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Specific Water Well Detail |
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Location Info | |||
Owner: Everhart, Charles | Status: Constructed | ||
Location: T16S, R4E, Sec. 11, NW SW NE SE | County: Dickinson | ||
Directions: 108 N 8th, Herington | |||
Latitude: 38.6717727 | Longitude: -96.9519244 | Datum NAD 27 | |
Latitude: 38.6717825 | Longitude: -96.9522175 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.6717825 | GPS Longitude: -96.9522175 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 92 ft. | Elevation: 1330 ft. | |
Static Water Level: 27 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 12-Nov-2017 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: H20 Drilling Services | License #: 513 |
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: 78 ft. | ||
Pump test data: Well water was 35 ft after 3 hours pumping 12 gpm | ||
Bore hole diameter: 8 inches to 92 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 92 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: Mill slot | |
Screen-perforated intervals | From: 75 ft to 92 ft | |
Gravel pack intervals | From: 28 ft to 92 ft |
Grout Info | ||
Grout used: | From: 0 to 28 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: east | Distance: 90 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | top oil | |
From: 3 ft. to 6 ft. | soft yellow limestone | |
From: 6 ft. to 18 ft. | hard yellow limestone | |
From: 18 ft. to 50 ft. | gray shale | |
From: 50 ft. to 77 ft. | red shale | |
From: 78 ft. to 92 ft. | yellow layered limestone, water bearing | |
From: 92 ft. to 94 ft. | gray shale |