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Specific Water Well Detail |
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| Location Info | |||
| Owner: Utilities Department, City of Topeka | Status: Constructed | ||
| Location: T11S, R16E, Sec. 30, NE NW NW NW | County: Shawnee | ||
| Directions: 1111 NW Gordon St, Topeka, between the levee and railroad tracks | |||
| Latitude: 39.07302 | Longitude: -95.6864754 | Datum NAD 27 | |
| Latitude: 39.07302 | Longitude: -95.68674 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.07302 | GPS Longitude: -95.68674 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 58.5 ft. | Elevation: 879 ft. | |
| Static Water Level: 29 ft. | Est. Yield: gpm. | |
| Comp. Date: 15-May-2018 | Well Use: Other (Relief Well) | |
| DWR Applic. #: | Other ID: NTU W15 | |
| Driller Info | ||
| Driller: Contract Dewatering Services, Inc. | License #: 925 | |
| 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: 29 ft. | ||
| Pump test data: Well water was 31.7 ft after 2.5 hours pumping 200 gpm | ||
| Bore hole diameter: 20 inches to 61 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 8 in. to 28.5 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 28.5 ft to 40.5 ft
From: 44.5 ft to 58.5 ft From: 47 ft to 55 ft | |
| Gravel pack intervals | From: 23.5 ft to 61 ft | |
| Grout Info | ||
| Grout used: | From: 8.6 to 23.5 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 25 ft. | brown silty sand | |
| From: 25 ft. to 32 ft. | brown fine to medium sand | |
| From: 32 ft. to 52 ft. | brown medium to coarse sand, trace gravel | |