|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Garden City | Status: Constructed | ||
| Location: T24S, R32W, Sec. 7, SW SE | County: Finney | ||
| Directions: W of water tower at Main and Kansas | |||
| Latitude: 37.9768475 | Longitude: -100.8717553 | Datum NAD 27 | |
| Latitude: 37.9768706 | Longitude: -100.8721948 | 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: 660 ft. | Elevation: ft. | |
| Static Water Level: 122 ft. | Est. Yield: 800 gpm. | |
| Comp. Date: 20-Aug-1984 | Well Use: Public Water Supply | |
| DWR Applic. #: 36812 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: MW Drilling | License #: 208 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
|
Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 196 ft after 0 hours pumping 600 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 495 ft
Diam: 16 in. to 535 ft Diam: 16 in. to 657 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: Wire wrapped | |
| Screen-perforated intervals | From: 495 ft to 535 ft
From: 0 ft to 0 ft From: 557 ft to 657 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 40 ft
From: 280 to 430 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 2 ft. | top soil | |
| From: 2 ft. to 7 ft. | brown clay | |
| From: 7 ft. to 37 ft. | sand - fine to med. coarse. small to large gravel. few cobblestones | |
| From: 37 ft. to 47 ft. | brown clay | |
| From: 47 ft. to 77 ft. | sand - fine to med. coarse. small to medium gravel. clay streaks. clay streaks. uses water | |
| From: 77 ft. to 90 ft. | brown clay and caliche | |
| From: 90 ft. to 101 ft. | brown clay | |
| From: 101 ft. to 118 ft. | sand - fine to med. coarse. small and few medium gravel | |
| From: 118 ft. to 130 ft. | cemented sand limerock and clay streaks. | |
| From: 130 ft. to 141 ft. | sand - fine to med. coarse. small gravel | |
| From: 141 ft. to 163 ft. | brown clay | |
| From: 163 ft. to 176 ft. | sand - fine to med. coarse. small gravel. clay streaks. | |
| From: 176 ft. to 196 ft. | brown clay and few fine sand streaks. | |
| From: 196 ft. to 224 ft. | sand - fine to med. coarse. few small gravel. white rock | |
| From: 224 ft. to 240 ft. | brown and brown sandy clay. few fine sand streaks | |
| From: 240 ft. to 265 ft. | sandy clay and fine sand | |
| From: 265 ft. to 270 ft. | soapstone and limestone | |
| From: 270 ft. to 330 ft. | shale, few soapstone streaks and hard ledges | |
| From: 330 ft. to 380 ft. | shale. few hard ledges | |
| From: 380 ft. to 440 ft. | shale, soft. few limestone ledges (hard, 407-409) | |
| From: 440 ft. to 470 ft. | gray shale. few hard ledges | |
| From: 470 ft. to 495 ft. | soapstone and Dakota streaks | |
| From: 495 ft. to 510 ft. | shale and soapstone, few Dakota streaks | |
| From: 510 ft. to 560 ft. | soapstone and sandstone | |
| From: 560 ft. to 657 ft. | Dakota sandstone, few hard ledges, loose in places | |
| From: 657 ft. to 680 ft. | shale, few limestone ledges, hard at 677 feet | |
| From: 680 ft. to 800 ft. | shale and Dakota streaks and few limestone ledges | |