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Specific Water Well Detail |
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| Location Info | |||
| Owner: Adelhardt, Joe | Status: Constructed | ||
| Location: T29S, R11W, Sec. 11, NW SW NW | County: Pratt | ||
| Directions: From Cunningham, 6 mi S, 4 mi W, 1.25 mi S, on east side | |||
| Latitude: 37.5387975 | Longitude: -98.4999659 | Datum NAD 27 | |
| Latitude: 37.5388164 | Longitude: -98.5003249 | 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: 145 ft. | Elevation: ft. | |
| Static Water Level: 38 ft. | Est. Yield: gpm. | |
| Comp. Date: 24-Apr-1992 | Well Use: Irrigation | |
| DWR Applic. #: 22650 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Mike Flowers Drilling & Pump Service | License #: 537 | |
| 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: 38 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: 16 in. to 100 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: Saw cut | |
| Screen-perforated intervals | From: 100 ft to 145 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 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 3 ft. | top soil | |
| From: 3 ft. to 20 ft. | tight white clay | |
| From: 20 ft. to 29 ft. | medium sand | |
| From: 29 ft. to 30 ft. | cement sand | |
| From: 30 ft. to 36 ft. | coarse gravel | |
| From: 36 ft. to 52 ft. | sandy clay | |
| From: 52 ft. to 62 ft. | coarse gravel | |
| From: 62 ft. to 66 ft. | sandy clay with 30% medium sand | |
| From: 66 ft. to 74 ft. | medium gravel | |
| From: 74 ft. to 78 ft. | fine sand with 30% sandy clay | |
| From: 78 ft. to 96 ft. | medium gravel | |
| From: 96 ft. to 106 ft. | sandy clay | |
| From: 106 ft. to 110 ft. | medium sand | |
| From: 110 ft. to 115 ft. | red clay | |
| From: 115 ft. to 118 ft. | medium sand with 50% sandy clay | |
| From: 118 ft. to 125 ft. | 40% medium sand with limestone chips and sandy clay mixed | |
| From: 125 ft. to 135 ft. | medium sand | |
| From: 135 ft. to 137 ft. | brown clay | |
| From: 137 ft. to 138 ft. | limestone rock | |
| From: 138 ft. to 145 ft. | 40% fine sand with brown clay | |
| From: 145 ft. to ft. | red bed | |