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Specific Water Well Detail |
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Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T19S, R3W, Sec. 32, NE NW NW NW | County: McPherson | ||
Directions: from Old Hwy 81 and Ave A, 1200 feet N | |||
Latitude: 38.3622548 | Longitude: -97.6828273 | Datum NAD 27 | |
Latitude: 38.36218 | Longitude: -97.68315 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.36218 | GPS Longitude: -97.68315 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 161 ft. | Elevation: 1487 ft. | |
Static Water Level: 60 ft. | Est. Yield: gpm. | |
Comp. Date: 01-May-2020 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 10 D |
Driller Info | ||
Driller: Flint Hills Drilling #914 | License #: 914 |
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: 60 ft. | ||
Bore hole diameter: 8 inches to 161 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 4 in. to 161 ft | |
Casing height above land surface: 0 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: 141 ft to 161 ft | |
Gravel pack intervals | From: 139 ft to 161 ft |
Grout Info | ||
Grout used: | From: 0 to 139 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | soil | |
From: 3 ft. to 20 ft. | clay | |
From: 20 ft. to 35 ft. | sandy clay | |
From: 35 ft. to 60 ft. | fine sand clay layers | |
From: 60 ft. to 81 ft. | medium sand | |
From: 81 ft. to 110 ft. | sandy clay | |
From: 110 ft. to 140 ft. | medium sand | |
From: 140 ft. to 151 ft. | fine sand clay | |
From: 151 ft. to 161 ft. | fine-medium sand |