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PIT 31 0-611 TOPSOIL
r pwf. No$. m" 6-2311 ORANGE BROWN VERY FINE SANDY SILTY LOAM
23-9611 CRAY VERY FINE SILTY SANDY LOAM
MOTTLING AT 36
WATER AT 7244
To Not Lower
Tf*Vh
PIT 32 0-611 of TOPSOIL SANDY SILTY LOAM
6-23 ORANGE BROWN VERY FINE
23-59" GRAY SANDY LOAM
59-82" GRAY SANDY GRAVEL
ReyRrs-ed 1 MOTTLING AT 3614
•-3gx WATER AT 8211
0-6 TOPSOIL
PIT A
6-23" TAN SILTY LOAM
23-30" GRAY SILTY SANDY MOTTLED LOAM
PIT FULL OF WATER AT 30
tR 4'
'I- L,?A, 0-811 TOPSOIL
PIT B
8-24- DuI.,L TAN SILTY LOAM
FINE SAND
RAY SILTIVERY
SAND.
51-83" ORANGE FINE MEDIUM SILTY
f-V(l F)Jxl 471
MOTTLING AT 29
GROUNDWATER AT 43
LEDGE AT 83
roPSOIL
-� i PIT C
E 8_29 DULL TAN SILTY LOAM
-)241 GRAY FINE SAND
SILT/VERY 29- SANDS
52-81" ORANGE AT 2911
MOTTLING
CROUNDWATER AT 36
r............
r O P S O T L
LOAM
F.P 9-27 BROWN/ORANGE SILTY 1, 1). LOTS OF FLAT ROrK
27-80" GRAY MOTTLED FTNF SILT SAN
16,
>
BOULDERS
Aif
q— t5 M01"I'LING AT 3�,+
-lRoONY)WATER 36
N
)ROXIMAT173,Y AN
14 5OR 5 Pvc w "FRcOLATION Trstr WAS DO(, TO A DEPTH OF APT 11i DTSTRTCrT
T!iF A L'
PIT C ANT)
D. PER 1,HF, UNCAS HF
1, 0 (7 ATE D H BETWEEN
W A S A 1, FW A Y NUTES PER TNCH
0VTjJLT ?ktPF OLATION RATE WAS 13. MI
THE MI STA13TT-,T7,FD PERC
A
SEE 004 13
>
6EVATION DATA
El
126.43
4" C I P INV ,Z�) FDN:
(SLOPE MIN 4" PER FT)
4 CIP
..:. s ,.�- \ 2 18
R)06T CUKTAv
PRAo4 -sEs 1250 GALLON TWO COMPARTMENT SEPTIC TANK
Y/ IN
INV - 128.05
hrl INV. 127.80 OUT
PIPE
41 - 4" SDR 35 PVC
4A
(D SPLITTER "Do' BOX
INV. 127.70 IN
INV. 127-60 OUT
-4 35 -P-VC 'PIPE
ST)
10
CATCH SAS114j, *1A REVERSED "D"- BOY
INV. 127.60 IN AND TO TRENCH
.80 OVERFLOW
INV 12,7
10 t 4 SDR 35 PVC PIPE
G�LEN CR#,5
i�rL nm iz it Py 13o)(
4
JWV. 126.
ft I)J\I. IZ5.% 0%JT
A 7 7Z" LrT L5ACHw6r 11m)4CAEc4
'All 130-nUT-1 Or- -WEN CA E49N/ Vb-50
PIPE Fink) Ll%.r,6 177 -bo
(Di 9 ' xr-x cP4 Aj (� -rgew LP E14P caloacTOR
P
7NCAr"SV. 16,50
E: F40k) J-11JS IZ'7-60
Now Ar XACHIIJ& -MEACHF-C>
5DTjm or "rgrNt; Flu*v. IZV,86
-4kCHhj(3 -TRENc� 0qj) C-VNX1S4C-r-0k
Z4
44- '770 09'3-7 OF -m 1VSjC*, ELAW. l7q.J5
R 25 PIPE. Fi-W LANAE IZ5. 45
4LV- 331(017 10
g 94- 1c) 4 .3.5 Pic- C- 0 P F-
7 -f.
10*0
P
1W 1?!5.95
Izz
J#zo
m
t3017Vj D;: -Tr-r, P IT .
J
51E CT
1� i 177
Z 0 Dk? 11 Z
0*0 MOW
Amaw SAW
]So, (min) above high ground water(mottling)
LEGEND
PROPERTY LINE
BUILDING SETBACX LINE
DEEP TEST PIT LOCATION
PERCOLATION TEST PIT LOC.
EXISTING CONTOUR
PVtOPOSED CONTOUR
PROPOSED SPOT GRADE' 4 -70
Septic Took
1
BOUNDARY INFORMATION TAKEN FROM SUBDIVISION.0
PLACE RAYMOND HILL ROAD MONTVILLE
k
a
swkve-c'y1"& co1vsu47AA17.S'
GLEN CRAG ESTATES GLEN CRAG
SCALL
CONNECTICUT, SCALE V, = 60 FEB 24, 1988.
ey
2.
THIS LOT WAS TOPOED TO TWO FOOT CONTOURS AND A BENCH MARK WAS SET
ON MAY
BY CONNECTICUT SURVEYING CONSULTANTS, JaHN R. STOCK, L - S
4, 1990-
3.
ALL r*- EVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM(APPROXIMATE)
(N.G.V.D.) 1929.
4.
DEEP TEST HOLES 31 & 32 WERE TAKEN FROM THE SUBDIVISION PLANS. DEEP
TITLE
TEST HOLES A, B, C, & D AND THE PERCOLATION TEST WERE OBSERVED AND
199,0-
1-07- 9 GL A✓C RA 6-
4':57^7" S
REt-ORDED BY THE UNCAS HEALTH DISTRICT (WENDY S. MIS) ON MAY 2,
5.
BASED ON THE DEEP TEST PIT DATA (HIGH SEASONAL GROUNDWATER) AN
ENGINEERED SEPTTC SYSTEM IS REQUIRED ON THIS LOT.
6.
TOPSOIL SHALL BE STRIPPED FROM THE SEPTIC SYSTEM AREA AND STOCKPILED
ON SITE FOR REUSE.
7.
AT THE TIME OF THE DESIGN OF THF SEPTIC SYSTEM ON THIS LOT, THERE
WERE NO EXISTING LEACHING SYSTEMS WITHIN 75# OF THE PROPOSED WELL
PROPOSED
LOCATION AND THERE WERE NO EXISTING WELLS WITHIN 75' Of THE
LEACHING SYSTEM LOCATION.
8.
FILL IN THE . SEPTIC SYSTEM AREA AND WITHIN 15, OF THE SEPTIC SYSTEM
AREA SHALL BE CLEAN SELECT GRANULAR SOIL SUITABLE FOR LEACHING
SYSTEM INSTALLATION.
9
DUE TO THE CLOSE PROXIMITY OF THE FOUNDATION TO BUILDING SETBACK
LINES AND THE SEASONAL HIGH GROUNDWATER CONDITION, THE FOUNDATION
AND SEPTIC SYSTEM SHALL BE STAKED OUT BOTH HORIZONTALLY AND
VERTICALLY RY A LISCENSED LAND SURVEYOR.
10.
THIS DESIGN WAS SELECTED TO MINIMIZE'' INITIAL SITE DEVELOPMENT
IS DOWN
COSTS. IT IS RECOGNIZED THAT THE PRIMARY LEACHING AREA.
GRADIENT FROM THE RESERVE LEACHING AREA. IN THE EVENT THAT
UTILIZATION OF THE RESERVE AREA IS REQUIRED AT A LATER DATE,
THF INSTALLATION OF A SEWERAGE EFFLUENT PUMP
WILL BE REQUIRED.
11.
PER THE DE R, A CURTAIN DRAIN WAS INSTALLED AS NOTED DURING
ROAD CONSTRUCTION.
12.
ALL NEW 4" PERFORATED PVC PIPE SHALL BE INSTALLED A MINIMUM OF
25' FROM THE SEPTIC SYS'T'EM.
13.
THE PROPOSED FOUNDATION OUTLET DRAIN WAS SELECTED TO "DAYLIGHT"
BETWEEN
AS SHOWN TO AVOID EXISTING UNDERGROUND UTILITIES LOCATED
THE CURB AND STREET LINE.
THE LOCATION OP THE ?6CP01ZA-'e,0 COrrA"kJ PPAI -tj i S -1"D 4"€ C, I AIU
SANITARY DESIGN CRITERIA
A. FOUR BEDROOM HOME WITH FULL BASEMENT. PER OWNER, THERE
WILL BE NO TUBS GREATER THAN 100 GALLONS IN SI
B. 1250 GALLON, TWO C014PARTMENT SEPTIC TANK REQUIRED
C. STABILIZED AND DESIGN PERCOLATION RATE: 10.1 to 20.0
MINUTES PER INCH
D. 900SF EFFECTIVE LEACHING AREA REQUIRED
S-Y$TEM
-- ----------- 4V NC r'-- S T, CTET) -MP PR-TMARY--
low
ALTERNATIVE Dr
G. 1006 RESERVE AREA REQUIRED
F: 6:FF'=-,:.-rNE LEALIAIwGr A-.fzr=A, PRONPOE-C)
Z- 7.7' -7
41Y SF
Z x 359"LP Y. = *.sic
totx 1 00 5F
NOTE 77HIS PLAN AAS OEEN Fe4151-T -TD 7-INCCPR POWE UNCAS AEAcr'HRiCT commvkrs WU 5191 go, -TEST F ITC, E rF SHAZJ.
I
,3L DuffsAND \47NIESS's V BY 7NE PEAi.78 DSTRICT PRIDR -rO
15GUMCE OF A PSQMr
mtxkrot,e Slope
L�J
Each Set of Trenches Ltv*l
[BUTION SYSTEM
PROPOSED ENGIN99RED SEPTIC SYSTEM 'DTON
LOT 9
GLEN CRAG RSTATRS
GLEN t1W PLACE
MONTVILLE* CO*N.
PREPAIM POR
RICHARD AND CkItOL Valtoull
MAY 1990 1", 30
I. I
swkve-c'y1"& co1vsu47AA17.S'
v5 67t'z:-/N0 0e, C;:1e0TON, C7-, C>6740 C:20.3) 44.5-'e;2-76
SCALL
ey
*At*
CK0.
TITLE
1-07- 9 GL A✓C RA 6-
4':57^7" S