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SU0013451
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SU0013451
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Last modified
5/17/2021 4:00:53 PM
Creation date
6/23/2020 11:17:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013451
PE
2600
FACILITY_NAME
WC-90-1
STREET_NUMBER
2248
Direction
W
STREET_NAME
LAKE FOREST
STREET_TYPE
RD
City
ACAMPO
APN
00306001
ENTERED_DATE
6/17/2020 12:00:00 AM
SITE_LOCATION
2248 W LAKE FOREST RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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4.6 WATER RESOURCES <br /> projects. Since the proposed project intends to obtain water under a riparian right, it is appropriate and <br /> necessary for this EIR to evaluate the potential environmental impacts associated with such water use, <br /> and to identify suitable mitigation measures for significant impacts. <br /> i <br /> For the proposed project, the applicant may divert water from the Mokelumne River for direct irrigation <br /> (e.g., of the golf course or pasture) under a claim of riparian right. This diversion would occur during <br /> the irrigation season only, when streamflows in the river are likely to be low. The preceding water <br /> balance has shown the greatest need for such diversions to be toward the end of the dry summer season, <br /> coinciding with the time when new diversions would have the greatest effect on in-stream flow conditions <br /> and other uses of the Mokelumne River (Tables 4.6-2 and 4.6-3). The applicant could not meet this dry <br /> season irrigation requirement by wintertime diversions from the Mokelumne River under a claim of <br /> riparian right, since such diversions would require lengthy storage (i.e., several months) beyond that <br /> permitted for a riparian right. Therefore,while the right to divert water for irrigation purposes clearly <br /> exists under the riparian doctrine,were this right to be exercised for the project it could, from year-to- <br /> year,significantly affect dry season streamflow conditions and other established uses of the lower reaches <br /> of the Mokelumne River. It should be noted that the riparian rights are not lost due to non-use. <br /> Appropriative Rights <br /> To divert water for storage and later use, or to take water from a stream for use on non-riparian land, <br /> an appropriation of water must be obtained from the State Water Resources Control Board, Division of <br /> Water Rights. For the proposed Buckeye Ranch project, an appropriative right would be required for: <br /> (a) the diversion and storage (in the Tracy Lakes) of streamflow from the Mokelumne River (for lake <br /> maintenance and later irrigation);and(b)capture and storage of runoff from the Jahant Slough watershed <br /> to a greater extent than occurs naturally. <br /> For the first situation, no new appropriations are possible during the period of June 15 to September 30; <br /> but no formal determinations have been made by the Division of Water Rights as to the amount of water <br /> that might be available for appropriation from the Mokelumne River during the winter-spring runoff <br /> season. Certainly under high streamflow conditions (especially at or near flood stage) water could <br /> probably be diverted to the lakes from the Mokelumne River. Unfortunately,high runoff flows are not <br /> a reliable source, since they are a function of annual rainfall-runoff conditions, plus the effects of <br /> controlled releases (and storage) at Camanche Dam. A review of streamflow records shows that <br /> Mokelumne River streamflows (at Woodbridge)have not reached 500 cfs since the winter of 1986-87 <br /> and, for the most part, the flows have been less than 100 cfs. It is not a certainty, but it is likely that <br /> no appropriative diversions from the Mokelumne River for the project would have been possible during <br /> the past four years, given the below average rainfall-runoff conditions in the region. Consequently, <br /> winter diversions could not have significantly altered the project water supply to eliminate the need for <br /> dry season make-up water from groundwater or riparian diversions, as indicated by the water balance <br /> analysis (Tables 4.6-2 and 4.6-3). Also, when streamflow conditions in the Mokelumne River are high <br /> 4.6-13 <br />
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