|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Barton Solvents, Inc. | Status: Constructed | ||
| Location: T11S, R24E, Sec. 30, SE SW SE | County: Wyandotte | ||
| Directions: 88th and Hwy K-32, Edwardsville | |||
| Latitude: 39.0593692 | Longitude: -94.7845958 | Datum NAD 27 | |
| Latitude: 39.0593738 | Longitude: -94.7848352 | 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: 49 ft. | Elevation: 715.9 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Oct-1988 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| 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. | |
|
Chemical Sample Submitted?:
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: PVC
Casing Joints: |
Diam: 2 in. to 45 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: Stainless Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 35 ft to 45 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: 10 to 32 ft
From: 32 to 37 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 5 ft. | gray silty clay, moderately plastic, medium stiff, moist | |
| From: 5 ft. to 10 ft. | gray silty clay, moderately plastic, medium stiff, moist | |
| From: 10 ft. to 17 ft. | gray clayey silt with trace gravel | |
| From: 17 ft. to 24 ft. | clear and orange medium-coarse sand, subrounded, well graded | |
| From: 24 ft. to 29 ft. | clear and orange medium-coarse sand, subrounded, well graded | |
| From: 29 ft. to 32 ft. | clear and orange fine-medium sand, subrounded, well graded, with trace coarse sand | |
| From: 32 ft. to 36 ft. | orange and gray fine-coarse sand, subrounded, well graded, with trace silt | |
| From: 36 ft. to 40 ft. | orange and gray fine-coarse sand, subrounded, well graded, with trace silt | |
| From: 40 ft. to 48 ft. | clay and gray fine-coarse sand, subangular to subrounded, well graded, with trace silt | |
| From: 48 ft. to 49 ft. | clay and gray fine-coarse sand, subrounded, well graded, with trace silt and gravel | |