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Specific Water Well Detail |
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Location Info | |||
Owner: City of Seward | Status: Constructed | ||
Location: T21S, R13W, Sec. 31, NW NE SE SW | County: Stafford | ||
Directions: 4th St and Seward Ave, Seward | |||
Latitude: 38.1773863 | Longitude: -98.7952328 | Datum NAD 27 | |
Latitude: 38.1774 | Longitude: -98.7956 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.1774 | GPS Longitude: -98.7956 | Datum NAD83 | |
View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. |
General Info | ||
Well Depth: 68 ft. | Elevation: 1913 ft. | |
Static Water Level: 15 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 28-Oct-2020 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
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. |
Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 15 ft. | ||
Bore hole diameter: 10 inches to 68 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 68 ft | |
Casing height above land surface: 18 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: 48 ft to 68 ft | |
Gravel pack intervals | From: 20 ft to 68 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Shed | ||
Direction from well: Northwest | Distance: 8 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | top soil | |
From: 3 ft. to 39 ft. | brown tan clay | |
From: 39 ft. to 45 ft. | tan clay with streaks of fine to small sand and gravel | |
From: 45 ft. to 68 ft. | sand and gravel; small, medium, clean, coarse |