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","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr86201","usgsCitation":"Snyder, G.L., 1986, Preliminary geologic maps of the Reese Mountain and part of the Hightower SW 7.5 minute quadrangles (Part A) and parts of the Fletcher Park and Johnson Mountain 7.5 minute quadrangles (Part B), Albany and Platte counties, Wyoming: U.S. Geological Survey Open-File Report 86-201, Report: 20 p.; 4 Plates: 43.01 x 29.34 inches or smaller, https://doi.org/10.3133/ofr86201.","productDescription":"Report: 20 p.; 4 Plates: 43.01 x 29.34 inches or smaller","costCenters":[],"links":[{"id":464769,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16957.htm","text":"Geologic map of parts of the Fletcher Park and Johnson Mountain 7.5 minute quadrangle, Wyoming","linkFileType":{"id":5,"text":"html"}},{"id":464768,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16958.htm","text":"Geologic map of the Reese Mountain and part of the Hightower SW 7.5 minute quadrangles, Wyoming","linkFileType":{"id":5,"text":"html"}},{"id":384476,"rank":6,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1986/0201/part-B-sheet-2.pdf","text":"Part B, sheet 2","linkFileType":{"id":1,"text":"pdf"}},{"id":384477,"rank":5,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1986/0201/part-B-sheet-1.pdf","text":"Part B, sheet 1","linkFileType":{"id":1,"text":"pdf"}},{"id":384478,"rank":4,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1986/0201/part-A-sheet-2.pdf","text":"Part A, sheet 2","linkFileType":{"id":1,"text":"pdf"}},{"id":384475,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0201/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":150316,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0201/report-thumb.jpg"},{"id":384479,"rank":3,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1986/0201/part-A-sheet-1.pdf","text":"Part A, sheet 1","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wyoming","county":"Albany County, Platte County","otherGeospatial":"Fletcher Park quadrangle, Hightower SW quadrangle, Johnson Mountain quadrangle, Reese Mountain quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -105.375,\n 42\n ],\n [\n -105.125,\n 42\n ],\n [\n -105.125,\n 42.25\n ],\n [\n -105.375,\n 42.25\n ],\n [\n -105.375,\n 42\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db673f8e","contributors":{"authors":[{"text":"Snyder, G. L.","contributorId":34505,"corporation":false,"usgs":true,"family":"Snyder","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":172168,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":16057,"text":"ofr86344A - 1986 - Tertiary foraminiferal localities in the Cape Flattery area, northwestern Olympic Peninsula, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:07:16","indexId":"ofr86344A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-344","chapter":"A","title":"Tertiary foraminiferal localities in the Cape Flattery area, northwestern Olympic Peninsula, Washington","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86344A","usgsCitation":"Snavely, P.D., Rau, W.W., and Hafley, D., 1986, Tertiary foraminiferal localities in the Cape Flattery area, northwestern Olympic Peninsula, Washington: U.S. Geological Survey Open-File Report 86-344, 18 p. ;28 cm., https://doi.org/10.3133/ofr86344A.","productDescription":"18 p. ;28 cm.","costCenters":[],"links":[{"id":149089,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0344a/report-thumb.jpg"},{"id":44990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0344a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db685040","contributors":{"authors":[{"text":"Snavely, P. 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S. Geological Survey streamflow stations, the need for an effective and efficient servo-control unit tester has been paramount among field personnel. In numerous cases, servo-control unit failures were blamed on battery failures and vice versa. There was no valid instrument to definitively identify cause of failure, let alone properly diagnose the servo-control/manometer system. In 1983, two servo-control unit testers were developed and fabricated. One was mechanical in fabrication, operation, and serviceability; the other was electronic. The testers were extensively used and evaluated in Maine, Ohio, Kansas, and Louisiana under a wide range of environmental conditions. The consensus to integrate the best aspects of both testers into one instrument allowed the Survey to finally solve its long-time need for an effective, efficient servo-control unit tester. 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These programs are described for public water supply; supplies for domestic, irrigation, agricultural, commercial, industrial, and mining uses; and supplies for powerplants. Frequency of collection, trigger levels, storage methods, and legislative framework are described. A regional water use data base was designed to store withdrawal, diversion, and consumptive use data on a drainage basin basis. The data base will be used to decide the advisability of proposed water diversion and consumptive use projects as part of a water management strategy. Data base formats, requirements, and methods of data transmittal from each area are described. Methods for acquiring missing data are suggested. The data base will be housed by the Great Lakes Commission, Ann Arbor, Michigan. 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The measurements were made by district Soil Conservation Service personnel during 1985. The purpose of this report is to provide these data to other State and Federal agencies as well as to private landowners. The shallowest pre-pumping water levels occurred in Clay, Independence, and Mississippi County where most water levels were within 20 feet of land surface. Counties where water levels of 100 feet below land surface or greater were measured included: Arkansas, Lonoke, Poinsett, and Prairie. Water-level measurements made during the post-pumping (recovery) season averaged 3.65 feet less than those made during the pre-pumping season. A comparison of pre-pumping water-level measurements made in 1984 to those made in 1985 shows an average rise of 1.0 foot within the area (Edds and Spencer, 1985). 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