Specific Water Well Detail | ||
Location Info | |||
Owner: Herl, Larin | Status: Constructed | ||
Location: T9S, R18W, Sec. 35, NW SW SW SE | County: Rooks | ||
Directions: 1313 S. Washington, Plainville | |||
Latitude: 39.2211473 | Longitude: -99.2970423 | Datum NAD 27 | |
Latitude: 39.22116 | Longitude: -99.297423 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.22116 | GPS Longitude: -99.297423 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 2135 ft. | |
Static Water Level: 80 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 15-Apr-2015 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Karst Water Well Drilling & Service, Inc. | License #: 199 |
Scanned Form | |
View scan of this form in PDF format. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 34 ft. , 64 ft. | ||
Pump test data: Well water was 38 ft after 3 hours pumping 20 gpm | ||
Bore hole diameter: 10 inches to 80 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
Casing height above land surface: 36 in
Casing Weight: 2.91 lbs/ft Wall thickness or gauge no.: .21 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 32 ft to 80 ft | |
Gravel pack intervals | From: 20 ft to 80 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | Top Soil | |
From: 2 ft. to 30 ft. | Clay with small rock layers | |
From: 30 ft. to 33 ft. | rock | |
From: 33 ft. to 40 ft. | Gravel/Sand | |
From: 40 ft. to 60 ft. | Soft sandy clay with fine sand | |
From: 60 ft. to 63 ft. | Clay | |
From: 63 ft. to 66 ft. | Sand/Gravel | |
From: 66 ft. to 69 ft. | Clay | |
From: 69 ft. to 80 ft. | Shale |