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Specific Water Well Detail |
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| Location Info | |||
| Owner: Olsson Engineering | Status: Constructed | ||
| Location: T23S, R11W, Sec. 35, SW SW SW NW | County: Stafford | ||
| Directions: from Stafford, 2.75 mi N and 4.5 mi E | |||
| Latitude: 38.0059043 | Longitude: -98.5085021 | Datum NAD 27 | |
| Latitude: 38.00592 | Longitude: -98.50886 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.00592 | GPS Longitude: -98.50886 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: ft. | |
| Static Water Level: 22 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Mar-2022 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Site 3 - South | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Ent., Inc. | License #: 134 | |
| 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: 22 ft. | ||
| Bore hole diameter: 7 inches to 90 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 90 ft | |
| Casing height above land surface: 24 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: 80 ft to 90 ft | |
| Gravel pack intervals | From: 78 ft to 90 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 75 ft
From: 75 to 78 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 24 ft. | soft sandy clay | |
| From: 24 ft. to 69 ft. | sand and gravel; small, medium, clean | |
| From: 69 ft. to 73 ft. | small-medium gravel with clay mix (50/50) | |
| From: 73 ft. to 90 ft. | sand and gravel; small, medium, clean | |