HomeMy WebLinkAboutPlot Plan7�E C7
' e_ � CSA T A
(08SER VT.4 91, s-91 BY 0 THEWS-)
H 1g.
!kit HQt-Q 11
0-0 Topsoil
0-12" Topsoil
6,.-,33" Subsoil
TP
12-21" Sandy Loom
33-106" Gray r-nedium
sand, some silt, slightly compact
21-46" Cray mediumi said
Na Ledge
0
67" Deep
Na Groundwater
Na Ledge
Mottling 0 33"
_._TING
Na Mottling
Groundwater 04611
BUILDING LINE
0-9 'Topsoil
W
WATER LINE
9-24" Subsoil
u
opsoil
24-- 80" Gray medium
compact silt sand
,dy Loom
Na Ledge
CID-)
68
No Groundwater
98x0
No L. "';
Mottling 4 35"
o NMc-,_ n
'FREE LINE / LIMITS OF OL E A R I N C'
F,F,
FINISH FIRST FLOOR
0_8" Topsoil
B.F.
FINISH BASEMENT FLOOR
8- 30" Subsoil
G,F.
(I Topsoil
30-90" Gray medium
compact sand & silt
13-58"' Sandy Loom
Na Ledge
35-58" Gray sand and gravel
No Groundwater
Na Ledge
mottling 0 34"
No Mottling
Groundwater
T
0-6" Topsoil
HgltAj4
6 - 24" Subsoil
0-10 to Topsoil
24-102" Gray medium
compact sand & silt
10-25" Sandy Loom
No Ledge
No Mottling
F) A '7- /A
Groundwater 0 25"
((j8_S'ERAFD 0197 BY J. ROBt-RTP-'I'--,4N',VEl')
&Z-1 kl:�" jt§J_Ag1& AL1_Q4
0_9 opsoil 0-10'", Topsoil
9-26"' Subsoil 10-27" Subsoil
26-66" Gray medlurn sand, some 27-85 Gray medium sand, some
silt, slightly compact silt, slightly compact
Refusal 0 66 Refusal 85"
No Groundwater No Grou,jter-
No Mottling Mottling 2, Cps6
itaL.0I1 _Q_2
0-12" Topsoil 0-12 to Topsoil
12-40" Subsoil 12-29" Subsoil
40-80" Gray medium sand, some 2'9-76" Gray medium sand, some
silt, slightly compact silt, slightly compact
Refusal 0 80" Refusal 0 76 "'
No Groundwater No Groundwater
Mottiing 0 60" Mottling 0 44"
0- 12"" TopSoij
2 - 3 2 Subs6l
32-80" Gray rnediurn -1--ornApact
sand & silt
Refusal 0 80
Nari
Groundwater
Mottling 0 42
J,
PROPERTY LINE
WF! 5F
4 -
IRON PIPE
RE;
0
FIq
0
BENCHMARK
SPIKE IN 15"' OAK TREE
ELEV,=305.00 ASSUMED
PROPOSED GRAVEL DRIVEWAY
SWALE OR DRAIN \
HIGH LEVEL OVERFLO
DISTRUBUTION BOX
308,0
J
Ul�
33oa
o.
4)
'Ilk TF
I
TP
)4
06
—6 M
IN /IN,
0-
is
N,
#31
tp
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DIST RI81JIhON BOX
INV, IN30t
/ou-r= #
\95
IN,
4 MIN/IN,
TP
0 T
�� ..
S SESSORLS OT #101
Je
Al
WF1 3f
E3
WF12E
SWALZS OR ,,PERFORATED
I)RAINS IN AREAS Or
G�
'OUNDWATER 'BREAKOUT
w.
" N
EDGE OF WETLANDS
PROPERTY LINE
0E,
0
AL
AL WF111'
GLNERAL NOTES -AL
1. BOUNDARY INFORMA"FiON FROM SUBDIVISION MAP ENTITLED:
SUBDIVISION PLAN PREPARED FOR J&S REALTY GROUP EAST LAKE ROAD - MONTVILLE, CONNECTICUT
SCALE: 1 =100, DATE 11/21/89, JOB NO, 89-027 SHEET 1 OF 3 SHEETS, BY CHARLES T. CAMP
ASSOC, LICENSED LAND SURVEYORS, LAND PLANNERS, REVISED THRU 10/08/91
2. ELEVATIONS BASED ON APPROXIMATE C_'.G,S,, DATUM AS INDICATED ON REFERENCE MAPS. TOPOGRAPHY FROM
FIELD MEASUREMENT,
3. THIS SITE IS LOCATED IN ZONE P-1 6O.
GROUND SURFACE
COMMON BACKFILL FILTER FABRIC
6"MIN
2 MIN,
4"PERF PVC (PERF, DOWN)
OR SCREENED GRAVEL
I" DIA, BROKEN STONE
48" MAX
1 N H 3
% L L A %..O'H r R ��: I N
HIGH LEVEL 0
DISTRUSU"110N _,x
F.L, IN = 30E,
F.L. OUT = 3, 5
SANITA[3Y DESI NOT S
1. BASIS OF SANITARY DESIGN = 3 BEDROOM HOUSE WITH 1-10 Ml,!NJIN. FERC, RATE.
2. USE MIN. 1000 GALLON SEPTIC TANK NTH TRENCHES AS SHOWN,,
TOTAL LEACHING AREA REQUIRED = 495 S.F.
TOTAL LEACHING AREA PROVIDED = 498 S,F,
3. WATER SUPPLY BY ON-SITE WELL.
4. SOLID PIPING BETWEEN SEPTIC TAK AND TRENCHES TO BE SDR 35 PVC
5,tEMOVE ANY UNSU11TABLE MATERIAL WITHIN 5 FEET OF SEPTIC SYSTEM_'AND REPLACE KITH, EAN GRANULAR FILL (LESS THAN 5% PASSING THE #200 SIEVE).
6 PLSS = 18(HF) x 1.5(FF) x 1.2(PF)=32.4' < 83' SYSTEM DESIGN MEETS MLS,.
K ADALt—
J T"
V
V
PRF PA RED FOR
Lo -4.
h L
" �. N gA
GRANUC SCALE,
0 10 20
so
W 7 rE
IN
I inch 20 ft,
(31
MARCH 20.1
42
J
rv�
S T
1 4/4/917 SYSTEM DETAILS ADDED JB
ASIS�OQATE
V
O. DA DESCRIPPON BY A1- %
LAND SURV_'y1N(,1_--' Sk V Il E N G1 N E
REVISIONS TRING
37 GRAND NIANTIC,
k C "T 86 0)'7299 6 2`4 6
LEGEND
1000 GAL, SEPTIC TANK
F.L. IN = 30&
TP
DEEP TEST HOLE
F.L. OUT 30&50
PT
PERCOLATION TEST
0
IRON PIN RECOVERED
MERE TONE RECO' ERED
_._TING
INC
3 CONTOUR
11_11-1.1�"kaPOSED CONTOUR
BUILDING LINE
W
WATER LINE
u
'UTILITIES (PHONE, ELLE'C"., CABLE TVETC.)
FOUNDATION DRAIN
CID-)
UTILITY POLE
98x0
EXISTING SPOT ELEV.
PROPOSED SPOT ELEV,
'FREE LINE / LIMITS OF OL E A R I N C'
F,F,
FINISH FIRST FLOOR
B.F.
FINISH BASEMENT FLOOR
G,F.
FINISH GARAGE FLOOR
HIGH LEVEL 0
DISTRUSU"110N _,x
F.L, IN = 30E,
F.L. OUT = 3, 5
SANITA[3Y DESI NOT S
1. BASIS OF SANITARY DESIGN = 3 BEDROOM HOUSE WITH 1-10 Ml,!NJIN. FERC, RATE.
2. USE MIN. 1000 GALLON SEPTIC TANK NTH TRENCHES AS SHOWN,,
TOTAL LEACHING AREA REQUIRED = 495 S.F.
TOTAL LEACHING AREA PROVIDED = 498 S,F,
3. WATER SUPPLY BY ON-SITE WELL.
4. SOLID PIPING BETWEEN SEPTIC TAK AND TRENCHES TO BE SDR 35 PVC
5,tEMOVE ANY UNSU11TABLE MATERIAL WITHIN 5 FEET OF SEPTIC SYSTEM_'AND REPLACE KITH, EAN GRANULAR FILL (LESS THAN 5% PASSING THE #200 SIEVE).
6 PLSS = 18(HF) x 1.5(FF) x 1.2(PF)=32.4' < 83' SYSTEM DESIGN MEETS MLS,.
K ADALt—
J T"
V
V
PRF PA RED FOR
Lo -4.
h L
" �. N gA
GRANUC SCALE,
0 10 20
so
W 7 rE
IN
I inch 20 ft,
(31
MARCH 20.1
42
J
rv�
S T
1 4/4/917 SYSTEM DETAILS ADDED JB
ASIS�OQATE
V
O. DA DESCRIPPON BY A1- %
LAND SURV_'y1N(,1_--' Sk V Il E N G1 N E
REVISIONS TRING
37 GRAND NIANTIC,
k C "T 86 0)'7299 6 2`4 6