OFFICE BOX 47 pr�
YOUNTVILLE CALIFORNIA 94599 APP 18 2006
Street address:
7329 SILVERADO TRAIL CONTRA CG:-TA �cj�r,1TY
NAPA CALIFORNIA 94558 PUBLIC WORKS DEPARTMENT
April 14, 2006
Notification Number: 1600-2005-0744-3
Mitch Avalon
Contra Costa County Flood Control
255 Glacier Drive
Martinez, CA 94553
1602 LAKE AND STREAMBED ALTERATION AGREEMENT
This agreement is issued by the Department of Fish and Game pursuant to Division 2, Chapter 6 of the California Fish
and Game Code:
WHEREAS,the applicant Mitch Avalon, Contra Costa County Flood District, hereafter called the Operator,submitted
a signed NOTIFICATION proposing to substantially divert or obstruct the natural flow of, or substantially change the bed,
channel, or bank of,or use material from the streambed or lake of the following water:Line Z and Lindsey Basin,located in
SECTION 34,TOWNSHIP 2N,RANGE 3E,in the County of Contra Costa,State of California;and
WHEREAS,the Department has determined that such operations may substantially adversely affect existing fish and
wildlife resources including water quality,hydrology,aquatic or terrestrial plant or animal species;and
WHEREAS,the project has undergone the appropriate review under the California Environmental Quality Act;and
WHEREAS,the Operator shall undertake the project as proposed in the signed PROJECT DESCRIPTION and
PROJECT CONDITIONS(attached). If the Operator changes the project from that described in the PROJECT
DESCRIPTION and does not include the PROJECT CONDITIONS,this agreement is no longer valid; and
WHEREAS,the agreement shall expire on December 31,2007;with the work to occur between April 15 and
October 15;and
WHEREAS, nothing in this agreement authorizes the Operator to trespass on any land or property,nor does it relieve
the Operator of the responsibility for compliance with applicable Federal,State, or local laws or ordinances. Placement,or
removal,of any material below the level of ordinary high water may come under the jurisdiction of the U. S.Army Corps of
Engineers pursuant to Section 404 of the Clean Water Act;
THEREFORE,the Operator may proceed with the project as described in the PROJECT DESCRIPTION and
PROJECT CONDITIONS. A copy of this agreement,with attached PROJECT DESCRIPTION and PROJECT
CONDITIONS,shall be provided to contractors and subcontractors and shall be in their possession at the work site.
Failure to comply with all conditions of this agreement may result in legal action.
This agreement is approves!by:
.
l 1�ltri 61 .C-
Robert W. lrke
Regional Manager
Central Coast Region
cc: Janice Gan
Lieutenant Christensen Y: .
STATE OF CALIFORNIA THE RESOURCES AGENCY ARNOLD SCHWARZENEGGER GOVERNOR
DEPARTMENT OF 1=1SH AND GAME
CENTRAL COAST REGION
i
(707)944-5520
Mailing address:
POST OFFICE BOX 47
YOUNTVILLE,CALIFORNIA 94599
Sheer address:
7329 SILVERADO TRAIL
NAPA, CALIFORNIA 94558
Notification Number: 1600-2005-0744-3
Line Z, Lindsey Basin, East Antioch Creek
Contra Costa County
Contra Costa County Flood Control
255 Glacier Drive
Martinez, CA 94553
Fax 925-313-2333
PROJECT DESCRIPTION and PROJECT CONDITIONS
Description .
Contra Costa County Flood Control and Water Conservation District (Flood Control District)is
proposing_to relocate and enhance an existing ditch-constructed in uplands (Line Z) and complete
construction of the Lindsey Detention Basin to manage stormwater flows from existing and
proposed urban development and create a riparian corridor in accordance with the City of
Antioch's East Lone Tree Specific Plan. The project is located 1/4 mile west ofNeroly Rd and
between 3/4 and 1 and 3/4 mile north of Lone Tree Way in southeastern Antioch.
The Line Z relocation portion of the proposed project consists of excavating a new channel
parallel to the alignment of the State Route 4 Bypass (in construction), transferring flows to the
new channel, filling the old channel, and planting riparian species along the toe of slope of the
low flow channel to create riparian habitat.
The Lindsey Basin portion of the proposed project consists of excavating and filling portions of
the upland sections of the detention basin to conform its shape to the new infrastructure under
construction (SR4 Bypass and Laurel Rd) or proposed to constructed (Slatten Ranch Rd),
removing the existing outlet structure, "daylighting" a portion of Line Z that is currently
culverted, installing a new outlet structure, creating a new low flow channel through the
expanded detention basin to conform to the new inlet and outlet, planting the new low flow
channel with riparian species, and filling the old low flow channel.
The proposed project will result in permanent loss of not more than 1.58 acres of annual
grassland and a temporal loss of not more than 38.07 acres of annual grassland. There will be a
restoration of approximately 1.79 acres of annual grassland as the old channel is filled and an
asphalt area reclaimed. Mitigation will be provided for the temporal loss of 38.07 acres
consistent with the Draft East Contra Costa HCP/NCCP.
The proposed project will result in impacts to approximately 4060 linear feet (0.93 acres) of
Page 1 of 7 Operator's initials
Date prepared: Notification Number 1600-2005- 44-3
r.
waters and 4060 linear feet (0.625 acres) riparian habitat. There will be a approximately 4525
linear feet (0.96 acres) of waters created on site and approximately 0.623 acres of riparian area.
There will be a net gain of approximately 465 linear feet (0.03 acres) of waters and 0.437 acres of
riparian.
The relocated and enhanced Line Z and expanded Lindsey Detention Basin will create quality
riparian habitat where none has ever existed before, will create 465 linear feet of additional
stream channel (net), and will not add any additional linear feet of hardscape to the completed
facilities.
The proposed relocation and enhancement of Line Z includes the following elements.
4 Excavating a new Line Z channel in uplands that will have the following dimensions:
+ 2300 feet in length; 8.48 acres in size
+ 166 feet wide at top of bank
* 10-20 feet wide channel invert
* 38 - 64 feet wide low flow channel
* 123,000 cubic yards (cy) of excavation
* Filling the old Line Z channel (after transferring flows to the new channel)
* 3160 feet in length; 3.34 acres
+ 46 feet wide at top of bank
* 10 feet wide at channel invert
+ 29,000 cy of fill
* Removing existing structures from old Line Z channel including:
♦ Three combination culverts/drop structures (creating access to farm fields on both sides
of the existing channel). Each structure has the following dimensions:
+ Culverts are 132" in diameter(Corrugated metal pipes),that are 50 feet long.
+ 16 foot long drop inlet structure(immediately upstream of the culvert)
* 15' linear feet of rock slope protection upstream and downstream of the.entire
structure
♦ One existing concrete bridge/11-foot drop inlet structure from the southern (u/s) end of
the basin, including concrete rock slope protection downstream of the structure
+ Constructing two combination culvert/drop structures in new Line Z with approximately 20
linear feet rock slope protection upstream and downstream as needed.
* Planting the toe of slope of the new Line Z channel with riparian species (primarily willow
and cottonwood cuttings) to create riparian habitat
♦ Additional riparian habitat planting will be installed by adjacent developers as a condition
of approval when irrigation services are developed.
The completion of the Lindsey Detention Basin includes the following elements:
♦ Relocating the existing detention basin outfall structure 320 feet to the north (downstream)
* Removing the existing trash rack and outfall structure
+ Removing 320 linear feet of concrete primary spillway pipe
* Excavating 330 feet of new low flow channel (additional length due to sinuosity)
* Constructing a new outfall structure and trash rack and connecting it to the existing Line
Z pipe downstream
Page 2 of 7 Operator's initials
Date prepared.- Notification Number 1600-2005-0 4A-3
♦ Regrading the detention basin bottom and low flow channel to connect the new basin inlet
(d/s end of the new Line Z channel)with the new basin outlet structure.
♦ Existing low flow channel to be filled 900 linear feet.
♦ New low flow channel will be 2225 linear feet
♦ Regrading upland portions of the detention basin to conform to new and planned
infrastructure, including:
♦ Excavating 288,000 cubic yards (CY)—mainly in the northern portion of the existing
basin.
♦ Placing and compacting 105,000 CY of material into a portion of the basin recently
excavated. This area to be filled is generally in the south-east corner of the basin.
♦ Placing and compacting the remaining 262,000 CY of material onto the previously used
fill site located north of the proposed Laurel Road (in construction) and South of the
Contra Costa Canal.
Construction Methodology
Excavation of new channel
The new line Z channel will be excavated using heavy equipment such as excavators, scrapers,
bulldozers, and backhoes as soon as all regulatory permits have been obtained and special status
species have been safely removed. The existing Line Z channel will remain operational until
dewatering is necessary to prepare the channel to be filled. Flows will be temporarily diverted
from the old Line Z channel while dirt from the new Line Z channel is placed in the old Line Z
channel. Once the new Line Z is completely excavated, all structures are complete and erosion
controlled installed, the flows will be introduced to the new Line Z channel. A berm will be
maintained at all', times between the already improved sections of Line Z upstream and the newly
constructed sections of Line Z to ensure low flows do not transfer prematurely.
Transfer of water between channels
The transfer of water generated from the runoff from suburban development will not occur until
the new Line Z channel has been completed and erosion control measures have been installed in
the channel invert. The construction contractor will develop a plan for Flood Control District
approval that will require the maintenance of water quality turbidity standards during the transfer
of flows.
Fill of old channel
While the water flows are transferred to the newly constructed Line Z biological monitors will
relocate all native aquatic species to a safe.haven. Upon completion of the water transfer and the
relocation of the native wildlife the old Line Z channel will be filled and the old hardscaped
features will be. removed. This will be done by typical heavy construction equipment.
Planting of new channel
The toe of the slope of the low flow channel will be planted with a mix of willow and
cottonwood cuttings in the late fall (November—January) after the construction of the new Line Z
channel. Although there is sufficient year round run-off from the suburban development
upstream to sustain the plantings, these cuttings will not receive supplemental irrigation due to
Page 3 of 7 Operator's initials
Date prepared: Notification Number 1600-2005-044-3
the complete lack of irrigation facilities within the project area. ]ones and Stokes will develop
plans and specifications for a contract to be administered by the Flood Control District. Jones
and Stokes will inspect the installation of the cuttings and.conduct compliance monitoring
required by the maintenance contract and regulatory permit requirements. The slopes of the low
flow channel, benches and upper slopes of the channel will not be planted at this time due to the
lack of irrigation infrastructure. The adjacent landowners will complete the planting of the
channel facilities as a condition of approval by the City of Antioch once their developments
(including irrigation infrastructure) are constructed.
Conditions
Work within the stream/riparian corridor shall be confined to the period April 15 to October 15.
Revegetation work is not confined to this time period but must be completed in the same
calendar year.
Equipment shall not be operated in wetted areas (including but not limited to ponded, flowing, or
wetland areas) or within the stream channel below the level of top-of-bank.
Erosion control measures shall be utilized throughout all phases of operation where sediment
runoff from exposed slopes threatens to enter waters of the State. At no time shall silt laden
runoff be allowed to enter the stream or directed to where it may enter the stream.
Only clean rocks and boulders shall be used for the project. To minimize impacts to water
resources the Flood Control District will construct the new Line Z channel and install appropriate
erosion control in the channel invert prior to introducing any flows.
Work must be performed in isolation from the flowing stream. If there is any flow when the
work is done, the operator shall construct coffer dams upstream and downstream of the
excavation site and divert all flow from upstream of the upstream dam to downstream of the
downstream dam. The coffer dams may be constructed with clean river gravel or sand bags, and
may be sealed with sheet plastic. Sand bags and any sheet plastic shall be removed from the
stream as soon as possible following completion of the applicable phases of the project. Clean
river gravel may be left in the stream, but the coffer dams must be breached to return the stream
flow to its natural channel.
The Operator/Contractor shall check daily for stranded aquatic life as the water level in the
dewatering area drops. All reasonable efforts shall be made to capture and move all stranded
aquatic life observed in the dewate.red areas. Capture methods may include fish landing nets, dip
nets, buckets and by hand. Captured aquatic lifee shall be released immediately in the closest
body of water adjacent to the work site. This condition does not allow for the take or disturbance
of any state or federally listed species, or state listed species-of special concern. Biological
monitors will work in the. old Line Z channel to catch and transfer any native wildlife that is
stranded in the old Line Z Channel to the existing section of the improved Line Z channel
upstream of the: project area.
The proposed project could result in the removal of potential nesting habitat for a variety of
Page 4 of 7 Operator's initials
Date prepared: Notification Number 1600-2005-0 44-3
passerine species within the upland areas and along Line Z. Upland areas will be disked and all
trees and shrubs will be cut prior to the onset of the breeding season (February 1) to prohibit
nesting behavior within the project area. The Operator may remove vegetation by hand from
March l to August 15 if a qualified biologist conducts a survey for nesting birds within three
days prior to the vegetation removal; and ensures no nesting birds shall be impacted by the
project. These surveys shall include the areas within 200 feet of the edge of the proposed impact
area(s). If active nests are found, a minimum 50-foot (200 feet for raptors) fence barrier shall be
erected around the nest site. No habitat removal or any other work shall occur within the fenced
nest zone even if the nest continues active beyond August 15, until the young have fledged, are
no longer being fed by the parents, have left the nest, and will no longer be impacted by the
project. Vegetation clearing MAY occur other than as described above IF Department-approved
avoidance measures are in place to ensure no impacis to nesting birds may occur AND the
Operator receives confirmation from the Departmenit that the vegetation removal at a specific site
is allowed on a specified date. The Operator shall submit the mapped survey results to the
Department for review and approval prior to vegetation removal to ensure full avoidance
measures are in place.
The proposed project could result in the removal of potential nesting habitat and possible direct
take of burrowing owls. The Flood Control District will implement a burrowing owl exclusion
program prior to the onset of the breeding season (February 1). The Flood Control District has
already been in contact with Janice Gan, DFG Wildlife Biologist, to coordinate the
implementation of this program. Direct take of burrowing owl or active nests is not authorized.
To mitigate the permanent loss of 4060 linear feet (0.93 acres) of waters and 4060 linear feet
(0.625 acres) of riparian habitat, the Flood Control District will create 4525 linear feet(0.96
acres) of waters by excavating the new channel and 0.623 acres of riparian area by planting the
tow of the slope adjacent to the low flow channel
To mitigate for the temporal loss of cattail marsh habitat, the Flood Control District will plant the
4525 linear feet of the toe of the slope of the low flow channel with a mix of willow cuttings to
quickly establish 0.62 acres of woody riparian habitat. Runoff from the suburban development
will provide ample water to sustain the cuttings planted at the toe of slope. Due to a lack of
irrigation infrastructure in the area, the cuttings will not be irrigated. The Flood Control District
has hired Jones and Stokes and Associates to develop planting plans, which will be advertised as
a separate contract and installed in late fall 2006. The slopes of the channel will be hydroseeded
with a mix including native grass and herbaceous species.
The proposed project will result in the permanent loss of not more than 1.58 acres of annual
grassland and a temporal loss of not more than 38.07 acres of annual grassland. There will be
restoration of approximately 1.79 acres of annual grassland as the old channel is filled and an
asphalt area reclaimed. Mitigation will be provided for the temporal loss of 38.07 acres
consistent with the Draft East Contra Costa HCP/NCCP by providing a payment of$44,489 in
the form of a check or cash within 10 day of execution of this agreement. These funds will be
held by the California Wildlife Foundation until the East Contra Costa HCP/NCCP is
implemented. These funds may be redirected by the Department to an alternate approved
Page 5 of 7 operator's initials
k;&_
Date prepared.! Notification Number 1600-2005-0 4-3
c conservation effort if the BCP/NCCP is not finalized within 24 months.
If any sensitive species are observed in project surveys, the Operator shall submit Natural
Diversity Data Base (NDDB) forms to the NDDB for all preconstruction survey data within five
working days of the sightings, and provide DFG Region 3 with copies of the NDDB forms and
survey maps.
To the extent that any provisions of this Agreement provide for activities that require the
Operator to traverse another owner's property, such provisions are agreed to with the
understanding that the Operator possesses the legal right to so traverse. In the absence of such
right, any such provision is void.
In the event that the project scope, nature, or environmental impact is altered by the imposition of
subsequent pemiit conditions by any local, state or federal regulatory authority, the Operator shall
notify the Department of any imposed project modifications that interfere with compliance to
Department conditions.
If the Operator needs more time to complete the authorized activity, the work period may be
extended on a day-to-day basis by Janice Gan, Environmental Scientist at (209) 83506910, or,
alternatively,by the Yountville office at (707) 944-5520.
A copy of this agreement must be provided to the contractor and all subcontractors who work
within the stream zone and must be in their possession at the work site.
Building materials and/or construction equipment shall not be stockpiled or stored where they
could be washed. into the water or where they will cover aquatic or riparian vegetation.
Debris, soil, silt, bark, rubbish, creosote-treated wood, raw cement/concrete or washings thereof,
asphalt,paint or other coating material, oil or other petroleum products, or any other substances
which could be hazardous to aquatic life, resulting from project related activities, shall be
prevented from contaminating the soil and/or entering the waters of the state. Any of these
materials, placed within or where they may enter a stream or lake, by Operator or any party
working under contract, or with the permission of the Operator, shall be removed immediately.
The contractor shall not dump any litter or construction debris within the riparian/stream zone.
All such debris and waste shall be picked up daily and properly disposed of at an appropriate site.
Department personnel or its agents may inspect the work site at any time.
The Operator is liable for compliance with the terms of this Agreement, including violations
committed by the contractors and/or subcontractors. The Department reserves the right to
suspend construction activity described in this Agreement if the Department determines any of
the following has occurred:
A). Failure to comply with any of the conditions of this Agreement
B). Information provided in support of the Agreement is determined by the Department to
Page 6 of 7 Operator's initials
Date prepared: Notification Number 1600-2005-07 4-3
be inaccurate.
Q. Information becomes available to the Department that was not known when preparing
the original conditions of this Agreement (including, but not limited to, the occurrence of
State or federally listed species in the area or risk to resources not previously observed)
D).The project as described in the Agreement has changed or conditions affecting fish
and wildlife resources change.
Any violation of the terms of this Agreement may result in the project being stopped, a citation
being issued, or charges being filed with the District Attorney. Contractors and subcontractors
may also be liable for violating the conditions of this agreement.
Amendments and Renewals
The Operator shall notify the Department before any modifications are made in the project plans
submitted to the Department. Project modifications may require an amendment or a new
notification.
This Agreement is transferable to subsequent owners of the project property by requesting an
amendment.
To renew the Agreement beyond the expiration date, a written request for a renewal must be
submitted to the,Department (1600 Program, Post Office Box 47, Yountville, California 94599)
for consideration at least 30 days before the Agreement expiration date. A renewal requires a
fee. The Fee Schedule can be obtained at www.dfe.ca.eov/1600 or by phone at (707) 944-5520.
Renewals of the original Agreement are issued at the discretion of the Department.
To modify the project, a written request for an amendment must be submitted to the Department
(1600 Program, Post Office Box 47, Yountville, California 94599). An amendment requires a
fee. The Fee Schedule can be obtained at w-ww.df2.ca.Qov/l 600 or by phone at (707) 944-5520.
Amendments to the. original Agreement are issued at the discretion of the Department.
Please note that you may not proceed with construction until your proposed project has
undergone CEQA review and the Department signs the Agreement.
I, the undersigned, state that the above is the final description of the project I am
submitting to the Department for CEQA review, leading to an Agreement, and agree to
implement the conditions above required by the Department as part of that project. I will not
proceed with this project until the Department signs the Agreement. I also understand that
the CEQA review may result in the addition of measures to the project to avoid, minimize, or
compensate for significant environmental impacts:
Operator's name (print): .
Operator's signature:
Signed the day of / </C,rt/fi _ , 2006
Page 7 of 7 operator's initials
Date prepared. Notification Number 1600-2005-'07-44-3
l`) — as`JC'' C^ _ l-or Dcl-:.,j l ase Onh —
Notification Number: �� 1t _ %� � Date Received
Fee Enclosed? R1'es< ��� 0C ❑?vo
Action Taken/Notes
STATE OF F
- ,f THE RESOUR ES AOGENC) CS' 1"
DEPARTMEN'T OF FISH AND GAME L7
NOV 3 0 'iJ05 NOTIFlCA7-]ON OF LAKE OR STREAMBED ALTERATION
All fields must be completed unless otherwise indicated.
�J
1 ountviHe (See enclosures for instructions.)
Notification Type
❑Timber Harvesting Plan(No. ) ❑ Water Application(No. )
❑Commercial Gravel Extraction(No. ) ® Other
Application Information
Name Address Telephone/FAX
Applicant: Mitch Avalon,Assistant Chief Engineer 255 Glacier Dr. Business: 925-313-2203
Contra Costa County Flood Control and Martinez. CA 94.553
Fax: 925-313-2333
Water Conservation District
Operator: Same Same Business: Same
Fax: Same
Contractor• 2100 Goodvear Road Business: (707)742-b000
De Silva Gates/FCl JV Benicia, CA 94510 Fax: (707)746-0849
(if known)
Contact Person: Cece Sellgren, Environmental Planner 255 Glacier Dr. Business: 925-313-2296
Contra Costa County Flood Control
(if not applicant) and Martinez. CA 9455, Fax: 925-313-2333
Water Conservation District csell nipw.cccountv.us
Property Owner: Contra Costa County Flood Control and Same Business: 925-313-2000
Water Conservation District Fax: 925-313-2333
Project Location
Location Description: East Antioch Creek in southeast Antioch,parallel to Segment l of the State Route 4 Bypass—
Figures 1-3
County Assessor's Parcel Number
�_-ontra Costa County
USGS Map Tov nship Range Section Latitude/Longitude
3rentwood 7.5 minute quadrangle 2N 3E 34 N/A
Fame of.River,Stream,or Lake: East Antioch Creek
Fributary To? San Joaquin River
n FG2023 (E1lective.lanuary 12,2004)
?game of Applicant:___ Mitch va Ion. C onna ( osia (rnmty Flood Connol z:nd N iter( onservaIIoil District
Project Description
Project Relocator; and enhancement of Line Z and completion of the 1 it-dsev Detention Basin
No me_�
Start Date: 04/15.'.006 Completion 10:1 4.'200r Project �� %I)1111.1100 Number of Stream
Dale- Cost: Encroachments:N/A
i
(Timber Harvesting Plans Only)
Describe project below: (Attach separate pages if necessary)
Conn-a Costa County Flood Connol and \tl'aier Conservation District (Flood Control District) is proposing to relocate and enhance an
existinc ditch constructed in uplands(Line Z)and complete construction of the Lindsey Detention Basin to manage stormwater flows from
exisiinc and.propose.d urban development and create a riparian corridor in accordance Nviih the City of Antioch's East Lone Tree Specific
Plan (Figures 1-3). The Line Z relocation portion of the proposed project consists of excavating a new channel parallel to the alignment of
the State Route 4 BNpass (in construction), nansfenine flows to the nevi channel. filling the old channel, and planting riparian species
along the toe of slope of the low flow channel to create riparian habitat. (Figure 4)
The Lindsev Basin portion of the proposed project consists of excavating and filling portions of the upland sections of the detention basin
to conform its shape to the neve infrastructure under construction (SR4 BNpass and Laurel Rd) or proposed to constructed (Slatten Ranch
Rd); removing the existing outlet structure, "daylighung" a portion of Line Z that is curient)v culveried, installing a new outlet structure,
creating a new low flow channel through the expanded detention basin to conform to the neva inlet and outlet, planting the new low flow
channel -, ith riparian species,and filling the old low flow channel. (Figure 5)
The relocated and enhanced Line Z and expanded Lindsey Detention Basin \vill orate quality riparian habitat where none has ever existed
before, xvill create 355 linear feet of additional scream channel (net), and will not add any additional linear feet of hardscape to the
completed facilities. .
❑ Continued on separate page(s)
Attachments/Enclosures
Attach or enclose the required documents listed below and check the corresponding boxes.
® Project Description— ® Map shoxa ing project location, including distances and%or ® Construction plans and drawings
Attachment#1 directions from nearest city or town—Figures 1-3 pertaining to the project—Figures 4-5
Completed ❑Notice of Exemption ❑Negative Declaration ® Mitigated Negative Declaration
CEQA documents: ®Final Environmental Impact Report ®Notice of Determination
Copies of applicable ❑ Federal. Request to Corps of Engineers for confirmation of previous determination of lack of federal
local. State.or federal jurisdiction under Clean lVater Act(response pending)
permits, agreements,or
other authorizations: ❑ State. Application for 1A asie Discharge Requirements to Central Valley Regional Water Quality Control
Board(in progress)
herehN certify that all information contained in this notific-3no.is nue and COMM and that 1 an-. ,uthrn i:ed to Sigri this do(ument. I understand that in the event this information is
'Lind to be untrue or incorrect,I may be subject to civil or criminal prosecution and the Department may consider this notification to be incomplete and/or cancel any Lake or
'reambed Alteration Agreement issued pursuant to this nonfrcation.1 understand that this nntifrcannn is valid only for the project described herein and that)maybe subject to
vil or criminal prosecution for undertaking a project that differs from the one described herein,unless i Lzve notified the Department of that project in accordance with Fish and
ame Code Section 1602.
mderstand that a Department representative may need to inspect the property where the pioect described herein will take place before issuing a Lake or Streambed Alteration
erecment pursuant to this notification.in the event the Department determines that a site inspection is necessary,1 hereby authorize the Department to enter the property where
e project described herein will take place to inspect the proprm at any reasonable time and certify that 1 on-i authorized to grant the Department permission to access the
operty.
1 I request the Department to first contact me at(insert telephone number) to schedule a date and time to enter the property
ere the project described herein will tah:e place and understand that this may delay the Department's evaluation of the project described herein.
Op for Operator' �ent2tive Date
m FG20 3 (Effective January 12,2004)
Contra Costa County Flood Control and Water(cmiservation District
Relocation and Enhancement of Line 2 and Completion of the Lindsey Detention Bain h6liecl
Attachment#1 —Project Description
Project Description
Contra Costa County Flood Control and '\�7aier Conservation District (Flood Control District) is
proposing to relocate and enhance an existing ditch constructed in uplands (Line Z) and complete
construction of the, Lindsey Detention Basin to manage sion-nAvater flows from existing and
proposed urban development and create a riparian corridor in accordance with the City o,f
Antioch's East Lone Tree Specific Plan (Figures 1-3). The Line Z relocation portion of the
proposed project consists of excavating a new channel parallel to the alignment of the State
Route 4 Bypass (in construction), transferring flows to the new channel, filling the old channel,
and planting riparian species along the tae of slope of the low flow channel to create riparian
habitat. (Figure-4)
The Lindsey Basin portion of The proposed Project consists of excavating and filling portions of
the upland sections of the detention basin to conform its shape to The new infrastructure under
construction (SR4 Bypass and Laurel Rd) or proposed to constructed (Slatten Ranch Rd),
removing the existing outlet structure, "daylighting" a portion of Line Z that is currently
culverted, installing a new outlet structure, creating a new low flow channel through the
expanded detention basin to conform to the new Inlet and outlet, planting the new low flow
channel with riparian species, and filling the old low flow channel. (Figure 5)
The relocated and enhanced Line Z and expanded Lindsey Detention Basin will create quality
riparian habitat where none has ever existed before, will create 355 linear feet of additional
stream channel (net), and will not add any additional linear feet of hardscape to the completed
facilities.
Purpose & Need
In the 1980's the City of Antioch decided to promote the development of suburban housing and
businesses to accommodate a regional shortage in housing -",]thin The greater San Francisco Day
Area. The Flood Control District reacted to the City of Antioch's plans by developing a
watershed-based plan to collect and convey the anticipated increased slormwater. The "Drainage
Area 56 Plan" called for The construction of several storm drain lines (some surface based others
placed underground) to convey sionn,,vater and the development of a regional detention basins to
attenuate up to a 100-year flood flows. This plan was chosen over other options that would have
required substantial modifications to existing creeks.
In 1989, as the City began to permit the construction of new homes and businesses in the tipper
most reaches of the East Antioch Creek watershed, the Flood Control District constructed an
interim ditch (Line Z) through upland rangeland and orchards and began the first of many phases
of the construction of Lindsey Detention Basin to manage The stormwater from the new
development. Neither the Interim ditch nor the initially constructed detention basin were large
enough to convey and treat 100-year storm flows from the ultimately built community.
In 1996 the City developed The East Lone Tree Specific Plan, which envisioned the
transformation of approximately 785 acres of rangeland and orchards into residential,
commercial, and office development and the infrastructure to support it within southeastern
Page 1 of 6
t onna Costa CnI1MV 1_100d (. 0111101 and\eater C011serNau011 DauIcI
Reloc.auon and Ln];ancrn;cnt of 1_ine 2and C ompleuon of ih, l uulse� Delei Basin Project
Anachment#1 — Project Description
Antioch. An integral part of the Specific Plan called fot rnlar��ini� and relocating at an alignment
next to State Route 4 B,,Tass the innenin Line Z channel..cxparnding the Lindsey Detention Basin
to accommodate 100 year storm flows, creating) riparian habitat alone the channel, and
developing a recreational trail along the channel to Lindsey Basin.
As development xvithin southeastern Antioch continues and regional infrastructure like the State
Route 4 Bypass is constructed, the Flood Control District needs to complete these regional flood
protection facilities to protect these new communities in southeast Antioch, as well as those
downstream. All sections upstream of the proposed project have been completed by developers.
This is the last stretch of Line Z to be expanded and relocated.
Detailed Project Description
The proposed relocation and enhancement of Line Z includes the following elements.
♦ Excavating a new Line Z channel in uplands that will have the following dimensions:
♦ 2025 feet in length; 9.73 acres in size
♦ 130 feet wide at top of bank
♦ 10 feet wide channel invert
♦ 38 - 64 feet wide low flow channel
♦ 123,000 cubic yards (cy) of excavation
♦ Filling the old Line Z channel (after transferring flows to the new channel)
♦ 2995 feet in length; 3.44 acres
♦ 46 feet wide at top of bank
♦ 6 feet wide at channel invert
♦ 29,000 cy of fill
♦ Removing existing structures from old Line Z chamnel including:
♦ Three combination culverts/drop structures (creating access to farm fields on both sides
of the existing channel). Each structure has the following dimensions:
♦ Culverts are 132" in diameter (Corrigaied metal pipes) that are 50 feet long.
♦ 16 foot long drop inlet structure (immediately upstream of the culvert)
♦ 15' linear feet of rock slope protection upstream and downstream of the entire
structure
♦ One existing concrete bridge/l l-foot drop inlet structure from the southern (u/s) end of
The basin, including concrete rock slope protection downstream of the structure
♦ Constructing; two combination culvert/drop structures in new Line Z with approximately 20
linear feet rock slope protection upstream and dovmst-eam as needed.
♦ Planting the toe of slope of the new Line Z chatviel with riparian species (primarily willow
and cottonwood cuttings) to create riparian habitat
♦ Additional riparian habitat planting will be installed by adjacent developers as a condition
of approval when irrigation services are developed.
The completion of the Lindsey Detention Basin includes the following elements:
♦ Relocating the existing detention basin outfall structure 320 feet to the north (downstream)
♦ Removing the existing trash rack and outfall structure
Page 2 of 6
Contra Costa County Flood Contiol and 1Valff(.011SCTN'allon District
Relocation and Enhancement of Line 2 and(,oniplenon of the Lindsey Detention E,:;�in Protea
Attachment#1 —Project Description
* Removing IIIIA' pipe
1 .2 320 linear feel of concrete primary spillet -aV
* Excavating 330 feet of new low flov,, channel (additional length due to Sinuosity)
4 Constructing a new outfall structure and trash rack and corineCI in 2 11 10 the existing Line
Z pipe downstream
♦ Regrading the detention basin bottom and low flow channel to connect the new basin inlet
(d/s end of the new Line Z channel) with the new basin outlet structure.
* Existing low flow channel to be filled 925 linear feet.
* New low flow channel will be 2250 linear feet
♦ Regrading upland portions of the detention basin to conform to neNv and planned
infrastructure, including:
♦ Excavating 288,000 cubic yards (CY) - mainly in the northern portion of the e--%]!Zlln2
basin.
♦ Placing and compacting 105,000 CY of material into a portion of the basin recently
excavated. This area to be filled is generally in the south-east corner of the basin.
Placing and compacting the remaining 262,000 CY of material onto The previously used
fill site located north of the proposed Laurel Road (in construction) and South of the
Contra Costa Canal.
Construction Methodology
Excavation of new channel
The new line Z channel will be excavated using heavy equipment such as excavators, scrapers,
bulldozers, and backhoes as soon as all regulatory permits have been obtained and special status
species have been safely removed. The existing Line Z channel will remain operational until the
replacement Line Z channel has been completed a'nd is ready to accept low flows. A berm will
be maintained at all times between The already improved sections of Line Z upstream and the
newly constructed sections of Line Z to ensure low flows do not transfer prematurely.
Transfer of water between channels
The transfer of water generated from the runoff from suburban development will not occur until
the new Line Z channel has been completed and erosion control measures have been installed in
the channel invert. The construction contractor will develop a plan for Flood Control District
approval that will require the maintenance of water quality turbidity standards during the transfer
of flows.
Fill of old channel
While the water flows are transferred to the newly constructed Line Z biological moniiorers will
relocate all native aquatic species to a safe haven. Upon completion of the water transfer and the
relocation of the native wildlife the old Line Z channel will be filled and the old bardscaped
features will be removed. This will be done by typical heavy construction equipment.
Page 3 of 6
onn-a r .o5.ta =oumv Flood i onnol and 'Wate.r Consen-anon Disuici
Relncauon and L-nhancement of Line L and t:.ompletion of flhc LuAd cy Deiention Bain Project
.Anachrnent#I — Project Description
Plantin_p of new channel
The toe of the slope of the low flow charmel ,vlll be planted Nvith a mix of willow and
cottonwood cuttings in the late fall (November— December) after the construction of the new
Line Z channel. Although there is sufficient vear round run-off from the suburban development
upstream to sustain the plantings, these cuttings will not receive supplemental irrigation due to
the complete lack of irrigation facilities within the proje.c.t area. tones and Stokes will develop
plans and specifications for a contract to be administered by the Flood Control District. Jones
and Stokes Neill inspect the installation of the cuttings and conduct compliance monitoring
required by the maintenance contract and regulatory permit requirements. The slopes of the low
flow channel, benches and upper slopes of the. channel ,vill not be planted at this time due to the
lark of irri`ation infrastructure. The adjacent landowners ,vill complete the planting of the
channel facilities as a condition of approval by the City of Antioch once their developments
(including irrigation infrastructure) are constructed.
Current Conditions
Channel Characteristics
The interim Line: Z channel is a ditch constructed in uplands designed to convey runoff from
suburban development and storm flows from the impervious surfaces associated with
development. The interim Line Z channel is 46 feet at top of bank with 2:1 slopes that slough
dirt into the channel invert, which is 6 feet across. 11 is important to remember that prior to
upstream development there was no stream channel or defined bed and bank in this section of the
East Antioch Creek watershed. Pre-development sionn flows infiltrated into the ground and/or
sheet flowed across the landscape. Line Z is not a "blue-line" stream and the Army Corps of
Engineers has not claimed jurisdiction of it under the Clean Water Act.
The channel reach immediately upstream was relocated and enhanced in 2002 by a developer as
a condition of approval by the City of Antioch and requirements by the Flood Control District.
This reach of Line Z has the same geomorphic characteristics that the proposed project will. It is
also fully landscaped, reflecting the ultimate riparian plantings for the channel.
Vegetation
The Line Z channel invert is covered with cattails, while the slopes support minimal ruderal
vegetation (Figures 6-7). Approximately 5 trees grow at top of bank along the 2995 feet of
channel length. No special status species are believed to.occur.
Adjacent upland areas consist mostly of abandoned orchards, fields, and grazing lands. Many
areas are disked. Vegetation is dominated by grasses and "weedy" herbaceous plants.
Wildlife Habitat
There are two distinct wildlife habitats associated with the proposed project areas (both the
channel and the detention basin): The upland non-native grasslands and the aquatic habitat
associated with the channel itself. The upland habitat supports a number.of common insect,
Page 4 of 6
Contra Costa County Flood Connol and \eater C.on�ervauon District
Relocation and Enhancement of Line . and C otnplcuon of the Lindsey Detention l .: m Pnoiecl
Attachment#1 —Project Description
reptile,bird, and mammal species. On a re.c.ent site visit wesiern fence Ii-ard, pheasant. red tail
hawk, turkey vulture, rabbit, squin-el. and coyote were either directly nhserved or suns observed.
Please see Attachment #2: Habitat Assessment for Lindsey Basin and hast Antioch Creek Flood
Control Channel by Wildlife Research Associates for a full discussion.
Listed Species
There are five special status species with the some potential to occur at the project site.
♦ California tiger salamander— The project area is outside of the range for this listed species.
Therefore no impacts will occur to this species.
♦ California red-legged frog—Bases upon previous focused protocol-level surveys conducted
in 2001 by Sycamore. and Associates: this species does not occur within Line Z.
♦ Northwestern pond turtle — There is no potential habitat within Lindsey Basin or Line Z and
no known sitings within five miles. Therefore no impacts will occur to this species.
♦ Nesting passerines— There is a high potential for passerines to nest in the project area and
associated habitats. Mitigation measures are outlined below.
♦ Western burrowing owl — This species is known to occur within the project site. Mitigation
measures are outlined below.
Please see Attachment #2: Habitat Assessment for Lindsey Basin and East Antioch Creek Flood
Control Channell by Wildlife Research Associates for a full discussion.
Mitigati®n Measures
A number of mitigation measures will be employed to ensure impacts to sensitive habitats and
species are avoided and minimized where feasible. These measures include:
Passerine Nesting Habitat
The proposed project could result in the removal of potential nesting habitat for a variety of
passerine species within the upland areas and along Line Z. Upland areas will be disked and all
trees and shrubs will be cut prior to the onset of the breeding season (February 1) to prohibit
nesting behavior within the project area. Please see Attachment 42: Habitat Assessment for
Lindsey Basin and East Antioch Creek Flood Control Channel by Wildlife Research Associates
for full discussion.
Burrowing owl exclusion
The proposed project could result in the removal of potential nesting habitat and possible direct
take of burrowing owls. The Flood Control District will implement a burrowing owl exclusion
program prior to the onset of the breeding season (February 1). The Flood Control District has
already been in contact with Janice Gan, DFG Wildlife Biologist, to coordinate the
implementation of this program. Please see Attachment #2: Habitat Assessment for Lindsey
Basin and East Antioch Creek Flood Control Channel by Wildlife Research Associates for full
discussion.
Page 5 of 6
Comra Gnsta (..ounty F1 nod CGino] and \A aiei Conser%auon Distnc:
Relocation and Enhancemcni of l_nx 2 and (I ompletion of flee l.mdsev Deiemion Basin Project
Attachment #t —Project Description
7tansfet of water flow from old channel to new channel
7o minimize irnpac.Is to Nater resources the Flood Control District N ilIcon struct the new Line Z
channel. install appropriate erosion control in the channel invert prior to introducing any flows.
Biological monitors will work in the old Line Z channel to catch and transfer any native wildlife
that is stranded in the old Line Z Channel to the existing section of the improved Line Z channel
upstream of the project area.
Plantin_q plan
To mitigate for the temporal loss of cattail marsh habitat, the Flood Control District will plant the
toe of the slope of the low flow channel with a mix of N illow and cottonwood cuttings to quickly
establish woody riparian habitat. Runoff from the sul-)m-han development Neill provide ample
eater to sustain the cuttings planted at the toe of slope. Due to a lack of irrigation infrastructure
in the area, the cuttings will not be irrigated. The Flood Control District has hired Jones and
Stokes and Associates to develop planting plans, which -xvill be advertised as a separate contract
and installed in late fall 2006. The slopes of the channel will be hydroseeded with a mix
including native grass and herbaceous species.
Page 6 of 6