HomeMy WebLinkAboutSite PlanR = 482-Od
L = 128-64
T = 64-8d
CH= 3 84008'10" E
128.17'
PI PE
Ilk:
L --'z
CP 8297
PRESOAK 11:00
DEPTH 32"
0"-10" TOPSOIL
1: 30 17 1/2"
1: 35 18$1
SILTY TILL
1: 40 18 1/2"
1: 45 19
MOTTLING 0 34"
1: 50 19 1/2"
1:55 19 3/4"
2: 00 20 1/4"
2:05 20
it
3/4
M'qT, HOM DATA
22 JAN. 1988
BY SANDRA PANDORA
9 10
0"-10" TOPSOIL 0"-12" TOPSOIL
10"-34" SUBSOIL 12"-34" SUBSOIL
34"-48" TIGHTLY COMP. 34"-45" TIGHTLY COMP.
SILTY TILL SILTY TILL
48"-84" FINE SANDY 45"-90" FINE SANDY
TILL TILL
MOTTLING 0 34" MOTTLING 0 45"
WATER 0 40" NO WATER
NO LEDGE NO LEDGE
FORSYTH ROAD
2:10 21
111
2:15 21 1/4"
2:20 21 2'-
2: 25 21
MOTTLING 0 21"
2: 30 22
WATER 0 30'
FERC RESULT = 1" IN 20 MIN.
WEL L
TIM HOLE DATA
4/12/94
BY MICHAEL J. KIRBY, R.S. (UNCAS HEALTH DISTRICT)
110 111
0"- 6" TOPSOIL 0"- 7"' TOPSOIL
6"-21" SUBSOIL 7"-30" SUBSOIL
21"-83" MED. SAND W1 30"-70" MED. SAND W/
SILT SILT, LRG ROCKS
MOTTLING 0 21" MOTTLING @ 30"
WATER 0 21 WATER 0 30'
NO LEDGE NO LEDGE
112
0"- 6' TOPSOIL
6"-24" SUBSOIL
24"-68" COARSE SAND
LRG ROCKS
MOTTLING @ 24"
WATER 0 24"
NO LEDGE
560
S 850IIZZZ25I„MONUMENT MONUMENT
CP 8296
R = 470.54'
050 f 112427
L = 44.41'
T = 22.21'
CH = N 7893d2" E
44.39
C31
DATUM; APPROX. U.S.G.S.
BENCHMARK ELEVATION 565.19
NAIL IN POLE CP 8296
LEGEND,:
1--1 -1--
F. F.
ELEV.
N/F
S. F.
100
100
A WLF 12A
525.0
FIRS -1- FLOOR
ELF',/,L,-r1ION
NOW OR FORMERLY
SQUARE FEET
EXISTING CONTOURS
PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
WETLAND FLAG
PROPOSED INVERT ELEVATION
i QF- 1 nnn r: AI I n!,i ? rOMPAR3121,EIj SE,pTjr TANK
TRENCH REQUIREDMASSCALC. = 28 X 1.5 X 1. 5 63' MIN, LENGTH IT
P AA REFREFERENCE
RESUBDIVISION PLAN, ARTWELL ACRES, PREPARED FOR SOUTHERN NEW
ENGLAND MODULAR HOMES, FORSYTH ROAD, MONTVILLE, CONNECTICUT
SCALE: 1" — 50', CHANDLER, PALMER & KING, NORWICH, CONNECTICUT
DECEMBER 30, 1987, ADDITION & REVISIONS 01 FEB. '94, SHEET 2 OF 2
DATE:; JUNE 27, 1994
SCALA: 20'
4,
HFF-T
1) THE PROPOSED HOUSE & SEPTIC SYSTEM ARE TO BE STAKED BY A
LICENSED SURVEYOR PRIOR TO CONSTRUCTION.
2) TOTAL LOT AREA = 44,510± S.F.
3) THEEXISTING WELL IS TO BE FILLED AND SEALED IN ACCORDANCE
WITH THE PROVISIONS OF SECTION 25-128-57 OF THE CONNEC—
TICUT GENERAL STATUES.
C FRI7' 1' i
N A#W
M 'MI6 Architecture, Engineering and SurveyingW,
110 BROADWAY NORVICK CT 06360 203-889-3397 FAX 203-886-7801