HomeMy WebLinkAboutSite PlanWELL
97' TO
WELL
7IHEREBYDECLARETHATTHISl,!AP IS SUBSTANTIALLY COKRECT.-THl< ",-AP
AND SURVEY WERE PREPARED IN ACCOIN'DANCE WITH THE STANDARDS OF A
CLASS A -S SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FO'"
SURVEYS AND 14APS IN THE STATE OF CONNECTICUT" AS PREPARED AND
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, IN(-,.,
ON SEPTEMBER 13, 1984.
TH #2 Of' - 311 TOPSOIL
31' -3610 SAND GRAVEL WIT118"COBBLES
36" - 48" MEDIUM SAND
48" - 86" SILTY GRAVEL
86" - 120" MEDIUM SAND
NO GROUNDWATER, NO MOTTLING, NO LEDGE
TH W 3 Off - 5" TOPSOIL
511 - 9811 SILTY CORSE GRAVEL
9811 - 144" MEDIUM SAND
NO GROUNDWATER, NO MOTTLING, NO LEDGE
7'-'-"0L7,-ION TEST WAS PERFORMED BY UNCAS HEALTH DISTRICT
ON JULY 17, 1988
PEPCOI2,,TION RATE 1. MINUTES RER INCH
TOP OF FOUNDATION
INV.
SANITARY DESIGN CRITERIA
PIPE AT
NEW 3 BEDROOM HOUSE
420.85
INV.
BSMT. ELEV. 421.00
PIPE AT
F.F. ELEV. 429.00
420.55
WELL LEACHING AREA REQUIRED = 375 SF EFFECTIVE
PIPE AT
DESIGN:
420.3
INV.
USE 1000 GALLON SEPTIC TANK
PIPE AT
USE 10 41X4'X4' LEACHING GALLERIES WITH
BOTTOM
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 1/ QR. 48 SF
384 SF
1007. 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 DEVEOPMENT
MADE FOR KEITH CAROM
LAKE DRIVE, OXOBOXO LAKE
OAKDALE, CONNECTICUT
0 10 20 30 40
8-9-88 SCALE: 1 10
L,A,NE) SURVEYORS
1:1.52 RC3U'g*"E 1623 UNCASVILLE,C-ONN,