HomeMy WebLinkAboutAs-Builtf,
97' TO
WELL
WELL
IIHEREBY1-)FCI,APF, THAT THIS l,AP IS SUBSTANTIALLY COKRFCT.-T:':'.' -
AND SURVEY WERE PREPARED IN ACCOk'!)ANCE WITH THE STANDARDS
CLASS A -S SURVEY AS DEFINE[) IN THE "RECOMMENDED STANDARDS
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED :1N)
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,
ON SEPTEMBER 13, 1984.
DEEP TEST HOLE AND PERCOLATION DATA
OBSERVATION DATE: JULY 17, 1988 BY D. PLUMLEY
WITNESSED BY A. GOSLINj UNCAS HEALTH DISTRICT, JULY 17, 1988
TH #1 01F 311 TOPSOIL
AT
311 4811 MEDIUM SAND WITH 8" COBBLES
INV.
4811 5511 COARSE CLEAN SAND
AT
5511 6011 FINE MEDIUM LIGHT BROWN SAND
INV.
60f1 6711 COARSE CLEAN SAND
AT
6711 9611 MEDIUM SAND WITH 8" COBBLES
INV.
NO GROUNDWATER, NO MOTTLING, NO LEDGE
TH #2 011 311 TOPSOIL
BOTTOM
311 36" SAND GRAVEL WITH 8" COBBLES
3611 4811 MEDIUM SAND
4811 8611 SILTY GRAVEL
86" 120" MEDIUM SAND
NO GROUNDWATER, NO MOTTLING, NO LEDGE
TH #3 Off 511 TOPSOIL
511 9811 SILTY CORSE GRAVEL
9811 144" MEDIUM SAND
NO GROUNDWATER, NO MOTTLING, NO LEDGE
012s,--'ION TEST WAS ?ERFORMED UY UNCAS HEALTH DISTRICT
ON JULY 17, 1988
PERCOLATION RATE = 1. I MINUTES UR INCH
SANITARY DESIGN CRITERIA
NEW 3 BEDROOM HOUSE
BSMT. ELEV. 421.00
F.F. ELEV. 429.00
WELL LEACHING AREA REQUIRED = 375 SF EFFECTIVE
DESIGN:
USE 1000 GALLON SEPTIC TANK
USE 10 4'X4'X4' LEACHING GALLERIES WITH
12" OF 1" STONE SURROUNDING ALL SIDES.
LEACHING AREA PROVIDED
LENGTH: 42 LF X 8 SF/LF = 336 SF
END: 12 LF X 8 SF/LF X 112 CR. = 48 SF
384 SF
100%, RESERVE AREA PROVIDED
SYSTEM & INVERT ELEVATIONS
TOP OF FOUNDATION
INV. OF PIPE AT FND. WALL 420.85
INV. OF PIPE AT SEPTIC TANK INLET 420-55
INV. OF PIPE AT SEPTIC TANK OUTLET 420.3
INV. OF PIPE AT GALLERY INLET 420.00
BOTTOM OF GALLERIES ELEVATION 416.00
PLAN OF PROPOSED DEVEOPMEI`NjlT
MADE FOR KEITH CARON
LAKE DRIVE, OXOBOXO LAKE
OAKDALE, CONNECTICUT
0 10 ?o 30 40
L •E: I"= 1' OAT E: 8-9-88 SCA 0
all& go
IN M LLEIM
LAND SURVEYORS
152 ROUTE 163 UNCASVILLE,C-ONN.
r) - ri) I L