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Specific Water Well Detail |
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| Location Info | |||
| Owner: Evergy | Status: Constructed | ||
| Location: T10S, R11E, Sec. 3, SW NW SW NW | County: Pottawatomie | ||
| Directions: from Jeanette St and Shortt Rd, Belvue, site is 600 feet S and 250 feet W; well is located in Evergy power station north of Kansas River | |||
| Latitude: 39.2117148 | Longitude: -96.183832 | Datum NAD 27 | |
| Latitude: 39.211714 | Longitude: -96.184111 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.211714 | GPS Longitude: -96.184111 | Datum WGS84 | |
| View well on interactive map This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 76 ft. | Elevation: 959 ft. | |
| Static Water Level: 20.65 ft. | Est. Yield: 2500 gpm. | |
| Comp. Date: 01-Sep-2020 | Well Use: Industrial | |
| DWR Applic. #: 28,239 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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?: Yes | ||
| Ground water encountered: 20 ft. | ||
| Pump test data: Well water was 31.5 ft after 8 hours pumping 2500 gpm | ||
| Bore hole diameter: 54 inches to 76 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 36 in. to 38 ft | |
| Casing height above land surface: 36 in
Casing Weight: 142.81 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 38 ft to 76 ft | |
| Gravel pack intervals | From: 25 ft to 76 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | clay and rubble | |
| From: 1 ft. to 6 ft. | dark brown-black clay | |
| From: 6 ft. to 11 ft. | light brown silty clay | |
| From: 11 ft. to 18 ft. | fine to very fine silt and sand | |
| From: 18 ft. to 28 ft. | medium to fine brown sand, trace coarse | |
| From: 28 ft. to 37 ft. | coarse to medium sand with fines | |
| From: 37 ft. to 46 ft. | coarse to medium gray sand with cobbles and fines | |
| From: 46 ft. to 58 ft. | coarse to medium gray sand with fines | |
| From: 58 ft. to 62 ft. | coarse to medium gray sand with trace clay | |
| From: 62 ft. to 65 ft. | coarse to medium gray sand with cobbles | |
| From: 65 ft. to 76 ft. | coarse to medium gray sand with boulders | |
| From: 76 ft. to 77 ft. | gray shale | |