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Specific Water Well Detail |
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Location Info | |||
Owner: Johnson, Steve | Status: Constructed | ||
Location: T14S, R3E, Sec. 3, SW NW NW SW | County: Dickinson | ||
Directions: from 1800 Ave and Nail Rd, 0.5 mi N and 250 feet E in pasture | |||
Latitude: 38.8627484 | Longitude: -97.0922784 | Datum NAD 27 | |
Latitude: 38.862751 | Longitude: -97.092575 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.862751 | GPS Longitude: -97.092575 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 125 ft. | Elevation: 1209 ft. | |
Static Water Level: 44 ft. | Est. Yield: 10 gpm. | |
Comp. Date: 18-Sep-2018 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 3 |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
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: 44 ft. | ||
Bore hole diameter: 6 inches to 125 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 2 in. to 125 ft | |
Casing height above land surface: 24 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: 35 ft to 125 ft | |
Gravel pack intervals | From: 21 ft to 125 ft |
Grout Info | ||
Grout used: | From: 0 to 21 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 4 ft. | clay | |
From: 4 ft. to 9 ft. | limestone | |
From: 9 ft. to 44 ft. | shale, tan, gray, red | |
From: 44 ft. to 62 ft. | limestone, fractured | |
From: 62 ft. to 70 ft. | shale, gray | |
From: 70 ft. to 75 ft. | limestone | |
From: 75 ft. to 125 ft. | alternating layers of shale and limestone |