{"pageNumber":"2606","pageRowStart":"65125","pageSize":"25","recordCount":68827,"records":[{"id":76907,"text":"tem1036 - 1959 - Geology of the Marble exploration hole 4, Nevada Test Site, Nye County, Nevada","interactions":[],"lastModifiedDate":"2015-11-02T13:47:46","indexId":"tem1036","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":338,"text":"Trace Elements Memorandum","code":"TEM","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1036","title":"Geology of the Marble exploration hole 4, Nevada Test Site, Nye County, Nevada","docAbstract":"<p>The Marble exploration hole 4 was drilled to determine the chemical and physical properties of marble from the surface to depth of about 1,200 feet. The drill hole is in the north-central part of the Tippipah Spring quadrangle, approximately 40 miles north of Mercury, Nev. The collar of the hole is at an elevation of 5,490.28 feet and has the Nevada State grid coordinates of N. 904,480.13 and E. 637,758.38. The hole is accessible by a graded dirt road easily traversed by heavy construction equipment, that connects to the highway between Mercury and Groom Lake.</p>\n<p>The hole was core drilled by Minerals Engineering Company, Grand Junction, Colo., with a 2,000-foot capacity Portadrill drilling rig and conventional NX coring equipment. Drilling was started July 13, and completed August 30, 1959. The drilling fluid was water for most of the hole. At some places in the hole, where loss of drilling fluid was high, the water was thickened with bentonitic mud. At 1,103 feet, presumed caving of the hole caused the drill stem to stick so that it could not be withdrawn; subsequently about 920 feet of the drill stem was recovered. The hole was then reamed to 800 feet and cemented from 785 to 855 feet. &nbsp;A whipstock was emplaced at depth of 805 feet so that the hole, which was vertical to this depth, would be deflected 4&deg; from the vertical. Core was recovered for this part of the hole from 1,088 to 1,187 feet, the total depth. Seven feet of 8-inch outside diameter casing was set from the collar.</p>\n<p>This report summarizes the information obtained during preparation of the lithologic log of the core and presents results of chemical analyses of marble samples collected from surface near the drill hole. The report was prepared by the U.S. Geological Survey on behalf of the Albuquerque Operations Office, U.S. Atomic Energy Commission. The writers acknowledge the assistance of Mr. John Foster, drilling foreman for Minerals Engineering Company and Mr. Walter A. Johnson, field engineer for Holmes and Narver, Inc., the engineering-contracting firm.</p>","largerWorkTitle":"U.S. Geological Survey","language":"English","doi":"10.3133/tem1036","usgsCitation":"McKeown, F.A., and Wilmarth, V.R., 1959, Geology of the Marble exploration hole 4, Nevada Test Site, Nye County, Nevada: U.S. Geological Survey Trace Elements Memorandum 1036, 26 p., https://doi.org/10.3133/tem1036.","productDescription":"26 p.","numberOfPages":"28","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":192462,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/tem1036.jpg"},{"id":310949,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tem/1036/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Nevada","county":"Nye County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-115.9082,39.1615],[-115.5191,38.9578],[-115.4725,38.9325],[-115.4433,38.9162],[-115.3694,38.8769],[-115.363,38.874],[-115.242,38.8093],[-115.0969,38.7309],[-115.0777,38.721],[-115.0604,38.7107],[-115.0291,38.6937],[-114.999,38.6777],[-114.9996,38.592],[-114.9997,38.4315],[-114.9994,38.3894],[-115.0004,38.0507],[-115.1185,38.0508],[-115.1436,38.0508],[-115.326,38.0515],[-115.3453,38.0514],[-115.4003,38.051],[-115.4587,38.0506],[-115.6394,38.0512],[-115.6581,38.051],[-115.8404,38.0504],[-115.8931,38.0507],[-115.8938,37.723],[-115.8969,37.5498],[-115.8975,37.2796],[-115.8982,37.1926],[-115.8942,36.8425],[-115.8941,36.686],[-115.8945,36.6702],[-115.8949,36.598],[-115.8949,36.5962],[-115.8946,36.5858],[-115.8947,36.5005],[-115.8945,36.4806],[-115.8949,36.462],[-115.8944,36.457],[-115.8948,36.3087],[-115.8945,36.2923],[-115.8943,36.1957],[-115.8945,36.1608],[-115.8948,36.1163],[-115.8948,36.0927],[-115.895,36.0015],[-115.9178,36.0192],[-115.9518,36.0457],[-115.9925,36.0773],[-116.049,36.1211],[-116.0624,36.1314],[-116.1039,36.1636],[-116.1287,36.1829],[-116.1702,36.2152],[-116.173,36.2174],[-116.2311,36.2626],[-116.2834,36.3028],[-116.2954,36.3122],[-116.3752,36.373],[-116.5107,36.4764],[-116.5247,36.4871],[-116.5589,36.5131],[-116.574,36.5245],[-116.5946,36.54],[-116.6556,36.5867],[-116.6583,36.5888],[-116.6764,36.6024],[-116.706,36.6248],[-116.7895,36.6877],[-116.8424,36.7276],[-116.8453,36.7298],[-116.8806,36.7568],[-116.8912,36.7648],[-116.9237,36.7891],[-116.9641,36.8193],[-116.9783,36.8299],[-116.981,36.8319],[-117.0046,36.8495],[-117.164,36.9688],[-117.1639,36.9698],[-117.1637,37.0182],[-117.164,37.0894],[-117.1642,37.171],[-117.1641,37.1909],[-117.1641,37.1936],[-117.1665,37.6995],[-117.1664,37.714],[-117.1663,37.7285],[-117.1663,37.7435],[-117.1662,37.7585],[-117.1657,38.0019],[-117.2198,38.0482],[-117.2397,38.0483],[-117.239,38.0641],[-117.2408,38.0705],[-117.2653,38.0932],[-117.6896,38.4731],[-118.0197,38.7599],[-118.197,38.9154],[-118.1972,38.9993],[-117.8559,39.0746],[-117.7748,39.092],[-117.7008,39.1058],[-117.6409,39.1149],[-117.5946,39.1231],[-117.4742,39.1431],[-117.3823,39.1562],[-117.3609,39.1585],[-117.3318,39.1629],[-117.3063,39.1634],[-117.2849,39.1633],[-117.1995,39.1632],[-117.0856,39.1628],[-117.0322,39.1626],[-117.0144,39.1626],[-116.9871,39.1625],[-116.9158,39.1631],[-116.7562,39.1622],[-116.7301,39.1625],[-116.5996,39.1616],[-116.5859,39.162],[-116.4815,39.1616],[-116.3497,39.1618],[-116.2358,39.1616],[-116.0548,39.1624],[-115.9082,39.1615]]]},\"properties\":{\"name\":\"Nye\",\"state\":\"NV\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67ea22","contributors":{"authors":[{"text":"McKeown, Francis Alexander","contributorId":11699,"corporation":false,"usgs":true,"family":"McKeown","given":"Francis","email":"","middleInitial":"Alexander","affiliations":[],"preferred":false,"id":288138,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilmarth, Verl Richard","contributorId":72362,"corporation":false,"usgs":true,"family":"Wilmarth","given":"Verl","email":"","middleInitial":"Richard","affiliations":[],"preferred":false,"id":288139,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":76910,"text":"tem1031 - 1959 - Lithologic log and drilling information for the Marble exploration hole 3, U15 area, Nevada Test Site, Nye County, Nevada","interactions":[],"lastModifiedDate":"2015-10-19T15:31:13","indexId":"tem1031","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":338,"text":"Trace Elements Memorandum","code":"TEM","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1031","title":"Lithologic log and drilling information for the Marble exploration hole 3, U15 area, Nevada Test Site, Nye County, Nevada","docAbstract":"<p>The Marble exploration hole 3 is in the northern part of the Tippipah Spring NE 7-1/2 minute quadrangle at the north end of Yucca Valley (fig.1). &nbsp;The collar elevation of the hole is about 5,316 feet and has the approximate Nevada State coordinates of N. 903,093 and E. 674,870. The hole was drilled to determine the physical and chemical properties of the marble within a radius of 200 feet of a point 950 feet below the surface.</p>\n<p>The exploration hole is 978 feet deep and was drilled from June 12 to July 8, 1959, by Minerals Engineering Co. of Grand Junction, Colorado, using conventional NX coring equiipment and a Portadrill 2,500 drill rig. Water-base bentonitic mud was used as the drilling fluid in the upper part of the hole. Clear water was used after circulation became unrestorable below 200 feet. The hole was cased from surface to 20 feet. The drilling rate during coring ranged from 2.0 to 19.3 minutes per foot and averaged 4.6 minutes per foot (table 1). The core recovered was excellent in quality and quantity. The average core recovery is 92.7 percent (table 2).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/tem1031","usgsCitation":"Houser, F.N., and Poole, F.G., 1959, Lithologic log and drilling information for the Marble exploration hole 3, U15 area, Nevada Test Site, Nye County, Nevada: U.S. Geological Survey Trace Elements Memorandum 1031, 22 p., https://doi.org/10.3133/tem1031.","productDescription":"22 p.","numberOfPages":"23","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":194550,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/TEM1031.jpg"},{"id":310083,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/tem/1031/report.pdf","text":"Report","size":"7.90 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Nevada","county":"Nye County","otherGeospatial":"Rainier Mesa","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-115.9082,39.1615],[-115.5191,38.9578],[-115.4725,38.9325],[-115.4433,38.9162],[-115.3694,38.8769],[-115.363,38.874],[-115.242,38.8093],[-115.0969,38.7309],[-115.0777,38.721],[-115.0604,38.7107],[-115.0291,38.6937],[-114.999,38.6777],[-114.9996,38.592],[-114.9997,38.4315],[-114.9994,38.3894],[-115.0004,38.0507],[-115.1185,38.0508],[-115.1436,38.0508],[-115.326,38.0515],[-115.3453,38.0514],[-115.4003,38.051],[-115.4587,38.0506],[-115.6394,38.0512],[-115.6581,38.051],[-115.8404,38.0504],[-115.8931,38.0507],[-115.8938,37.723],[-115.8969,37.5498],[-115.8975,37.2796],[-115.8982,37.1926],[-115.8942,36.8425],[-115.8941,36.686],[-115.8945,36.6702],[-115.8949,36.598],[-115.8949,36.5962],[-115.8946,36.5858],[-115.8947,36.5005],[-115.8945,36.4806],[-115.8949,36.462],[-115.8944,36.457],[-115.8948,36.3087],[-115.8945,36.2923],[-115.8943,36.1957],[-115.8945,36.1608],[-115.8948,36.1163],[-115.8948,36.0927],[-115.895,36.0015],[-115.9178,36.0192],[-115.9518,36.0457],[-115.9925,36.0773],[-116.049,36.1211],[-116.0624,36.1314],[-116.1039,36.1636],[-116.1287,36.1829],[-116.1702,36.2152],[-116.173,36.2174],[-116.2311,36.2626],[-116.2834,36.3028],[-116.2954,36.3122],[-116.3752,36.373],[-116.5107,36.4764],[-116.5247,36.4871],[-116.5589,36.5131],[-116.574,36.5245],[-116.5946,36.54],[-116.6556,36.5867],[-116.6583,36.5888],[-116.6764,36.6024],[-116.706,36.6248],[-116.7895,36.6877],[-116.8424,36.7276],[-116.8453,36.7298],[-116.8806,36.7568],[-116.8912,36.7648],[-116.9237,36.7891],[-116.9641,36.8193],[-116.9783,36.8299],[-116.981,36.8319],[-117.0046,36.8495],[-117.164,36.9688],[-117.1639,36.9698],[-117.1637,37.0182],[-117.164,37.0894],[-117.1642,37.171],[-117.1641,37.1909],[-117.1641,37.1936],[-117.1665,37.6995],[-117.1664,37.714],[-117.1663,37.7285],[-117.1663,37.7435],[-117.1662,37.7585],[-117.1657,38.0019],[-117.2198,38.0482],[-117.2397,38.0483],[-117.239,38.0641],[-117.2408,38.0705],[-117.2653,38.0932],[-117.6896,38.4731],[-118.0197,38.7599],[-118.197,38.9154],[-118.1972,38.9993],[-117.8559,39.0746],[-117.7748,39.092],[-117.7008,39.1058],[-117.6409,39.1149],[-117.5946,39.1231],[-117.4742,39.1431],[-117.3823,39.1562],[-117.3609,39.1585],[-117.3318,39.1629],[-117.3063,39.1634],[-117.2849,39.1633],[-117.1995,39.1632],[-117.0856,39.1628],[-117.0322,39.1626],[-117.0144,39.1626],[-116.9871,39.1625],[-116.9158,39.1631],[-116.7562,39.1622],[-116.7301,39.1625],[-116.5996,39.1616],[-116.5859,39.162],[-116.4815,39.1616],[-116.3497,39.1618],[-116.2358,39.1616],[-116.0548,39.1624],[-115.9082,39.1615]]]},\"properties\":{\"name\":\"Nye\",\"state\":\"NV\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605a7d","contributors":{"authors":[{"text":"Houser, Frederick Northrup","contributorId":29523,"corporation":false,"usgs":true,"family":"Houser","given":"Frederick","email":"","middleInitial":"Northrup","affiliations":[],"preferred":false,"id":288142,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Poole, Forrest Graham","contributorId":80332,"corporation":false,"usgs":true,"family":"Poole","given":"Forrest","email":"","middleInitial":"Graham","affiliations":[],"preferred":false,"id":288143,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22588,"text":"ofr5912 - 1959 - Ground-water movement in a rectangular aquifer bounded by four ditches or canals","interactions":[],"lastModifiedDate":"2012-02-02T00:07:57","indexId":"ofr5912","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-12","title":"Ground-water movement in a rectangular aquifer bounded by four ditches or canals","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey, Water Resources Division, Ground Water Branch,","doi":"10.3133/ofr5912","issn":"0094-9140","usgsCitation":"Brown, R.H., 1959, Ground-water movement in a rectangular aquifer bounded by four ditches or canals: U.S. Geological Survey Open-File Report 59-12, 14 p. :ill. ;27 cm., https://doi.org/10.3133/ofr5912.","productDescription":"14 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":155341,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db667445","contributors":{"authors":[{"text":"Brown, Russell H.","contributorId":106151,"corporation":false,"usgs":true,"family":"Brown","given":"Russell","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":188522,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":55790,"text":"ofr591 - 1959 - Preliminary report on the availability of water in the Red Lake area, Navajo Indian Reservation","interactions":[],"lastModifiedDate":"2012-02-02T00:12:00","indexId":"ofr591","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-1","title":"Preliminary report on the availability of water in the Red Lake area, Navajo Indian Reservation","language":"ENGLISH","doi":"10.3133/ofr591","usgsCitation":"Akers, J.P., McClymonds, N.E., and Harshbarger, J.W., 1959, Preliminary report on the availability of water in the Red Lake area, Navajo Indian Reservation: U.S. Geological Survey Open-File Report 59-1, 22 p.; 2 pls., https://doi.org/10.3133/ofr591.","productDescription":"22 p.; 2 pls.","costCenters":[],"links":[{"id":100405,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1959/0001/report.pdf","size":"10468","linkFileType":{"id":1,"text":"pdf"}},{"id":100406,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0001/plate-1.pdf","size":"3931","linkFileType":{"id":1,"text":"pdf"}},{"id":100407,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0001/plate-2.pdf","size":"2394","linkFileType":{"id":1,"text":"pdf"}},{"id":181953,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1959/0001/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66c9d8","contributors":{"authors":[{"text":"Akers, J. P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":254244,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":254245,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Harshbarger, J. W.","contributorId":22309,"corporation":false,"usgs":true,"family":"Harshbarger","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":254243,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":53457,"text":"ofr5945 - 1959 - Ground-water data from St. Thomas, Virgin Islands","interactions":[],"lastModifiedDate":"2012-02-02T00:11:54","indexId":"ofr5945","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-45","title":"Ground-water data from St. Thomas, Virgin Islands","language":"ENGLISH","doi":"10.3133/ofr5945","usgsCitation":"Grossman, I., 1959, Ground-water data from St. Thomas, Virgin Islands: U.S. Geological Survey Open-File Report 59-45, 38 p., 1 fig., https://doi.org/10.3133/ofr5945.","productDescription":"38 p., 1 fig.","costCenters":[],"links":[{"id":173928,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1959/0045/report-thumb.jpg"},{"id":87447,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0045/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87448,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0045/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87449,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0045/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":87450,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1959/0045/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aafe4b07f02db66d086","contributors":{"authors":[{"text":"Grossman, I.G.","contributorId":52574,"corporation":false,"usgs":true,"family":"Grossman","given":"I.G.","email":"","affiliations":[],"preferred":false,"id":247652,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56171,"text":"ofr5993 - 1959 - Investigation of the quality of ground water in the vicinity of Derby, Colorado","interactions":[{"subject":{"id":56171,"text":"ofr5993 - 1959 - Investigation of the quality of ground water in the vicinity of Derby, Colorado","indexId":"ofr5993","publicationYear":"1959","noYear":false,"title":"Investigation of the quality of ground water in the vicinity of Derby, Colorado"},"predicate":"SUPERSEDED_BY","object":{"id":2710,"text":"wsp1658 - 1964 - Ground-water resources of the South Platte River Basin in western Adams and southwestern Weld Counties, Colorado","indexId":"wsp1658","publicationYear":"1964","noYear":false,"title":"Ground-water resources of the South Platte River Basin in western Adams and southwestern Weld Counties, Colorado"},"id":1}],"supersededBy":{"id":2710,"text":"wsp1658 - 1964 - Ground-water resources of the South Platte River Basin in western Adams and southwestern Weld Counties, Colorado","indexId":"wsp1658","publicationYear":"1964","noYear":false,"title":"Ground-water resources of the South Platte River Basin in western Adams and southwestern Weld Counties, Colorado"},"lastModifiedDate":"2012-02-02T00:12:06","indexId":"ofr5993","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-93","title":"Investigation of the quality of ground water in the vicinity of Derby, Colorado","language":"ENGLISH","doi":"10.3133/ofr5993","usgsCitation":"Petri, L.R., and Smith, R., 1959, Investigation of the quality of ground water in the vicinity of Derby, Colorado: U.S. Geological Survey Open-File Report 59-93, 61 p., 7 pls., 5 figs., 13 tables, https://doi.org/10.3133/ofr5993.","productDescription":"61 p., 7 pls., 5 figs., 13 tables","costCenters":[],"links":[{"id":181458,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47b3e4b07f02db49ed1f","contributors":{"authors":[{"text":"Petri, L. R.","contributorId":48944,"corporation":false,"usgs":true,"family":"Petri","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":254872,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, R.O.","contributorId":9340,"corporation":false,"usgs":true,"family":"Smith","given":"R.O.","email":"","affiliations":[],"preferred":false,"id":254871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":56161,"text":"ofr5976 - 1959 - Surface waters of Illinois River basin in Arkansas and Oklahoma","interactions":[],"lastModifiedDate":"2012-02-02T00:12:10","indexId":"ofr5976","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-76","title":"Surface waters of Illinois River basin in Arkansas and Oklahoma","docAbstract":"The estimated runoff from the Illinois River basin of 1,660 square miles has averaged 1,160,000 acre-feet per year during the water years 1938-56, equivalent to an average annual runoff depth of 13.1 inches. About 47 percent of the streamflow is contributed from drainage in Arkansas, where an average of 550,000 acre-ft per year runs off from 755 square miles, 45.5 percent of the total drainage area.\r\nThe streamflow is highly variable. Twenty-two years of record for Illinois River near Tahlequah, Okla., shows a variation in runoff for the water year 1945 in comparison with 1954 in a ratio of almost 10 to 1. Runoff in 1927 may have exceeded that of 1945, according to records for White River at Beaver, Ark., the drainage basin just east of the Illinois River basin. Variation in daily discharge is suggested by a frequency analysis of low flows at the gaging station near Tahlequah, Okla. The mean flow at that site is 901 cfs (cubic feet per second), the median daily flow is 350 cfs, and the lowest 30-day mean flow in a year probably will be less than 130 cfs half of the time and less than 20 cfs every 10 years on the average.\r\n\r\nThe higher runoff tends to occur in the spring months, March to May, a 3-month period that, on the average, accounts for almost half of the annual flow. High runoff may occur during any month in the year, but in general, the streamflow is the lowest in the summer. The mean monthly flow of Illinois River near Tahlequah, Okla., for September is about 11 percent of that for May. Records show that there is flow throughout the year in Illinois River and its principal tributaries Osage Creek, Flint Creek and Barren Fork.\r\n\r\nThe high variability in streamflow in this region requires the development of storage by impoundment if maximum utilization of the available water supplies is to be attained. For example, a 120-day average low flow of 22 cfs occurred in 1954 at Illinois River near Tahlequah, Okla. To have maintained the flow at 350 cfs, the median daily flow during the 19-year base period, an impoundment at that site would have required a usable storage of 185,000 acre-ft to satisfy this demand during the drought years 1954-1956.\r\n\r\nThe surface waters of the Illinois River basin are excellent quality being suitable for municipal, agriculture and most industrial uses. The average concentration of the dissolved mineral content is about 105 ppm (parts per million) and the hardness about 85 ppm. The water is slightly alkaline, having a range of pH values from 7.2 to 8.0.\r\n\r\nThis report gives the estimated average discharge at gaging stations and approximations of average discharge at the State line for 3 sub-basins during the 19-year period October 1937 to September 1956, used as a base period in this report. Duration-of-flow data for various percentages of the time are shown for the period of observed record at the gaging stations; similar data are estimated for the selected base period. Storage requirements to sustain flow during the recent drought years are given for 3 stations. The streamflow records in the basin are presented on a monthly and annual basis through September 1957; provisional records for 3 stations are included through July 1958 for correlation purposes. Results of discharge measurements are given for miscellaneous sites where low-flow observations have been made.\r\n\r\n(available as photostat copy only)","language":"ENGLISH","doi":"10.3133/ofr5976","usgsCitation":"Laine, L., 1959, Surface waters of Illinois River basin in Arkansas and Oklahoma: U.S. Geological Survey Open-File Report 59-76, 65 p., 13 figs., https://doi.org/10.3133/ofr5976.","productDescription":"65 p., 13 figs.","costCenters":[],"links":[{"id":184636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aeee4b07f02db6912cd","contributors":{"authors":[{"text":"Laine, L.L.","contributorId":100464,"corporation":false,"usgs":true,"family":"Laine","given":"L.L.","email":"","affiliations":[],"preferred":false,"id":254854,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":14101,"text":"ofr5954 - 1959 - Occurrences of alunite, pyrophyllite, and clays in the Cerro La Tiza area, Puerto Rico","interactions":[],"lastModifiedDate":"2023-07-17T12:11:43.302622","indexId":"ofr5954","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-54","title":"Occurrences of alunite, pyrophyllite, and clays in the Cerro La Tiza area, Puerto Rico","docAbstract":"<p>A deposit of hydrothermally altered rocks in the Cerro La Tiza area located between the towns of Comerio and Aguas Buenas, approximately 25 kilometers southwest of San Juan, Puerto Rico, was mapped and studied to determine the principal minerals, their extent distribution and origin, and the possibility of their economic utilization, especially in Puerto Rico. The Cerro la Tiza area is about 7<sup>1</sup>/<sub>2</sub> kilometers long, has an average width of about 1<sup>1</sup>/<sub>2</sub> kilometers and embraces a total area of approximately 15 square kilometers. The principal mineralized zone, a dike-like mass of light-colored rocks surrounded by dark-colored volcanic country rocks, occupies the crest and upper slopes of east-trending Cerro La Tiza ridge and is believed to be of Late Cretaceous or Eocene age. This zone is approximately 5,300 meters long, 430 meters wide and has an area of approximately 225 hectares (556 acres). The rocks of the mineralized zone are of mixed character and consist mainly of massive quartzose rocks and banded quartz-alunite rocks closely associated with foliated pyrophyllitic, sericitic and clayey rocks. The principal minerals in probably order of abundance are quartz, alunite, pyrophyllite, kaolin group clays (kaolinite and halloysite) and sericite. Minerals of minor abundance are native sulfure, diaspore, svanbergite (?), sunyite (?), hematite, goethite, pyrite, rutile (?) and very small quantities of unidentified minerals. The mineralized zone has broken down to deposits of earth-rock debris of Quaternary age that cover much of the slopes and flanks of Cerro La Tiza. This debris consists generally of fragments and boulders with a very large size range embedded in a clayey matrix. The distribution of the earth-rock debris with respect to the present topography and drainage suggests that it may have undergone at least two cycles of erosion. Underlying the earth-rock debris and completely enclosing the mineralized zone are country rocks of probably Late Cretaceous age. These consist principally of low flows and volcanic and flow breccias but contain thin interbedded siltstones and sandstones. The lavas are generally predominant at the western end of the area and the breccias at the eastern end. The mineralized zone and the country rocks are sheared along two predominant directions that are approximately N 70 degrees E and N 70 degrees W. The ridge of Cerro La Tiza appears to be a broad shear zone through which hydrothermal emanations gained access to the country rocks. The emanations are believed to have originated from intrusive rocks that probably underlie the area. The surrounding area contains both large and small exposed intrusive bodies. The largest one is the San Lorenzo batholith of Late Cretaceous or Eocene age whose exposed northwest edge is approximately 19 kilometers southeast of the eastern end of the Cerro La Tiza area. Other zones of hydrothermally altered rocks were discovered along a mineralized belt extending eastward from Cerro La Tiza through the Rio Gurabo Valley nearly to the Vieques Passage bordering the east coast of Puerto Rico. Other zones were discovered north and south of this belt and still others were found circumventing the San Lorenzo batholith. The most abundant minerals of the mineralized zone can be exploited for economic utilization in Puerto Rico. Alunite can be utilized in the manufacture of aluminum sulfate for water purification. It can also be used in the manufacture of alumina refractory materials. Pyrophyllite can be used as a carrier for insecticides and fungicides. It can also be utilized for the manufacture of ceramic products, as a filler in the soap industry and as a carrier for paint pigments. Kaolinite can be used in the ceramic industry and in the manufacture of glass as a substitute for feldspar. Halloysite might be utilized as a catalyst support in the cracking of petroleum. Tonnages of reserve ore on Cerro La Tiza are calculated to be 1,590,000 inferred short tons (1,440,000,000 inferred metric tons) of mixed minerals. These tonnages are based on the assumption that the depth of the mineralized zone is one-half of the exposed width. The deposit is well situated for open pit mining, but because of the existing cover of earth-rock debris, soil foliage, exploration should proceed exploitation for better determination of the most promising areas containing the best concentrations of the minerals sought.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr5954","usgsCitation":"Hildebrand, F.A., and Smith, R.J., 1959, Occurrences of alunite, pyrophyllite, and clays in the Cerro La Tiza area, Puerto Rico: U.S. Geological Survey Open-File Report 59-54, Report: 82 p.; 6 Plates: 33.36 × 13.74 inches or smaller, https://doi.org/10.3133/ofr5954.","productDescription":"Report: 82 p.; 6 Plates: 33.36 × 13.74 inches or smaller","costCenters":[],"links":[{"id":42744,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0054/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42743,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0054/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42742,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0054/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42741,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0054/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42745,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1959/0054/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":147364,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1959/0054/report-thumb.jpg"},{"id":42739,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0054/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":42740,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1959/0054/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Puerto Rico","otherGeospatial":"Cerro La Tiza","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -66.20072869470928,\n              18.235147679666866\n            ],\n            [\n              -66.19713887246824,\n              18.229847617240793\n            ],\n            [\n              -66.1828151262974,\n              18.231940654819724\n            ],\n            [\n              -66.1722589163405,\n              18.235924108369943\n            ],\n            [\n              -66.1746758263641,\n              18.241899117602685\n            ],\n            [\n              -66.1828151262974,\n              18.2488865797405\n            ],\n            [\n              -66.199946753231,\n              18.247570122845275\n            ],\n            [\n              -66.20158172177688,\n              18.24503844693956\n            ],\n            [\n              -66.20168835015996,\n              18.240076255196158\n            ],\n            [\n              -66.20072869470928,\n              18.235147679666866\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f3db4","contributors":{"authors":[{"text":"Hildebrand, Fred Adelbert","contributorId":42226,"corporation":false,"usgs":true,"family":"Hildebrand","given":"Fred","email":"","middleInitial":"Adelbert","affiliations":[],"preferred":false,"id":168925,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Raymond J.","contributorId":96700,"corporation":false,"usgs":true,"family":"Smith","given":"Raymond","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":168926,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":686,"text":"wsp1448 - 1959 - Surface water supply of the United States, 1956, Part XIV, Pacific slope basins in Oregon and lower Columbia River basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:11","indexId":"wsp1448","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1448","title":"Surface water supply of the United States, 1956, Part XIV, Pacific slope basins in Oregon and lower Columbia River basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1448","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1959, Surface water supply of the United States, 1956, Part XIV, Pacific slope basins in Oregon and lower Columbia River basin: U.S. Geological Survey Water Supply Paper 1448, viii, 305 p. ;23 cm., https://doi.org/10.3133/wsp1448.","productDescription":"viii, 305 p. ;23 cm.","costCenters":[],"links":[{"id":137318,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1448/report-thumb.jpg"},{"id":25249,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1448/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db69613d","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":527658,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1035,"text":"wsp1483 - 1959 - Geology and ground-water resources of the upper Lodgepole Creek drainage basin, Wyoming, with a section on chemical quality of the water","interactions":[],"lastModifiedDate":"2017-09-20T16:00:17","indexId":"wsp1483","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1483","title":"Geology and ground-water resources of the upper Lodgepole Creek drainage basin, Wyoming, with a section on chemical quality of the water","docAbstract":"The principal sources of ground-water supply in the upper Lodgepole Creek drainage basin-the part of the basin west of the Wyoming-Nebraska State line-are the Brule formation of Oligocene age, the Arikaree formation of Miocene age, the Ogallala formation of Pliocene age, and the unconsolidated deposits of Quaternary age. \r\n\r\nThe Brule formation is a moderately hard siltstone that generally is not a good aquifer. However, where it is fractured or where the upper part consists of pebbles of reworked siltstone, it will yield large quantities of water to wells. Many wells in the Pine Bluffs lowland, at the east end of the area, derive water from the Brule. The Arikaree formation, which consists of loosely to moderately cemented fine sand, will yield small quantities of water to wells but is not thick enough or permeable enough to supply sufficient water for irrigation. Only a few wells derive water from it. The Ogallala formation consists of lenticular beds of clay, silt, sand, and gravel which, in part, are cemented with calcium carbonate. Only the lower part of the formation is saturated. Nearly all the wells in the upland part of the area tap the Ogallala, but they supply water in amounts sufficient for domestic and stock use only. Two of the wells have a moderately large discharge, and other wells of comparable discharge probably could be drilled in those parts of the upland where the saturated part of the Ogallala is fairly thick. Most of the unconsolidated deposits of Quaternary age are very permeable and, where a sufficient thickness is saturated, will yield large quantities of water to wells. These deposits are a significant source of water supply in the southeastern part of the area. \r\n\r\nThe Chadron formation of Oligocene age, which underlies the Brule formation, is a medium- to coarse-grained sandstone where it crops out in the Islay lowland. No wells tap the Chadron, but it probably would yield small quantities of water to wells. It lies at a relatively shallow depth beneath most of the Islay lowland, near the west end of the area, and at a depth of about 800 feet beneath the Pine Bluffs lowland. In the latter area it probably is finer grained and may not be permeable enough to yield water to wells. All the ground water in the area is derived from precipitation. It is estimated that about 5 percent of the precipitation infiltrates directly to the zone of saturation. The remainder either is evaporated immediately; is retained by the soil, later to be evaporated or transpired; or is discharged by overland flow to the surface drainage courses. Most of the water that reaches the surface drainage courses eventually sinks to the zone of saturation or is evaporated. The slope of the water table and the movement of ground water are generally eastward. The depth to water ranges from less than 10 feet in parts of the valley to about 300 feet in the upland areas. In much of the Pine Bluffs lowland, the depth to water is less than 50 feet. Ground water not pumped from wells within the area is discharged by evapotranspiration where the water table is close to the land surface, by outflow into streams, or by underflow eastward beneath the State line. \r\n\r\nThe chemical quality of ground water from the principal sources is remarkably uniform, and the range in concentration of dissolved constituents is narrow. In general, the water is of the calcium bicarbonate type, is hard (hardness as CaC03 is as high as 246 ppm), and contains less than about 400 parts per million of dissolved solids, which is a moderate mineralization. Silica constitutes a large proportion of the dissolved solids. \r\n\r\nThe water is suitable for irrigation and, except for iron in water from some wells that tap the Ogallala formation, meets the drinking water standards of the U.S. Public Health Service for chemical constituents. Because the water is siliceous, alkaline, and hard, it is unsuitable for many industrial uses unless treated.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1483","usgsCitation":"Bjorklund, L.J., Krieger, R.A., and Jochens, E.R., 1959, Geology and ground-water resources of the upper Lodgepole Creek drainage basin, Wyoming, with a section on chemical quality of the water: U.S. Geological Survey Water Supply Paper 1483, iv, 40 p. :maps (2 fold. in pocket) diagr., tables. ;25 cm., https://doi.org/10.3133/wsp1483.","productDescription":"iv, 40 p. :maps (2 fold. in pocket) diagr., tables. ;25 cm.","costCenters":[{"id":5050,"text":"WY-MT Water Science Center","active":true,"usgs":true}],"links":[{"id":137967,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1483/report-thumb.jpg"},{"id":25672,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1483/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25673,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1483/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":25674,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1483/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db6852ae","contributors":{"authors":[{"text":"Bjorklund, Louis Jay","contributorId":21138,"corporation":false,"usgs":true,"family":"Bjorklund","given":"Louis","email":"","middleInitial":"Jay","affiliations":[],"preferred":false,"id":143068,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Krieger, R. A.","contributorId":11202,"corporation":false,"usgs":true,"family":"Krieger","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":143067,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Jochens, E. R.","contributorId":101250,"corporation":false,"usgs":true,"family":"Jochens","given":"E.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":143069,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":1326,"text":"wsp1470 - 1959 - Geology and ground-water features of the Eureka area, Humboldt County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp1470","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1470","title":"Geology and ground-water features of the Eureka area, Humboldt County, California","language":"ENGLISH","publisher":"U. S. Govt. Print. Off.,","doi":"10.3133/wsp1470","usgsCitation":"Evenson, R.E., 1959, Geology and ground-water features of the Eureka area, Humboldt County, California: U.S. Geological Survey Water Supply Paper 1470, iv, 80 p. :maps, diagrs., tables. ;25 cm., https://doi.org/10.3133/wsp1470.","productDescription":"iv, 80 p. :maps, diagrs., tables. ;25 cm.","costCenters":[],"links":[{"id":137989,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1470/report-thumb.jpg"},{"id":26375,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1470/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26376,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1470/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26377,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1470/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685f75","contributors":{"authors":[{"text":"Evenson, R. E.","contributorId":19933,"corporation":false,"usgs":true,"family":"Evenson","given":"R.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":143568,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":692,"text":"wsp1501 - 1959 - Surface water supply of the United States, 1957, Part I-A, North Atlantic slope basins, Maine to Connecticut","interactions":[],"lastModifiedDate":"2012-02-02T00:05:11","indexId":"wsp1501","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1501","title":"Surface water supply of the United States, 1957, Part I-A, North Atlantic slope basins, Maine to Connecticut","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1501","usgsCitation":"Wells, J.V., 1959, Surface water supply of the United States, 1957, Part I-A, North Atlantic slope basins, Maine to Connecticut: U.S. Geological Survey Water Supply Paper 1501, viii, 257 p. ;23 cm., https://doi.org/10.3133/wsp1501.","productDescription":"viii, 257 p. ;23 cm.","costCenters":[],"links":[{"id":137484,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1501/report-thumb.jpg"},{"id":25255,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1501/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db696150","contributors":{"authors":[{"text":"Wells, J. V. B.","contributorId":57037,"corporation":false,"usgs":true,"family":"Wells","given":"J.","email":"","middleInitial":"V. B.","affiliations":[],"preferred":false,"id":142620,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":39140,"text":"pp280K - 1959 - Part 4. Submarine topography and shoal-water ecology","interactions":[],"lastModifiedDate":"2022-02-17T22:43:58.618476","indexId":"pp280K","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","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":"280","chapter":"K","title":"Part 4. Submarine topography and shoal-water ecology","docAbstract":"<p>The topography of the sea floor within 10 miles of Saipan broadly resembles that of the land. Eastward, toward the Mariana trench, slopes are about 6&deg;, without prominent benches or scarps. This is inferred to indicate easterly continuation of generally pyroclastic bedrock. The westward slope averages 2&deg; to 3&deg; and consists mainly of nearly flat benches and westfacing scarps. This is taken to imply westward continuation of a limestone bench-and-fault-scarp topography. Projection of known faults to sea and through Tinian, on the basis of topographic trends, suggests a pattern of west-dipping normal faults that parallel the strike of the Mariana ridge and affect the shape and position of islands at the crest of the ridge.</p>","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Geology of Saipan, Mariana Islands","largerWorkSubtype":{"id":5,"text":"USGS Numbered Series"},"language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/pp280K","usgsCitation":"Cloud, P.E., 1959, Part 4. Submarine topography and shoal-water ecology: U.S. Geological Survey Professional Paper 280, Report: 134 p.; 4 Plates: 27.31 x 35.94 inches or smaller; Table 6; Chart 1, https://doi.org/10.3133/pp280K.","productDescription":"Report: 134 p.; 4 Plates: 27.31 x 35.94 inches or smaller; Table 6; Chart 1","startPage":"361","endPage":"445","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":122170,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0280k/report-thumb.jpg"},{"id":66639,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0280k/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":321976,"rank":306,"type":{"id":27,"text":"Table"},"url":"https://pubs.usgs.gov/pp/0280k/table-6.pdf","text":"Table 6","linkFileType":{"id":1,"text":"pdf"}},{"id":321975,"rank":305,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0280k/plate-122.pdf","text":"Plate 122","linkFileType":{"id":1,"text":"pdf"}},{"id":321974,"rank":304,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0280k/plate-121.pdf","text":"Plate 121","linkFileType":{"id":1,"text":"pdf"}},{"id":321973,"rank":303,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0280k/plate-120.pdf","text":"Plate 120","linkFileType":{"id":1,"text":"pdf"}},{"id":321972,"rank":302,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0280k/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"}},{"id":321971,"rank":301,"type":{"id":7,"text":"Companion Files"},"url":"https://pubs.usgs.gov/pp/0280k/chart-1.pdf","text":"Chart 1","linkFileType":{"id":1,"text":"pdf"}},{"id":396148,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_44665.htm"}],"country":"Saipan","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              145.6835174560547,\n              15.088698509791715\n            ],\n            [\n              145.6835174560547,\n              15.295444914728776\n            ],\n            [\n              145.83457946777344,\n              15.295444914728776\n            ],\n            [\n              145.83457946777344,\n              15.088698509791715\n            ],\n            [\n              145.6835174560547,\n              15.088698509791715\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683ba0","contributors":{"authors":[{"text":"Cloud, Preston E. Jr.","contributorId":59861,"corporation":false,"usgs":true,"family":"Cloud","given":"Preston","suffix":"Jr.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":221028,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3095,"text":"wsp1469 - 1959 - Ground-water conditions and storage capacity in the San Joaquin Valley, California","interactions":[{"subject":{"id":22843,"text":"ofr5636 - 1956 - Ground-water conditions and storage capacity in the San Joaquin Valley, California","indexId":"ofr5636","publicationYear":"1956","noYear":false,"title":"Ground-water conditions and storage capacity in the San Joaquin Valley, California"},"predicate":"SUPERSEDED_BY","object":{"id":3095,"text":"wsp1469 - 1959 - Ground-water conditions and storage capacity in the San Joaquin Valley, California","indexId":"wsp1469","publicationYear":"1959","noYear":false,"title":"Ground-water conditions and storage capacity in the San Joaquin Valley, California"},"id":1},{"subject":{"id":44087,"text":"ofr5466 - 1954 - Table showing estimated ground-water storage capacity of the San Joaquin Valley, California, and map showing ground-water storage units in the San Joaquin Valley","indexId":"ofr5466","publicationYear":"1954","noYear":false,"title":"Table showing estimated ground-water storage capacity of the San Joaquin Valley, California, and map showing ground-water storage units in the San Joaquin Valley"},"predicate":"SUPERSEDED_BY","object":{"id":3095,"text":"wsp1469 - 1959 - Ground-water conditions and storage capacity in the San Joaquin Valley, California","indexId":"wsp1469","publicationYear":"1959","noYear":false,"title":"Ground-water conditions and storage capacity in the San Joaquin Valley, California"},"id":2}],"lastModifiedDate":"2012-02-02T00:05:30","indexId":"wsp1469","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1469","title":"Ground-water conditions and storage capacity in the San Joaquin Valley, California","docAbstract":"The San Joaquin Valley includes roughly the southern two-thirds of the Great \r\nCentral Valley of California. It is a broad structural trough surrounded by \r\nmountains. The northern part of the valley drains through the San Joaquin \r\nRiver northward to San Francisco Bay ; the southern part of the valley normally \r\nis a basin of interior drainage tributary to evaporation sumps in the trough of \r\nthe valley, chiefly Tulare and Buena Vista Lake beds. \r\nIn years of normal discharge most of the streamflow in the southern part of \r\nthe valley not diverted for irrigation finds its way to Tulare and Buena Vista \r\nLake beds. In the historic past, however, during years of heavy floods the low \r\ndivide between Buena Vista and Tulare Lakes and the low divide between \r\nTulare Lake and the San Joaquin River were overtopped and through-flowing \r\ndrainage occurred over the full length of the valley. Because the Tulare Lake \r\nbed is the lowest point and also the largest sump, this whole basin of interior \r\ndrainage is commonly referred to as the Tulare Lake drainage basin. \r\nAverage annual precipitation ranges from more than 15 inches in the north- \r\neastern part of the valley to less than 4 inches in the southwestern part. The \r\nprecipitation decreases from north to south and from east to west across the \r\nvalley. Streamflow, the critical quantity in the water supply, depends almost \r\nwholly on the amount and distribution of precipitation in the Sierra Nevada to \r\nthe east. Much of this precipitation falls as snow, and the snowpack acts as a \r\nnatural reservoir retaining much of the annual runoff until late spring and early \r\nsummer. \r\nThe mean seasonal runoff to the San Joaquin Valley is nearly 10 million acre- \r\nfeet, of which about two-thirds is tributary to the San Joaquin River; the remaining third is tributary to Tulare Lake drainage basin. In 1952 about 8.5 \r\nmillion acre-feet of surface water was diverted for irrigation. Withdrawals of \r\nground water for irrigation in 1952 approximated 7.5 million acre-feet. \r\nThe surface of the San Joaquin Valley is not a featureless plain but is characterized by various types of physiography such as dissected uplands, low \r\nalluvial plains and fans, river flood plains and channels, and overflow lands \r\nand lake bottoms. \r\nThe dissected uplands fringe the valley along its mountain borders. They are \r\nunderlain by unconsolidated to semiconsolidated continental deposits of late \r\nTertiary and early Quaternary age which have been moderately tilted and \r\nfolded. The topography of these uplands ranges from deeply dissected hill land \r\nhaving a relief of several hundred feet to gently rolling land whose relief Is only \r\na few feet. \r\nThe low plains and fans border the dissected uplands along their valley- \r\nward margins. They are generally fiat to gently undulating and featureless and are underlain by undeformed to slightly deformed alluvial deposits of \r\nQuaternary age. \r\nThe river flood plains and channels lie along the San Joaquia and Kings \r\nRivers in the axial part of the valley and along the major east-side streams. \r\nWhere the rivers are incised below the general land surface, the flood plains are \r\nwell defined; but in the axial trough of the valley, where the rivers are flanked \r\nby low-lying overflow lands, the flood-plain and channel deposits are confined to \r\nthe stream channel and to the natural levees that slope away from the river. \r\nOverflow lands and lake bottoms include the historic beds of Tulare, Buena \r\nVista, and Kern Lakes in the southern part of the valley, and the low-lying lands \r\nin the axial trough between the low alluvial plains and fans and the natural \r\nlevees of the San Joaquin River and its major tributaries. They are level and \r\nfeatureless and are underlain by lake and swamp deposits of Recent age. \r\nThe San Joaquin Valley is a great structural downwarp between the tilted \r\nblock of the Sierra Nevada on the east and the complexly folded and faulted \r\nCoast Ranges on the we","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1469","usgsCitation":"Davis, G.H., Green, J.H., Olmsted, F.H., and Brown, D.W., 1959, Ground-water conditions and storage capacity in the San Joaquin Valley, California: U.S. Geological Survey Water Supply Paper 1469, viii, 287 p. :diagrs., tables. and portfolio (fold. maps (part col.) diagrs., profiles) ;24 cm., https://doi.org/10.3133/wsp1469.","productDescription":"viii, 287 p. :diagrs., tables. and portfolio (fold. maps (part col.) diagrs., profiles) ;24 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W.","contributorId":63370,"corporation":false,"usgs":true,"family":"Brown","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":146267,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":3047,"text":"wsp1518 - 1959 - Surface water supply of the United States, 1957, part 14, Pacific slope basins in Oregon and lower Columbia River Basin","interactions":[],"lastModifiedDate":"2012-02-02T00:05:41","indexId":"wsp1518","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1518","title":"Surface water supply of the United States, 1957, part 14, Pacific slope basins in Oregon and lower Columbia River Basin","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1518","usgsCitation":"Wells, J.V., 1959, Surface water supply of the United States, 1957, part 14, Pacific slope basins in Oregon and lower Columbia River Basin: U.S. Geological Survey Water Supply Paper 1518, ix, 354 p. :tables ;23 cm., https://doi.org/10.3133/wsp1518.","productDescription":"ix, 354 p. :tables ;23 cm.","costCenters":[],"links":[{"id":139288,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1518/report-thumb.jpg"},{"id":29901,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1518/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afbe4b07f02db69610b","contributors":{"authors":[{"text":"Wells, J. V. B.","contributorId":57037,"corporation":false,"usgs":true,"family":"Wells","given":"J.","email":"","middleInitial":"V. B.","affiliations":[],"preferred":false,"id":146205,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2056,"text":"wsp1460F - 1959 - Geologic reconnaissance and test-well drilling, Camp Irwin, California","interactions":[],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp1460F","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1460","chapter":"F","title":"Geologic reconnaissance and test-well drilling, Camp Irwin, California","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1460F","usgsCitation":"Kunkel, F., and Riley, F.S., 1959, Geologic reconnaissance and test-well drilling, Camp Irwin, California: U.S. Geological Survey Water Supply Paper 1460, p. 233-271 :maps ;24 cm., https://doi.org/10.3133/wsp1460F.","productDescription":"p. 233-271 :maps ;24 cm.","costCenters":[],"links":[{"id":138462,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1460f/report-thumb.jpg"},{"id":27592,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1460f/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db688401","contributors":{"authors":[{"text":"Kunkel, Fred","contributorId":47766,"corporation":false,"usgs":true,"family":"Kunkel","given":"Fred","email":"","affiliations":[],"preferred":false,"id":144607,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Riley, Francis S.","contributorId":93028,"corporation":false,"usgs":true,"family":"Riley","given":"Francis","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":144608,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":22589,"text":"ofr5913 - 1959 - Instructions for the preparation of water-level reports","interactions":[],"lastModifiedDate":"2012-02-02T00:07:57","indexId":"ofr5913","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-13","title":"Instructions for the preparation of water-level reports","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr5913","issn":"0094-9140","usgsCitation":"Brown, R.H., 1959, Instructions for the preparation of water-level reports: U.S. Geological Survey Open-File Report 59-13, iv, 49 p. :map ;27 cm., https://doi.org/10.3133/ofr5913.","productDescription":"iv, 49 p. :map ;27 cm.","costCenters":[],"links":[{"id":155342,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4e54","contributors":{"authors":[{"text":"Brown, Russell H.","contributorId":106151,"corporation":false,"usgs":true,"family":"Brown","given":"Russell","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":188523,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":56152,"text":"ofr5955 - 1959 - Summary of results of ground-water investigation in vicinity of Boles well field, Otero County, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:12:11","indexId":"ofr5955","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"59-55","title":"Summary of results of ground-water investigation in vicinity of Boles well field, Otero County, New Mexico","language":"ENGLISH","doi":"10.3133/ofr5955","usgsCitation":"Hood, J.W., 1959, Summary of results of ground-water investigation in vicinity of Boles well field, Otero County, New Mexico: U.S. Geological Survey Open-File Report 59-55, 17 p., 3 figs., https://doi.org/10.3133/ofr5955.","productDescription":"17 p., 3 figs.","costCenters":[],"links":[{"id":184538,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b02e4b07f02db6989d5","contributors":{"authors":[{"text":"Hood, J. W.","contributorId":87908,"corporation":false,"usgs":true,"family":"Hood","given":"J.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":254843,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":96,"text":"wsp1456 - 1959 - Ground-water levels in the United States, 1956, north-central states","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1456","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1456","title":"Ground-water levels in the United States, 1956, north-central states","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1456","usgsCitation":"LaMoreaux, P.E., 1959, Ground-water levels in the United States, 1956, north-central states: U.S. Geological Survey Water Supply Paper 1456, v, 76 p. :ill., maps ;24 cm., https://doi.org/10.3133/wsp1456.","productDescription":"v, 76 p. :ill., maps ;24 cm.","costCenters":[],"links":[{"id":136214,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1456/report-thumb.jpg"},{"id":24702,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1456/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db6675c7","contributors":{"authors":[{"text":"LaMoreaux, Philip E.","contributorId":97879,"corporation":false,"usgs":true,"family":"LaMoreaux","given":"Philip","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":141924,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15,"text":"wsp1315A - 1959 - Compilation of records of surface waters of the United States through September, 1950: Part 11-B. Pacific slope basins in California, Central Valley","interactions":[],"lastModifiedDate":"2022-01-11T19:33:42.49783","indexId":"wsp1315A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1315","chapter":"A","title":"Compilation of records of surface waters of the United States through September, 1950: Part 11-B. Pacific slope basins in California, Central Valley","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1315A","usgsCitation":"Wells, J.V., 1959, Compilation of records of surface waters of the United States through September, 1950: Part 11-B. Pacific slope basins in California, Central Valley: U.S. Geological Survey Water Supply Paper 1315, v, 459 p., https://doi.org/10.3133/wsp1315A.","productDescription":"v, 459 p.","costCenters":[],"links":[{"id":394198,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24317.htm"},{"id":24620,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1315a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":136024,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1315a/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Central Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -118.125,\n              35.33529320309328\n            ],\n            [\n              -121.04736328125,\n              39.70718665682654\n            ],\n            [\n              -121.88232421875,\n              40.97989806962013\n            ],\n            [\n              -123.0908203125,\n              40.713955826286046\n            ],\n            [\n              -123.00292968749999,\n              39.06184913429154\n            ],\n            [\n              -121.22314453124999,\n              36.932330061503144\n            ],\n            [\n              -119.42138671875,\n              34.994003757575776\n            ],\n            [\n              -118.125,\n              35.33529320309328\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1de4b07f02db6a9bd8","contributors":{"authors":[{"text":"Wells, J. V. B.","contributorId":57037,"corporation":false,"usgs":true,"family":"Wells","given":"J.","email":"","middleInitial":"V. B.","affiliations":[],"preferred":false,"id":141818,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":33740,"text":"b1077 - 1959 - Geology of the Lake Mary quadrangle, Iron County, Michigan","interactions":[{"subject":{"id":12610,"text":"ofr565 - 1956 - Preliminary report on the geology of Lake Mary quadrangle, Iron County, Michigan","indexId":"ofr565","publicationYear":"1956","noYear":false,"title":"Preliminary report on the geology of Lake Mary quadrangle, Iron County, Michigan"},"predicate":"SUPERSEDED_BY","object":{"id":33740,"text":"b1077 - 1959 - Geology of the Lake Mary quadrangle, Iron County, Michigan","indexId":"b1077","publicationYear":"1959","noYear":false,"title":"Geology of the Lake Mary quadrangle, Iron County, Michigan"},"id":1}],"lastModifiedDate":"2016-08-26T14:32:11","indexId":"b1077","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1959","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":306,"text":"Bulletin","code":"B","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1077","title":"Geology of the Lake Mary quadrangle, Iron County, Michigan","docAbstract":"<p>The Lake Mary quadrangle is in eastern Iron County, in the west part of the Upper Peninsula of Michigan. The quadrangle is underlain by Lower and Middle Precambrian rocks, formerly designated Archean and Algonkian rocks, and is extensively covered by Pleistocene glacial deposits. A few Upper Precambrian (Keweenawan) diabase dikes and two remnants of sandstone and dolomite of early Paleozoic age are also found in the area. </p><p>The major structural feature is the Holmes Lake anticline, the axis of which strikes northwest through the northeast part of the quadrangle. Most of the quadrangle, therefore, is underlain by rock of the west limb of the anticline. To the northwest along the fold axis, the Holmes Lake anticline is separated from the Amasa oval by a saddle of transverse folds in the vicinity of Michigamme Mountain in the Kiernan quadrangle. </p><p>The Lower Precambrian rocks are represented by the Dickinson group and by porphyritic red granite whose relation to the Dickinson group is uncertain, but which may be older. The rocks of the Dickinson group are chiefly green to black metavolcanic schist and red felsite, some of the latter metarhyolite. The dark schist is commonly magnetic. The Dickinson group underlies the core area of the Holmes Lake anticline, which is flanked by steeply dipping Middle Precambrian formations of the Animikie series. </p><p>A major unconformity separates the Lower Precambrian rocks from the overlying Middle Precambrian rocks. In ascending order the formations of the Middle Precambrian are the Randville dolomite, the Hemlock formation, which includes the Mansfield iron-bearing slate member, and the Michigamme slate. An unconformity occurs between the Hemlock formation and Michigamme slate. The post-Hemlock unconformity is thought to be represented in the Lake Mary quadrangle by the absence of iron-formation of the Amasa formation, which is known to lie between the Hemlock and the Michigamme to the northwest of the Lake Mary quadrangle in the Crystal Falls quadrangle. Post-Hemlock erosion may account also for the absence of iron-formation of the Fence River formation on the east limb of the Holmes Lake anticline within the Lake Mary quadrangle. </p><p>The Randville dolomite is not exposed and is known only from diamond drilling in the northeast part of the area where it occurs in the east and west limbs of the Holmes Lake anticline. The formation has a maximum thickness of about 2,100 feet; this includes a lower arkosic phase, some of which is quartz pebble conglomerate, a medial dolomitic phase, and an upper slate phase. The triad is gradational. Included within the formation are a few beds of chloritic schist thought to be of volcanic origin. An&nbsp;unconformity between the Randville and the succeeding Hemlock is not indicated in the quadrangle, but is probably present. </p><p>The Hemlock formation is best exposed in the northwest and south-central parts of the area. The apparent thickness of the formation is 10,000- 17,000 feet. It is composed mainly of mafic metavolcanic rocks and intercalated slate and iron-formation. In the north part of the quadrangle the volcanic rocks are greenstone, which includes altered basaltic flow rocks, volcanic breccia, tuff, and slate. Pillow structures are common in the metabasalt. It is not certain if any Hemlock rocks are present in the east limb of the Holmes Lake anticline. In the south part of the quadrangle, the rocks of the Hemlock are chiefly chlorite and hornblende schist and hornfels. Pyroxene hornfels is sparingly present. </p><p>At least two sedimentary slate belts are included in the Hemlock formation. One of these, the Mansfield iron-bearing slate member, includes in its upper part an altered chert-siderite iron-formation 30 to over 150 feet thick from which iron ore has been mined at the Mansfield location. The position of the iron-bearing rocks has been determined magnetically, and past explorations for iron ore are discussed. </p><p>Though probably; unconformable, the contact between the Hemlock and the Michigamme formations appears conformable. The Michigamme slate consists of at least 4,000 feet of interbedded mica schist and granulite, the altered equivalents of the slate and graywacke characteristic of the Michigamme in adjacent areas. The Michigamme rocks are best exposed in the south part of the quadrangle in the vicinity of Peavy Pond. </p><p>Two periods of regional metamorphism have resulted in the alteration of almost all of the rocks of the quadrangle. The Lower Precambrian rocks underwent at least one period of metamorphism, uplift, and erosion before the deposition of the Randville dolomite. After the deposition of the Michigamme slate, a post-Middle Precambrian period of regional metamorphism occurred with attending deformation and igneous intrusion. The grade of metamorphism rises toward the south in the area. The rocks in the northern two-thirds of the quadrangle are representative of greenschist facies of regional metamorphism, whereas the rocks in the southern onethird of the quadrangle are representative of the albite-epidote-amphibolite, the amphibolite, and the pyroxene hornfels facies, the metamorphic node centering about the intrusive Peavy Pond complex in the Peavy Pond area. </p><p>The Precambrian sedimentary and volcanic rocks are cut by intrusive igneous rocks of different types and several different ages. Gabbroic sills and dikes invaded the Hemlock rocks at some time after the Hemlock was deposited and before the post-Middle Precambrian orogeny and metamorphism. Some contact metamorphism attended the intrusion of the major sills. One of the sills, the West Kiernan sill, is well differentiated. A syntectonic igneous body, composed of gabbro and minor ultramafic parts and fringed with intermediate and felsic differentiates and hybrids, the Peavy; Pond complex, was intruded into the Hemlock and Michigamme formations during the post-Middle Precambrian orogeny. The complex is situated in the Peavy Pond area at the crest of the regional metamorphic node. Contact-altered sedimentary and volcanic rocks margin the complex. </p><p>The effects of regional metamorphism have been superposed on the contact metamorphic rocks peripheral to the complex and on the igneous rocks of the complex as well. The mafic augite-bearing rocks of the complex emplaced early in the orogeny were deformed by granulation at the peak of the deformation and subsequently metamorphosed to hornblende rocks. Some of the intermediate and felsic rocks of the complex were foliated by the deformation, while the more fluid, felsic parts of the complex were intruded under orogenic stress and crystallized after the peak of deformation. The deformation culminated in major faulting during which the formations were dislocated, and some of the granite of the complex was extremely brecciated. </p><p>A few diabase dikes, probably of Keweenawan age, have intruded the deformed and altered Animikie rocks. </p><p>The only known metallic resource is iron ore. The Mansfield mine produced 1¥2 million tons of high-grade iron ore between the years 1890 and 1913. Sporadic exploration since 1913 has failed to reveal other ore deposits of economic importance.</p>","language":"English","publisher":"U. S. 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