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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bulger Service Center | Status: Constructed | ||
| Location: T13S, R24E, Sec. 17, SW SW SE | County: Johnson | ||
| Directions: 15500 W. 117th, Olathe | |||
| Latitude: 38.9137489 | Longitude: -94.7689133 | Datum NAD 27 | |
| Latitude: 38.9137555 | Longitude: -94.7691517 | 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: 13.5 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Jul-1990 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 5 | |
| Driller Info | ||
| Driller: Terracon, Inc. | License #: 416 | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 13 ft. , 0 ft. , 0 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 3 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: 3 ft to 13 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 1 ft
From: 1 to 2 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .7 ft. | concrete and sand | |
| From: .7 ft. to 5.5 ft. | silty lean clay, dark gray brown, mottled, firm, dry, with trace limonite nodules, lean clay becoming red brown at 1.5 feet, lean clay becoming red brown gray, mottled, with rust stains at 4.5 feet | |
| From: 5.5 ft. to 9.5 ft. | sandstone, highly weathered, dark red brown (fine, angular-subangular, 25% silt, 25% clay), very moist (Red Lake Mbr), limestone stringer at 8.8 to 9.4 feet | |
| From: 9.5 ft. to 13.5 ft. | shale, highly weathered, olive gray, shale becoming gray, more competent, laminated, at 12 feet | |