|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Allied Asphalt | Status: Constructed | ||
| Location: T14S, R18W, Sec. 2, SE NW SW | County: Ellis | ||
| Directions: from Canterbury and 9th St Rd, Hays: .25 mi E | |||
| Latitude: 38.8610258 | Longitude: -99.2956339 | Datum NAD 27 | |
| Latitude: 38.8610375 | Longitude: -99.2960142 | 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: 42 ft. | Elevation: ft. | |
| Static Water Level: 37.61 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Nov-1992 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 4 | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | License #: 531 | |
| 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: 35 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 27 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: 27 ft to 42 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 1 to 25 ft
From: 0 to 0 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 .4 ft. | asphalt | |
| From: .4 ft. to 2.5 ft. | fill; clay, black, moist, firm, with gravel | |
| From: 2.5 ft. to 4.5 ft. | loess; silt, gray, moist, soft (Peoria Loess) | |
| From: 4.5 ft. to 6.5 ft. | clay, gray brown, moist, soft, rust | |
| From: 6.5 ft. to 10.5 ft. | clay, red brown, rust stains, fat (Loveland Loess) | |
| From: 10.5 ft. to 16 ft. | terrace; medium to coarse sand seam 2-inches thick, poorly graded, clay, light red brown, slightly moist, firm, silty, calcium concrete | |
| From: 16 ft. to 19.5 ft. | silt, light red brown, slightly moist, soft, friable | |
| From: 19.5 ft. to 35.5 ft. | clay, light brown, moist, firm, silty | |
| From: 35.5 ft. to 36.5 ft. | fine to medium sand, brown, wet, loose, poorly graded | |
| From: 36.5 ft. to 42 ft. | silt, brown, wet, soft, very sandy, with some clay | |