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Specific Water Well Detail |
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| Location Info | |||
| Owner: Big Bend GMD 5 | Status: Constructed | ||
| Location: T23S, R13W, Sec. 6, NW NW NW | County: Stafford | ||
| Directions: from Seward: 6 mi S | |||
| Latitude: 38.0859545 | Longitude: -98.8010839 | Datum NAD 27 | |
| Latitude: 38.0859687 | Longitude: -98.8014516 | 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: 202 ft. | Elevation: ft. | |
| Static Water Level: 28 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Nov-1986 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: 52-1 | |
| Links | |
| View info from Wizard Water Level Data base... | |
| No WIMAS information available. | |
| Driller Info | ||
| Driller: Clarke Well and Equipment, Inc. | License #: 185 | |
| 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: 28 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 195 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 195 ft to 200 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 185 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 7 ft. | top soil and fine sand | |
| From: 7 ft. to 9 ft. | fine sand in silt matrix | |
| From: 9 ft. to 15 ft. | brown sandy clay | |
| From: 15 ft. to 30 ft. | brown sandy clay | |
| From: 30 ft. to 37 ft. | brown sandy clay | |
| From: 37 ft. to 45 ft. | color changes to light tan sandy clay | |
| From: 45 ft. to 54 ft. | arkosic sand and gravel, fine to medium gravel | |
| From: 54 ft. to 54.5 ft. | stringer of clay | |
| From: 54.5 ft. to 60 ft. | medium to coarse sand and gravel | |
| From: 60 ft. to 75 ft. | medium to coarse sand and gravel | |
| From: 75 ft. to 90 ft. | medium to coarse sand and gravel | |
| From: 90 ft. to 102 ft. | medium to coarse sand and gravel | |
| From: 102 ft. to 105 ft. | brown sandy clay | |
| From: 105 ft. to 112 ft. | soft brown clay | |
| From: 112 ft. to 120 ft. | fine sand to fine gravel | |
| From: 120 ft. to 127 ft. | very fine sand to fine gravel, gray clay | |
| From: 127 ft. to 131 ft. | gray clay | |
| From: 131 ft. to 135 ft. | fine sand to fine gravel | |
| From: 135 ft. to 141 ft. | fine sand to fine gravel | |
| From: 141 ft. to 144 ft. | soft sandy tan clay | |
| From: 144 ft. to 150 ft. | fine sand to fine gravel | |
| From: 150 ft. to 156 ft. | fine sand to fine gravel | |
| From: 156 ft. to 157 ft. | clay stringer | |
| From: 157 ft. to 165 ft. | fine sand to fine gravel | |
| From: 165 ft. to 170 ft. | fine sand to fine gravel | |
| From: 170 ft. to 180 ft. | light gray clay, soft, interbedded with fine sand | |
| From: 180 ft. to 195 ft. | fine sand to fine gravel interbedded with gray clay stringers | |
| From: 195 ft. to 200 ft. | fine sand to fine gravel interbedded with gray clay stringers | |
| From: 200 ft. to 210 ft. | fine sand to medium gravel | |
| From: 210 ft. to 221 ft. | fine sand to medium gravel | |
| From: 221 ft. to 225 ft. | red shale (Permian) | |