The Yucaipa area is a small alluvial-filled basin bordered on three sides by crystalline bedrock. Several faults that transect the alluvial deposits retard the flow of ground water and divide the area into seven separate ground-water subbasins. Each of the subbasins was evaluated as a potential recharge site, and Wilson Creek subbasin was selected as the most favorable. The study indicates that artificial recharge of 6,000 acre-feet per year should be possible through surface spreading in Wilson Creek subbasin.
The test drilling and infiltration test conducted at the Yucaipa damsite indicate that material underlying the site is highly permeable and readily transmits water. An unlined reservoir at this site would initially lose a considerable quantity of water through infiltration and would be difficult, if not impossible, to fill.
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\nMapping of the surface geology will continue in areas where waste waters may be recharging the aquifer. Water-quality data will be collected at additional sites, and some sites will be resampled where pollution may be occurring or where more background data are needed.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr70272","usgsCitation":"Reeves, R., and Blakey, J., 1970, Geology and water quality at selected locations in the San Antonio area, Texas, Progress Report, 1969: U.S. Geological Survey Open-File Report 70-272, 17 p., https://doi.org/10.3133/ofr70272.","productDescription":"17 p.","numberOfPages":"20","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":175033,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1970/0272/report-thumb.jpg"},{"id":281739,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1970/0272/report.pdf"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad6e4b07f02db684155","contributors":{"authors":[{"text":"Reeves, R.D.","contributorId":95043,"corporation":false,"usgs":true,"family":"Reeves","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":254693,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Blakey, J.F.","contributorId":23969,"corporation":false,"usgs":true,"family":"Blakey","given":"J.F.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":254692,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":39676,"text":"pp640B - 1970 - Larger foraminifera of late Eocene age from Eua, Tonga","interactions":[],"lastModifiedDate":"2012-02-02T00:10:19","indexId":"pp640B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1970","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"640","chapter":"B","title":"Larger foraminifera of late Eocene age from Eua, Tonga","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Late Eocene fossils from Eua, Tonga","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"ENGLISH","doi":"10.3133/pp640B","usgsCitation":"Cole, W., 1970, Larger foraminifera of late Eocene age from Eua, Tonga: U.S. Geological Survey Professional Paper 640, p. 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The basic steps in the evaluation procedure were (1) definition of the long- term goals of the streamflow-data program in quantitative form, (2) examination and analysis of all available data to determine which goals have already been met, and (3) consideration of alternate programs and techniques to meet the remaining objectives. The principal goals are (1) to provide current streamflow data where needed for water management and (2) to define streamflow characteristics at any point on any stream within a specified accuracy. It was found that the first goal generally is being satisfied but that flow characteristics at ungaged sites cannot be estimated within the specified accuracy by regression analysis with the existing data and model now available. This latter finding indicates the need for some changes in the present data program so that the accuracy goals can be approached by alternate methods. The regression method may be more successful at a future time if a more suitable model can be developed, and if an adequate sample of streamflow records can be obtained in all areas. In the meantime, methods of transferring flow characteristics which require some information at the ungaged site may be used. 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