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Specific Water Well Detail |
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| Location Info | |||
| Owner: F & M Developement | Status: Constructed | ||
| Location: T9S, R9E, Sec. 36, NE NE NE | County: Pottawatomie | ||
| Directions: from Wamego: 2.25 mi W, 1.5 mi N | |||
| Latitude: 39.2307491 | Longitude: -96.3529594 | Datum NAD 27 | |
| Latitude: 39.2307456 | Longitude: -96.3532358 | 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: 100 ft. | Elevation: ft. | |
| Static Water Level: 29 ft. | Est. Yield: 3 gpm. | |
| Comp. Date: 07-Dec-2001 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Strader Drilling Co., Inc. | License #: 182 | |
| Scanned Form | View scan |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 8 ft. | brown clay | |
| From: 8 ft. to 18 ft. | brown silt | |
| From: 18 ft. to 32 ft. | gray silty clay | |
| From: 32 ft. to 35 ft. | brown fine sand | |
| From: 35 ft. to 36 ft. | fine sand, coarse sand, medium-pea gravel, brown | |
| From: 36 ft. to 37 ft. | yellow limestone | |
| From: 37 ft. to 38 ft. | gray shale | |
| From: 38 ft. to 42 ft. | gray limestone | |
| From: 42 ft. to 62 ft. | gray shale | |
| From: 62 ft. to 64 ft. | gray limestone | |
| From: 64 ft. to 84 ft. | gray shale | |
| From: 84 ft. to 92 ft. | tan limestone | |
| From: 92 ft. to 100 ft. | gray shale | |
