|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Bishop, Bill | Status: Constructed | ||
| Location: T8S, R39W, Sec. 20, SW NW SW | County: Sherman | ||
| Directions: 421 East 17th St., Goodland | |||
| Latitude: 39.3412283 | Longitude: -101.7057854 | Datum NAD 27 | |
| Latitude: 39.3412282 | Longitude: -101.7062353 | 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: 210 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 21-Aug-1992 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: OW 102 | |
| Driller Info | ||
| Driller: GeoCore Services Inc. | License #: 527 | |
| 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: 190 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: 4 in. to 180 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: 180 ft to 210 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement, Cement grout | From: 0 to 1 ft
From: 1 to 140 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .6 ft. | Concrete | |
| From: .6 ft. to 7 ft. | Sandy clay, brown | |
| From: 7 ft. to 17 ft. | Clay, tan to brown | |
| From: 17 ft. to 33 ft. | Sandy clay, tan | |
| From: 33 ft. to 36 ft. | Sand, brown, fine | |
| From: 36 ft. to 40 ft. | Sandy clay, brown | |
| From: 40 ft. to 47 ft. | Sandy clay, brown, caliche lenses | |
| From: 47 ft. to 56 ft. | Cemented sand, red | |
| From: 56 ft. to 58 ft. | Sandy clay, reddish brown | |
| From: 58 ft. to 70 ft. | Sand and gravel | |
| From: 70 ft. to 71 ft. | Caliche | |
| From: 71 ft. to 76 ft. | Sand and gravel | |
| From: 76 ft. to 80 ft. | Sandy clay, brown, caliche lenses | |
| From: 80 ft. to 87 ft. | Sand and gravel | |
| From: 87 ft. to 96 ft. | Chert and cemented sandstones | |
| From: 96 ft. to 97 ft. | Sand and gravel | |
| From: 97 ft. to 99 ft. | Sandy clay, red | |
| From: 99 ft. to 105 ft. | Caliche | |
| From: 105 ft. to 118 ft. | Sand and gravel | |
| From: 118 ft. to 130 ft. | Sand and gravel with clay lenses | |
| From: 130 ft. to 143 ft. | Sand and gravel | |
| From: 143 ft. to 145 ft. | Limestone | |
| From: 145 ft. to 156 ft. | Clay, pink to gray caliche | |
| From: 156 ft. to 168 ft. | Sandy clay, brown to gray | |
| From: 168 ft. to 191 ft. | Sand and gravel | |
| From: 191 ft. to 216 ft. | Sand and gravel with clay lenses | |