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Specific Water Well Detail |
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| Location Info | |||
| Owner: Block and Company | Status: Constructed | ||
| Location: T9S, R22E, Sec. 12, SW SE NE | County: Leavenworth | ||
| Directions: 4th and Ash, Leavenworth | |||
| Latitude: 39.2823541 | Longitude: -94.9029573 | Datum NAD 27 | |
| Latitude: 39.2823548 | Longitude: -94.9031985 | 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: 23.4 ft. | Elevation: 799.71 ft. | |
| Static Water Level: 7.15 ft. | Est. Yield: gpm. | |
| Comp. Date: 04-Jan-1990 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| 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: 6 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: 4 in. to 4 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: 4 ft to 23 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: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | lean clay (fill), light brown alternating with dark gray brown lean clay, trace brick glass and gravel fragments, trace of limestone gravel, and limestone cobbles at 2.2 ft, brick fragments at 3 ft | |
| From: 4 ft. to 19.4 ft. | lean clay, very silty, gray brown mottled, moist, firm, with many roots at 4 feet, becoming gray mottled brown, moist, soft, blocky, with many roots, trace water in roots at 6 feet | |
| From: 19.4 ft. to 23.4 ft. | weathered shale, gray, thin bedded | |