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Water Resources

Well T12S, R23E, Sec. 1, NE SW NE, Action: Constructed

Location Info
Owner: Johnson County Landfill Status: Constructed
Location: T12S, R23E, Sec. 1, NE SW NE County: Johnson
Directions:
Latitude: 39.0391297 Longitude: -94.8030758 Datum NAD 27
Latitude: 39.0391345 Longitude: -94.8033157 Datum NAD 83
Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy.
View well on interactive map
General Info
Well Depth: 31.5 ft. Elevation: 772.18 ft.
Static Water Level: 18.5 ft. Est. Yield: gpm.
Comp. Date: 13-Oct-1994 Well Use: Monitoring well/observation/piezometer
DWR Applic. #: Other ID: MW 22
Driller Info
Driller: Defenbaugh Industries, Inc. (T.E.S.T.) License #: 483
Scanned Form
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Chemical Sample Submitted?: No
Water Well disinfected?:
Ground water encountered: 18.5 ft. , 23.7 ft. , 28.5 ft.
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm
Casing Info
Casing Type: PVC
Casing Joints:
Diam: 2 in. to 21.5 ft
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft
Casing height above land surface: 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: 21.5 ft to 31.5 ft
From: 0 ft to 0 ft
From: 0 ft to 0 ft
Gravel pack intervals From: ft to ft
Grout Info
Grout used: Bentonite, From: 1 to 14.7 ft
From: 14.7 to 17.9 ft
From: 0 to 0 ft
Source of Possible Contamination
Source: OTHER
Direction from well: S Distance: 600 ft
Lithologic Log
(Log data entered by KGS.)
From: 0 ft. to 4.5 ft. clay, light brown, stiff, low plasticity, silty, roots, grass, trace fine-medium sand, fill
From: 4.5 ft. to 10.3 ft. clay, light brown-olive, firm, low plasticity, silty, roots, trace iron and manganese deposits, moist
From: 10.3 ft. to 20 ft. clay, olive-gray, mottled, stiff to firm, low plasticity, iron weathering, increasing manganese deposits in root vesicles, trace fine sand, moist
From: 20 ft. to 25 ft. clay, brown, mottled gray, stiff, high plasticity, iron weathering, trace fine-coarse sand grading to pebble, limestone fragments, water-filled pores
From: 25 ft. to 28.5 ft. clay, brown, mottled gray, very stiff, increasing sand and cobble limestone fragments
From: 28.5 ft. to 31.5 ft. sand and gravel, very coarse to cobble, angular-subround, poorly sorted, 40% clay
From: 31.5 ft. to ft. rock

Kansas Geological Survey
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Data added continuously.