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Specific Water Well Detail |
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| Location Info | |||
| Owner: KGS/GWMD 5 | Status: Constructed | ||
| Location: T28S, R13W, Sec. 1, NE NW SW | County: Pratt | ||
| Directions: from Pratt: 1.5 mi E, .5 mi S | |||
| Latitude: 37.6372895 | Longitude: -98.6985612 | Datum NAD 27 | |
| Latitude: 37.6373078 | Longitude: -98.6989285 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 183 ft. | Elevation: ft. | |
| Static Water Level: 16.7 ft. | Est. Yield: gpm. | |
| Comp. Date: 05-Aug-1982 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: 42-1 | |
| Links | |
| View info from Wizard Water Level Data base... | |
| No WIMAS information available. | |
| Driller Info | ||
| Driller: Big Bend GMD 5 | License #: | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: 178 ft to 183 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | dark brown slightly sandy clay, soil | |
| From: 6 ft. to 17 ft. | light brown silty clay, some caliche stringers, not much sand, fairly loose clay | |
| From: 17 ft. to 18 ft. | fine to medium sand | |
| From: 18 ft. to 25 ft. | dark brown sandy clay | |
| From: 25 ft. to 29 ft. | coarse sand and gravel | |
| From: 29 ft. to 33 ft. | tan sandy clay | |
| From: 33 ft. to 35 ft. | sand and gravel | |
| From: 35 ft. to 40 ft. | dark gray-brown clay, little silt, interbedded with orange-brown silty clay | |
| From: 40 ft. to 43 ft. | sandy clay, brownish orange | |
| From: 43 ft. to 109 ft. | gravel and sand, very coarse, some clay layers, possible clay layer from 103 to 109 feet | |
| From: 109 ft. to 110 ft. | possible lime layer | |
| From: 110 ft. to 113 ft. | yellow-tan silty clay | |
| From: 113 ft. to 114 ft. | more limestone | |
| From: 114 ft. to 117 ft. | yellow-tan silty clay | |
| From: 117 ft. to 121 ft. | coarse sand and gravel, not much quartz | |
| From: 121 ft. to 123 ft. | tan silty clay | |
| From: 123 ft. to 158 ft. | lime and tan silty clay becoming dark gray slightly silty clay, partially cemented | |
| From: 158 ft. to 160 ft. | sand and gravel interbedded with flesh-colored slightly sandy clay | |
| From: 160 ft. to 183 ft. | red shale (Permian) | |