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Specific Water Well Detail |
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| Location Info | |||
| Owner: Enterprise Products Operating LP | Status: Constructed | ||
| Location: T29S, R6E, Sec. 18, NW NE | County: Butler | ||
| Directions: from Haverhill Rd and SW 210 St: 3.3 mi E, 1 mi N | |||
| Latitude: 37.5322773 | Longitude: -96.8135795 | Datum NAD 27 | |
| Latitude: 37.532297 | Longitude: -96.8138877 | 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: 60.7 ft. | Elevation: ft. | |
| Static Water Level: 24.7 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Aug-2003 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MWB 3B | |
| Driller Info | ||
| Driller: GeoCore Services Inc. | License #: 527 | |
| 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?:
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 4 ft. | clay and silt, stiff, non plastic, dark brown | |
| From: 4 ft. to 20 ft. | limestone, strong, slightly weathered, yellowish gray | |
| From: 20 ft. to 26 ft. | limestone, strong, with trace silty clay | |
| From: 26 ft. to 28 ft. | limestone with fine sand, medium gray | |
| From: 35 ft. to 60.7 ft. | limestone, strong, slightly weathered, yellowish gray | |