|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Haysville | Status: Constructed | ||
| Location: T29S, R1W, Sec. 11, SW SW NE | County: Sedgwick | ||
| Directions: from 71st St S and West St, 1.75 mi S | |||
| Latitude: 37.5431262 | Longitude: -97.3961266 | Datum NAD 27 | |
| Latitude: 37.5431437 | Longitude: -97.3964504 | 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: 90 ft. | Elevation: ft. | |
| Static Water Level: 34 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Mar-1990 | Well Use: Public Water Supply | |
| DWR Applic. #: 38761 | Other ID: Well 7 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Harp Well & Pump Service, Inc. | License #: 236 | |
| 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. | |
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: WROUGHT IRON
Casing Joints: |
Diam: 12 in. to 57 ft
Diam: 12 in. to 88 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: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 57 ft to 85 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: 4 to 24 ft
From: 24 to 34 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 8 ft. | brown clay | |
| From: 8 ft. to 22 ft. | fine to coarse sand and fine to medium gravel | |
| From: 22 ft. to 26 ft. | coarse sand to coarse gravel | |
| From: 26 ft. to 28 ft. | tan clay | |
| From: 28 ft. to 31 ft. | fine to coarse sand and fine gravel | |
| From: 31 ft. to 43 ft. | fine to coarse sand and fine to medium gravel | |
| From: 43 ft. to 56 ft. | fine to coarse sand and fine to coarse gravel | |
| From: 56 ft. to 70 ft. | very fine to fine sand and fine gravel | |
| From: 70 ft. to 80 ft. | fine to coarse sand and medium gravel | |
| From: 80 ft. to 81 ft. | tan clay | |
| From: 81 ft. to 85 ft. | fine to coarse sand and fine to medium gravel | |
| From: 85 ft. to 88 ft. | yellow and blue shale | |