|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: H & H Service | Status: Constructed | ||
| Location: T1S, R10E, Sec. 6, NE SW NW | County: Marshall | ||
| Directions: | |||
| Latitude: 39.996575 | Longitude: -96.3475319 | Datum NAD 27 | |
| Latitude: 39.996576 | Longitude: -96.3478237 | 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: 20 ft. | Elevation: ft. | |
| Static Water Level: 4.48 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-Mar-1997 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: AGD Services | License #: 554 | |
| 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: PVC
Casing Joints: |
Diam: 2 in. to 5 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: Saw cut | |
| Screen-perforated intervals | From: 5 ft to 20 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, Bentonite | From: 0 to 2 ft
From: 2 to 4 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | silty clay, dark gray | |
| From: 6 ft. to 8 ft. | medium gray clay | |
| From: 8 ft. to 11.5 ft. | clayey sand | |
| From: 11.5 ft. to 20 ft. | tan clay with caliche | |