HomeMy WebLinkAboutPlot Plan24d
L07
V7AC /0,4 1A 1
MAP\C A E)RIVE- (UNDEP CO\,iTRUC'.710\)
34
121
0 0, 0 0 r/
74
4
1
5'
232
P R 0 P 0 E D-,
D W E LL
0. I N 30
1XIIz4DRAIN1+0
25-4 - C I P
242
1250 G A 0
S PTIC TK
z
INV. 2- 5S.50 IN
I Iv.235.250UT n
ri z
0
LL_
4" SOLID
WALL PVC
OVERFLOW DtSTRORUTION
INV 2 34,40 — IN
INV 234.23 —OUT(SCE)
INV 2.34.53 — OVERFLOW
4/ SOLID WALL PVC
OVERFLOW DISTRIBUTION 150X-
INV 232,40—IN
INV L32.23-- OUT(SIDE)
INV 232.53 — OVERFLOW
4" SOLID WALL PVC
DISTRIBUTION BOX—
INV 230.40 IN
INV 230-23— OU -T
ox, Z
L
C\j
LO
1\77)
V, , A N T
i
L-0
SANITARY PLOT PLAN
LOT #!i - GREYSTONE ESTATES
PREPARED FOR
STEPHEN & LYNN CHURCH
6 UNCAS COURT
QUAKER HILL, CT
PREPARED BY
GARY WINALSKI
CIVIL ENGINEER
scale 11' =20ft sheet 15f2
8" MINIMUM OF TOPSOIL OIZ F-4
FERTILIZE, SEED AND MULCH)
Z" SALT HAY OR UNCOATED BUILDING PAPER
A A
v 4 0 4" DIA. PERFORATED P.V.C. PIPE
34 -4 — — ---- — — — — —
4 A 4
6
A
11 1" CRUSHED STONE12
LEATRENCH DETAILCHING;
N.T. S.
5 DIA-10UTLET KNUU
GROUT ALL jONTS
5"'i)IA. INLET KNOCKOUT
FOR 4" PIPE FROM SEPT'1C TANK-)
SIDE OUTLETS TO LEACHING TRENCHES
END OUTLET OVERFLOWS TO LOWER
DISTRi6urnON BOX THRU 900 BEND
TURNED UP.
ARD PRECAST
DISTRIBUTION BOX
HIGH LEVEL OVERFLOW DETAIL
N. T. S.
LEGEND_
existing contour
proposed contour
proposed spot grade
cast iron pipe
4 monument stone
NOTES
1. Boundary information from plan entitled "PHASE I,
LOTS 1 THRU 15, & LOT 27 GREYSTONE ESTATES SUBDIVISION,
PROPERTY OF GREYSTONE ASSOCIATES, OLD COLCHESTER & MOXLEY
T IROAD, MONTVILLE, CONNECTICUT, SCALE 111 = 100 1 SEPT. 29, 1987,
DICESARE-BENTLEY ENGINEERS, INC., GROTONT
L4 CONNECTICUT
2. Elevations based on top of monument stone (M. S.) to be
set by Dicesare-Bently Engineers on south-west corner of
Lot #5.
3. Deep Test Hole and Percolation Test information from
Dicesare-Bently Engineers and this data was used for the
design of the septic system on this property.
4. Topsoil shall not be stripped from the septic system area.
Remove vegetation by working parallel to the proposed leaching
trenches.
5. Fill placed within fifteen(15) feet of leaching trenches shall
be clean select granular soil suitable for septic system
installation.
SANITARY DESIGN CRITERIA
1. Percolation Rate: 5.7 minutes per inch 18"(hole dug 7/29/87)
2. Design: 4-bedr6om h01ne with basement
3. Required Leaching Area: 660SF
area 3 rows 3f wide trenches 74ft long 666SF4,
100% Reserve Area Provided
6. Deep Test Hole=Data (h'o'le dug 9/10/87)
Off to 71' topsoil
71, to 29" yellow/brown fine sandy loam, some boulders
29" to 61" pale yellow loamy silt
61" to 941, gray very firm sandy till some boulders
no ledge encountered
no mottling encountered
no groundwater encountered
roots extended to 52"
SANITARY PLOT PLAN
os LOT#5-GREYSTONE ESTATES
PREPARED FOR
STEPHEN & LYNN CHURCH
6 UNCAS COURT
QUAKER HILL, CT
PREPARED BY
71 GARY WINALSKI
CIVIL ENGINEER
sheet 2of2