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Specific Water Well Detail |
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| Location Info | |||
| Owner: Moeder Construction | Status: Constructed | ||
| Location: T26S, R1W, Sec. 21, SE SW NW SW | County: Sedgwick | ||
| Directions: 4859 N Emerald Court, Maize | |||
| Latitude: 37.7708277 | Longitude: -97.4428936 | Datum NAD 27 | |
| Latitude: 37.77084 | Longitude: -97.44322 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.77084 | GPS Longitude: -97.44322 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1343 ft. | |
| Static Water Level: 10 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 14-Jan-2021 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Premier Pump & Well Service, Inc. #238 | License #: 238 | |
| 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?: Yes | ||
| Ground water encountered: 10 ft. | ||
| Bore hole diameter: 11 inches to 80 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 80 ft | |
| Gravel pack intervals | From: 21 ft to 80 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 21 ft
From: 50 to 70 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: East | Distance: 100 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 21 ft. | brown clay | |
| From: 21 ft. to 32 ft. | fine sand | |
| From: 32 ft. to 59 ft. | medium-fine sand | |
| From: 59 ft. to 70 ft. | tan clay | |
| From: 70 ft. to 80 ft. | medium-fine sand | |