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Specific Water Well Detail |
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Location Info | |||
Owner: Lenhart, Randy | Status: Constructed | ||
Location: T19S, R3W, Sec. 20, SE SE NE | County: McPherson | ||
Directions: 1380 Walnut St, McPherson | |||
Latitude: 38.3855816 | Longitude: -97.6687686 | Datum NAD 27 | |
Latitude: 38.385591 | Longitude: -97.669089 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.385591 | GPS Longitude: -97.669089 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 148 ft. | Elevation: 1507 ft. | |
Static Water Level: 102 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 11-May-2023 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Peterson McNett Drlg | License #: 897 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 128 ft | |
Casing height above land surface: 144 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: 128 ft to 148 ft | |
Gravel pack intervals | From: 20 ft to 148 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: S | Distance: 50 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 55 ft. | clay, brownish tan | |
From: 55 ft. to 65 ft. | clay, tan, with fine grit | |
From: 65 ft. to 90 ft. | clay, tan | |
From: 90 ft. to 118 ft. | fine to medium sand and gravel | |
From: 118 ft. to 132 ft. | fine to medium sandy clay, tan | |
From: 132 ft. to 150 ft. | fine to medium sand and gravel |