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Specific Water Well Detail |
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| Location Info | |||
| Owner: US Army Corps of Engineers NWK EC EE | Status: Constructed | ||
| Location: T9S, R10E, Sec. 32, NE NE SW | County: Pottawatomie | ||
| Directions: from Columbian and Say Rd: .25 mi N | |||
| Latitude: 39.2235607 | Longitude: -96.325349 | Datum NAD 27 | |
| Latitude: 39.2235572 | Longitude: -96.325625 | 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: 125 ft. | Elevation: 1116.63 ft. | |
| Static Water Level: 106.32 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-May-2005 | Well Use: Environmental Remediation, Injection | |
| DWR Applic. #: | Other ID: IW 2 | |
| Driller Info | ||
| Driller: US Army Corps of Engineers | License #: | |
| 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 26.6 ft. | sandy clay, reddish brown | |
| From: 26.6 ft. to 48 ft. | coarse sand, orangish brown | |
| From: 48 ft. to 90 ft. | silt, tan, dense | |
| From: 90 ft. to 94 ft. | silt, tan, with sand and clay lenses | |
| From: 94 ft. to 124 ft. | medium sand with coarse chert gravel lenses | |
| From: 124 ft. to 125 ft. | weathered shale, soft | |