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Eastwood Trust APPLICATION 030497B Petition Environmental Form

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    Page 2 of 4

    Coordination with Regional Water Quality Control Board

    For change petitions only, you must request consultation with the Regional Date of RequestWater Quality Control Board regarding the potential effects of your proposedchange on water quality and other instream beneficial uses. (Cal. Code Regs.,tit. 23, 794.) In order to determine the appropriate office for consultation, see:http://www.waterboards.ca.gov/waterboards_map.shtml. Provide thedate you submitted your request for consultation here, then provide the followinginformation.

    Will your project, during construction or operation, (1) generate waste orwastewater containing such things as sewage, industrial chemicals, metals, Yes Noor agricultural chemicals, or (2) cause erosion, turbidity or sedimentation?

    Will a waste discharge permit be required for the project? Yes No

    If necessary, provide additional information below:

    Insert the attachment number here, if applicable:

    Local Permits

    For temporary transfers only, you must contact the board of supervisors for the Date of Contactcounty(ies) both for where you currently store or use water and where you proposeto transfer the water. (Wat. Code 1726.) Provide the date you submittedyour request for consultation here.

    For change petitions only, you should contact your local planning or public works department and provide the

    information below.

    Person Contacted: Date of Contact:

    Department: Phone Number:

    County Zoning Designation:

    Are any county permits required for your project? If yes, indicate type below. Yes No

    Grading Permit Use Permit Watercourse Obstruction Permit

    Change of Zoning General Plan Change Other (explain below)

    If applicable, have you obtained any of the permits listed above? If yes, provide copies. Yes No

    If necessary, provide additional information below:

    Insert the attachment number here, if applicable:

    June 21, 2013

    not applicable

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    Page 3 of 4

    Federal and State Permits

    Check any additional agencies that may require permits or other approvals for your project:

    Regional Water Quality Control Board Department of Fish and Game

    Dept of Water Resources, Division of Safety of Dams California Coastal Commission

    State Reclamation Board U.S. Army Corps of Engineers U.S. Forest Service

    Bureau of Land Management Federal Energy Regulatory Commission

    Natural Resources Conservation Service

    Have you obtained any of the permits listed above? If yes, provide copies. Yes No

    For each agency from which a permit is required, provide the following information:

    Agency Permit Type Person(s) Contacted Contact Date Phone Number

    If necessary, provide additional information below:

    Insert the attachment number here, if applicable:

    Construction or Grading Activity

    Does the project involve any construction or grading-related activity that has significantly Yes Noaltered or would significantly alter the bed, bank or riparian habitat of any stream or lake?

    If necessary, provide additional information below:

    Insert the attachment number here, if applicable:

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    13868, although there will be some changes in the places where these diversions occur.The effects of these changes in points of diversion are described in the June 2013 WestYost Associates report, Groundwater and Surface Water Evaluation Report,Eastwood/Odello Water Right Change Petition Project, a copy of which is included inAttachment 11.

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    Attachment 9

    Change Petition Map

    The following map is an 8 x 11-inch copy of the map that shows all of the requestedchanges in authorized points of diversion and places of use of License 13868A. The 22 x

    34-inch original of this map is being filed with this petition.

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    Attachment 10

    Photographs

    The following photographs all were prepared from Google Earth aerial photos on June20, 2013.

    The first page, titled OVERALL WELL EXHIBIT shows the locations of, andvegetation at, the existing and proposed points of diversion and most of the existing andproposed places of use.

    The second and third pages, titled WELL NO. 2 EXHIBIT and WELL NO. 1EXHIBIT, show the vegetation at the existing points of diversion.

    The following four pages, titled RANCHO CAADA WELL EXHIBIT, CYPRESSAND PEARCE WELLS EXHIBIT, SCHULTE WELL EXHIBIT, and BEGONIAAND BERWICK WELLS EXHIBIT, show the vegetation at the proposed new points of

    diversion.

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    REDUCED

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    Attachment 11

    West Yost Associates Report

    See attached Report, dated June 2013: Groundwater and Surface Water EvaluationReport, Eastwood/Odello Water Right Change Petition Project.

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    Groundwater and SurfaceWater Evaluation Report

    Eastwood/Odello

    Water Right Change

    Petition Project

    Macaulay Water Resources and

    Barkiewicz, Kronick,

    & Shanahan

    June 2013

    555-00-13-03

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    Table of Contents

    i Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

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    iiGroundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

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    1-1 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    CHAPTER 1

    Introduction

    REPORT ORGANIZATION1.1

    PROJECT BACKGROUND1.2

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    Chapter 1

    1-2 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    Table 1-1. Estimated Long-Term Mean Monthly Applied Water and Evapotranspiration

    January

    February

    March

    April

    May

    June

    July

    August September

    October

    November

    December

    ANNUAL 124.0 100.0% 85.6 0.118 53

    - -

    STUDY OBJECTIVES1.3

    WATER RESOURCES SETTING1.4

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    Chapter 1

    1-3 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    1.4.1Study Area

    1.4.2Rainfall

    1.4.3Surface Water Hydrology

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    Chapter 1

    1-4 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    1.4.4Groundwater Hydrology

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    Chapter 1

    1-5 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    1.4.5Aquifer Properties

    Table 1-2. Results of Aquifer Simulation Studies

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    1

    68

    San ClementeReservoir

    Los PadresReservoir

    White RockLake

    CARMEL BAY

    CARMELVALLEY

    CarmelRiver

    Chup

    ines

    Creek

    TularcitosCreek

    BlackR

    ockCreek

    CachaguaCreek

    Carm

    elRiver

    SSIIEE

    RRRRAA

    DDEELL

    SSAALLIINNAASS

    SSAANNTTAA

    LLUUCC

    II

    AA

    RRAANN

    GGEE

    RM 0.0

    RM 10.0

    Last Saved: 6/19/2013 11:27:21 AM areimer; N:\Clients\555 Macaulay Water Resources\00-13-03 Odello Ranch GW Eval\GIS\Figures\Report Figures 20130619\Figure11_Watershed.mxd

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    Fresno

    Modesto

    BakersfieldAvil a Beach

    San Francisco

    Carmel Valley

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    PEARSE

    CAADA #2

    SCHULTE #2CYPRESS #2BERWICK #8

    BERWICK #9

    BEGONIA #2EASTWOOD/ODELLOWELL 2

    1

    68

    Last Saved: 6/19/2013 12:31:16 PM areimer; N:\Clients\555 Macaulay Water Resources\00-13-03 Odello Ranch GW Eval\GIS\Figures\Report Figures 20130619\Figure12_CalAmWells.mxd

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    Highway 1BridgeGauge

    Don JuanBridgeGauge

    SleepyHollow

    Weir Gauge

    USGS CarmelRiver near

    Carmel Gauge

    USGS CarmelRiver at Roblesdel Rio Gauge

    Carmel RiverLagoon Gauge

    RM 15.0

    RM 14.3

    RM 12.5

    RM 10.2RM 10.0

    RM 9.0

    RM 7.3

    RM 6.5RM 5.0

    RM

    0.0

    Last Saved: 6/19/2013 1:43:31 PM areimer; N:\Clients\555 Macaulay Water Resources\00-13-03 Odello Ranch GW Eval\GIS\Figures\Report Figures 20130619\Figure14_Streamgages.mxd

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    0

    500

    1,000

    1,500

    2,000

    2,500

    Oct-62

    Oct-64

    Oct-66

    Oct-68

    Oct-70

    Oct-72

    Oct-74

    Oct-76

    Oct-78

    Oct-80

    Oct-82

    Oct-84

    Oct-86

    Oct-88

    Oct-90

    Oct-92

    Oct-94

    ManthlyAverageFlo

    w,

    cfs

    Carmel River Monthly Average Flow Data, USGS Robles Del Ri

    0

    0

    500

    1,000

    1,500

    2,000

    2,500

    Oct-62

    Oct-64

    Oct-66

    Oct-68

    Oct-70

    Oct-72

    Oct-74

    Oct-76

    Oct-78

    Oct-80

    Oct-82

    Oct-84

    Oct-86

    Oct-88

    Oct-90

    Oct-92

    Oct-94

    Oct-96

    Oct-98

    Oct-00

    Oct-02

    Oct-04

    Oct-06

    Oct-08

    Oct-10

    Manthly

    AverageFlow,

    cfs

    Carmel River Monthly Average Flow Data, USGS Carmel Gauge, 19622012

    0

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    2-1 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    CHAPTER 2

    Methodology

    DATA COMPILATION AND REVIEW2.1

    EVALUATION OF GROUNDWATER LEVEL IMPACTS2.2

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    Chapter 2

    2-2 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

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    Information Type Relevence to Study

    Groundwater Production Data

    Surface Water Hydrology

    Table 2-1. Key Data and Reports Compi led and Reviewed for This Evalua

    Reports

    Groundwater Level Data

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    Well / River

    Distance From

    Pumping Well

    (ft)

    Aqu ifer

    Thickness

    (ft)

    Hydraulic

    Conductivity,

    K (ft/d)

    Transmissivity

    (g/d ft)

    Storativity,

    S

    Specific Yield,

    Sy

    Base

    Pumping

    Rate (GPM)

    Base +

    Ass ignment

    Pumping

    Rate (GPM)

    Odello

    Canada

    Cypress

    Pearse

    Schulte

    Begonia #2

    Berwick#9

    Berwick#8

    Table 2-2. Model Input Parameters for Quantif ication of Groundwater Level Drawdown

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    Chapter 2Methodology

    2-5 Groundwater and Surface Water Evaluation Report

    June2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    Table 2-3. Proposed Eastwood/Odello Ass ignment on Munic ipal Demand Pattern

    Month

    Monthly Municipal

    Demand Pattern(1)

    Monthly Diversion ofProposed Eastwood/Odello

    Assignment (AF)

    Well Extraction Rate forDiversion of Proposed

    Assignment (GPM)

    January 3.3% 5.5 40February 3.4% 5.0 40March 4.7% 5.7 42April 7.5% 6.4 48May 11.0% 8.0 59June 12.9% 8.6 65July 12.9% 9.2 67August 12.6% 9.2 67September 11.1% 8.4 63October 9.8% 7.8 57November 6.5% 6.1 46December 4.4% 5.6 41ANNUAL 100.0% 85.6 53(1) MPWMD, 2013. Cal-Am Main System monthly demand distribution based on reported production for the 10-year period

    from Water Year 1998 to 2007.

    SOURCE: Cal-Am monthly production records submitted to MPWMD.

    EVALUATION OF STREAM FLOW IMPACTS2.3

    As noted above, Eastwood/Odello water right License 13868 has historically been utilized for

    irrigation purposes. As a result, a portion of the pumped water re-enters the groundwater basinthrough infiltration from irrigation return flows, while the rest of the pumped water is consumed

    through evapotranspiration (ET). The amounts of consumptive use were quantified by Davids

    Engineering in 2013 and are summarized by month in Table 1-1. As indicated in Table 1-1, the

    estimated average annual consumptive use is 85.6 acre-feet, which equates to an annual averageflow rate of 0.118 cfs.

    For this analysis, it is assumed that, for the Project, the total annual additional pumping of the

    seven Cal-Am wells that will be used for the Project will equal the annual ET rate in Table 1-1.All of these wells pump from either aquifer zone AS3 or aquifer zone AS4. It is also assumedthat the pumping of water for the Project through these Cal-Am wells will cause instantaneous,

    one-to-one flow reductions in the surface water flows in the reach of the Carmel River between

    the point of the river that is adjacent to the well point and the point on the river that is adjacent to

    the existing Eastwood/Odello well. The actual impacts of this change in pumping location onriver flows are likely to be delayed, and are likely to be less than one-to-one, due to the

    attenuating effects of withdrawing water from the aquifer rather than directly from the river. The

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    Chapter 2

    2-6 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

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    3-1 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    CHAPTER 3

    Results

    RESULTS OF GROUNDWATER DRAWDOWN ANALYSIS3.1

    3.1.1Well Maps and Groundwater Pumping Assessment

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    Pumping Well

    Observation

    Point

    Distance From

    Pumping Well (ft)

    Base Case

    Pumping Rate

    (GPM)

    Drawdown After

    30 days of

    Pumping (ft)

    Drawdown After

    100 days of

    Pumping (ft)

    Base + Assignment

    Pumping Pumping

    Rate (GPM)

    Drawdown After

    30 days of

    Pumping (ft)

    Drawdown After

    100 days of

    Pumping (ft)

    D

    Odello

    Canada

    Cypress

    Pearse

    Schulte

    Begonia #2

    Berwick#9

    Berwick#8

    Table 3-1. Summary of Predicted Groundw ater Level Declines Resulting fro m Historic al Cal-Am Pumping and Eastwood

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    EASTWOOD/ODELLO

    WELL 2

    #170#171

    #188

    #194

    #196

    #200

    #202

    310

    0 500250

    Scale in Feet

    FIGURE 3-1Eastwood/Odello Water Right

    Change Petition Project

    PRIVATE PUMPING 2012 AND

    WELL DISTANCES FROMEASTWOOD/ODELLO WELL 2

    LEGEND

    Private Production Well

    Distance to River (feet)

    Carmel River

    Private Pumping

    (acre-feet per y ear)

    < 0.01

    0.01 - 1.0

    1.0 - 5.0

    5.0 - 10

    10 - 25

    > 25

    Confidential: attorney-client and work product privileges.

    NOTE:1. Numbers assigned to the private pumping zones are not real well names or IDs. They are numbers provided and used by West YostAssociates in order to identify the different private pumping areas. Those areas with more than one well were assigned one identifyingnumber.2. Private pumping zones with pumping totals were obtained from Monterey Peninsula Water Management District (MPWMD) (March,

    2013).3. Private production well locations were calculated based on the centroids of each pumping zone with a value greater than 0 acre-feet peryear. These do not depict actual well locations.4. Eastwood/Odello Well 2 falls in the private pumping zone labeled as #171.

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    West ofHWY 1

    SectorI-II

    SectorIV-V

    East of Camp

    Stefani

    Sector

    II-III

    Sector

    V-VI

    SectorVII-VIII

    SectorIII-IV

    Sector

    XI-XII

    SectorVI-VII

    SectorVIII-IX

    SectorXII-XIII

    Sector

    XIII-XIV

    SectorX-XI

    Sector

    IX-X

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    Chapter 3

    3-6 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

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    Chapter 3

    3-7 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    RESULTS OF SURFACE WATER STREAM FLOW ANALYSIS3.2

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    Chapter 3

    3-8 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    Table 3-2. Summary of Carmel River Flow Ranges by Month, Carmel Gauge, 19622012

    Year Round 9,050 47 16 37 47 14 39

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    Chapter 4

    4-2 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    SURFACE WATER IMPACTS4.2

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    5-1 Groundwater and Surface Water Evaluation ReportJune2013 Eastwood/Odello Water Right Change Petition ProjectN:\Clients\555-00-13-03 \WP\060713 tb5 R Odello GW Eval

    CHAPTER 5

    References

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    APPENDIX A

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    Appe

    Eastwood/Odello Water R

    CARMEL VALLEY AQ

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    APPENDIX B

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    RUBIN

    CVR01

    CVR08

    CVR05

    WELL E

    SERO#4

    BROOKDALE

    COYOTE US

    BORONDA RD

    REIMERS #1

    CV HIGH #1

    VIAMALLORCA

    VALLEYGREENS

    SCHULTE ROAD

    CENTER STREET

    CAWD_ DEWATER

    CAWD RIO NORTHCAWD RIO ROAD TEST

    WILLIAMS SOUTH

    WILLIAMS NORTH

    STPARKS BEACH-W-SSTPARKS BEACH-E-DSTPARKS BEACH-C-I

    MIDVALLEY

    MONITOR

    RC EASTMONITOR

    RC WEST MONITOR

    CLARK WELLSFARGO

    STPARKS NRCAWD-DEEPSTPARKS NRCAWD-INTSTPARKS NRCAWD-SH

    STPARKS WETLANDS-W-DSTPARKS WETLANDS-E-SSTPARKS WETLANDS-C

    WETLANDPIEZOMETER 3

    KAMISKEMONITOR

    (A1)

    1

    68

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