|
|
|
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, 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: 188 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Jul-1993 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: SVE 2-190 | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | 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: 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: Saw cut | |
| 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: Cement grout | From: 0 to 177 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 2 ft. | Surface | |
| From: 2 ft. to 13 ft. | Loess and rock | |
| From: 13 ft. to 42 ft. | Loess | |
| From: 42 ft. to 44 ft. | Hard caliche | |
| From: 44 ft. to 55 ft. | Clay and caliche streaks | |
| From: 55 ft. to 57 ft. | Caliche and clay | |
| From: 57 ft. to 68 ft. | Medium sand and gravel; clay and caliche streaks | |
| From: 68 ft. to 70 ft. | Clay | |
| From: 70 ft. to 73 ft. | Medium sand | |
| From: 73 ft. to 79 ft. | Clay and caliche streaks | |
| From: 79 ft. to 81 ft. | Medium sand | |
| From: 81 ft. to 84 ft. | Clay | |
| From: 84 ft. to 88 ft. | Medium sand | |
| From: 88 ft. to 90 ft. | Caliche | |
| From: 90 ft. to 96 ft. | Fine to medium sand; clay and caliche streaks | |
| From: 96 ft. to 97 ft. | Medium sand | |
| From: 97 ft. to 99 ft. | Clay | |
| From: 99 ft. to 103 ft. | Fine sand and clay layers | |
| From: 103 ft. to 105 ft. | Clay | |
| From: 105 ft. to 116 ft. | Medium sand and gravel | |
| From: 116 ft. to 120 ft. | Clay and caliche streaks | |
| From: 120 ft. to 122 ft. | Caliche | |
| From: 122 ft. to 125 ft. | Fine sand clay layers | |
| From: 125 ft. to 135 ft. | Medium sand tight; caliche layer | |
| From: 135 ft. to 137 ft. | Caliche and clay | |
| From: 137 ft. to 140 ft. | Fine to medium sand | |
| From: 140 ft. to 141 ft. | Caliche | |
| From: 141 ft. to 144 ft. | Fine sand and clay layers | |
| From: 144 ft. to 151 ft. | Sticky tan clay | |
| From: 151 ft. to 152 ft. | Fine sand | |
| From: 152 ft. to 157 ft. | Clay, sticky, brown and tan | |
| From: 157 ft. to 160 ft. | Red sandy clay | |
| From: 160 ft. to 165 ft. | Sticky clay | |
| From: 165 ft. to 172 ft. | Medium sand, tight | |
| From: 172 ft. to 188 ft. | Clay and caliche | |
| From: 188 ft. to 194 ft. | Medium sand and clay streaks, tight | |
| From: 194 ft. to 201 ft. | Medium sand and gravel | |
| From: 201 ft. to 204 ft. | Caliche | |
| From: 204 ft. to 207 ft. | Medium sand | |
| From: 207 ft. to 210 ft. | Cemented sand and caliche | |