|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: NCRA | Status: Constructed | ||
| Location: T20S, R3W, Sec. 5, NE NE NE SW | County: McPherson | ||
| Directions: from Iron Horse Rd and 14th Ave, 0.53 mi W and 0.54 mi S to site. Note: site is inside the refinery access is limited, report to NCRA gate. | |||
| Latitude: 38.3399309 | Longitude: -97.6763015 | Datum NAD 27 | |
| Latitude: 38.339942 | Longitude: -97.676624 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.339942 | GPS Longitude: -97.676624 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 175 ft. | Elevation: 1489 ft. | |
| Static Water Level: 96 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-May-2014 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: NCRA TW01-A16 | |
| 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?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 96 ft. | ||
| Pump test data: Well water was 106 ft after 6.75 hours pumping 175 gpm | ||
| Bore hole diameter: 14 inches to 180 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 155 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: Sch 40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 155 ft to 175 ft | |
| Gravel pack intervals | From: 35 ft to 180 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 35 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: North | Distance: 25 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 11 ft. | dark brown soil | |
| From: 11 ft. to 31 ft. | light brown soil | |
| From: 31 ft. to 51 ft. | light brown sandy soil | |
| From: 51 ft. to 60 ft. | brown fine to medium sand and clay | |
| From: 60 ft. to 79 ft. | brown fine to medium sand with trace clay and medium to coarse gravel | |
| From: 79 ft. to 98 ft. | gray brown sandy clay with fine to medium sand layers | |
| From: 98 ft. to 143 ft. | gray brown fine to medium sand with cobbles and trace clay | |
| From: 143 ft. to 173 ft. | brown fine to medium sand with trace clay and cobbles | |
| From: 173 ft. to 180 ft. | gray sandy shale | |