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Specific Water Well Detail |
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Location Info | |||
Owner: Unified Government of Wyandotte County | Status: Constructed | ||
Location: T11S, R25E, Sec. 10, NW NW SW NW | County: Wyandotte | ||
Directions: 816 Barnett Ave, Kansas City | |||
Latitude: 39.1127939 | Longitude: -94.6303783 | Datum NAD 27 | |
Latitude: 39.1128 | Longitude: -94.630619 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.1128 | GPS Longitude: -94.630619 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 40 ft. | Elevation: 836.4 ft. | |
Static Water Level: 14.5 ft. | Est. Yield: gpm. | |
Comp. Date: 30-Jul-2019 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: B 4/MW 2 |
Driller Info | ||
Driller: SCS Engineers | License #: 708 |
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?: No | ||
Ground water encountered: 18 ft. | ||
Bore hole diameter: 6 inches to 40 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 40 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Continuous slot | |
Screen-perforated intervals | From: 30 ft to 40 ft | |
Gravel pack intervals | From: 28 ft to 40 ft |
Grout Info | ||
Grout used: | From: 0 to 28 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: N | Distance: 50 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 10 ft. | red brown lean clay; soft; moist | |
From: 10 ft. to 18 ft. | brown lean silty clay; soft; moist | |
From: 18 ft. to 28 ft. | brown lean clay; soft; wet | |
From: 28 ft. to 38.5 ft. | light brown silty clay; soft; wet | |
From: 38.5 ft. to 40 ft. | poorly graded sand (medium fine) transitioning to gray shale; medium stiff |