Specific Water Well Detail | ||
Location Info | |||
Owner: Daniels, Michael | Status: Constructed | ||
Location: T19S, R3W, Sec. 20, SE NW NE SE | County: McPherson | ||
Directions: 1225 N Walnut, McPherson | |||
Latitude: 38.382211 | Longitude: -97.6694315 | Datum NAD 27 | |
Latitude: 38.382221 | Longitude: -97.669753 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.382221 | GPS Longitude: -97.669753 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 139 ft. | Elevation: ft. | |
Static Water Level: 99 ft. | Est. Yield: 65 gpm. | |
Comp. Date: 16-Jun-2021 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Peterson McNett Drilling, Inc. | License #: 897 |
Scanned Form | |
View scan of this form in PDF format. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 99 ft. | ||
Bore hole diameter: 9 inches to 139 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 119 ft | |
Casing height above land surface: 12 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: 119 ft to 139 ft | |
Gravel pack intervals | From: 20 ft to 139 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: W | Distance: 75 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 30 ft. | clay | |
From: 30 ft. to 60 ft. | clay with layers of sand | |
From: 60 ft. to 80 ft. | clay | |
From: 80 ft. to 95 ft. | medium-coarse sand and gravel | |
From: 95 ft. to 105 ft. | clay | |
From: 105 ft. to 140 ft. | fine-coarse sand and gravel with little clay |