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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nelson, Greg | Status: Constructed | ||
| Location: T12S, R5E, Sec. 23, NW NW NE | County: Geary | ||
| Directions: from I-70 and Washington St, Junction City: .5 mi W on Frontage Rd, .25 mi S, .5 mi E | |||
| Latitude: 38.9998606 | Longitude: -96.8430279 | Datum NAD 27 | |
| Latitude: 38.9998592 | Longitude: -96.8433149 | 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: 56 ft. | Elevation: ft. | |
| Static Water Level: 20 ft. | Est. Yield: 2000 gpm. | |
| Comp. Date: 07-Apr-1995 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Daniel H. Hoobler Drilling Co. | License #: 323 | |
| 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?: | ||
| Ground water encountered: 20 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 29 ft after 1 hours pumping 1200 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 16 in. to 36 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 36 ft to 56 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: N | Distance: 200 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | black top soil | |
| From: 3 ft. to 16 ft. | brown silt | |
| From: 16 ft. to 20 ft. | small gray sand and gray clay | |
| From: 20 ft. to 33 ft. | medium-large brown gravel and gray clay | |
| From: 33 ft. to 56 ft. | large brown gravel and large cobbles | |
| From: 56 ft. to ft. | hard gray shale | |