Engineer Plana I i
IN9 01611 a
pop 11 al , imm,
TEST HU'-"Lrc-_ LOG
5 E D R C-) k--/M
aEDROOM
B.M. T.O. F- 10)3.4
(Assuined-1
98.5
)F ' A ' .94
)E B
.78
-7 9Z
,.37 14 TEE 97.1 2-
WITH GAS
H 97.12
B % A rr- rr- If - EII
92.56
IST FLOOR
NOT TO SCALE
BATH 1 KIT CHEN
PfPF 'A'
LIVIN(S
FULL CELLAR BASEMI
OPEN AERA WITH LAUD�
Benchm(
Right cor
El.=100.5,
LOG U.Q
MORGAN RE
I #
rr,
r-
> BOWSPRIT F
-T1
i �!
SPRINGER L
1500 GALLON 1-1-10
SEPTIC ' TANK
DEN j SARASE
COVERS TO WITHIN b-"
OF FINISHED GRADE
F.C.
99,2
PIPE TO BE LEVEL
11 FOR 2' OUT OF D-BOX
1.7'
!1-,98.12
H-'20
D-BOX
NEW D-BOX 5-HOLE H-20
u
f--" I
C-1 OMPAI m-, IT STONE
`�
OR COMPACTED BASE
MINIMUM 21" PEIAA STONIE OR
I 111 GEOTIE XTLE -- FAB RIC
TCNP, /---,D 97.5
ILI
4 I-j- 0
6.4
F
BOTTOM @ 94.4
(2) 500 GAL DRYWELL H-10
11.xa fAlf
IIIIII-1H 7,-+ -4 4,/2" OF DO"BIE 'A"SHED STONE
.2 1 1/ - U L �Ivj;� r- u 7.7
1
4 ON ENDS AND 3.855 ON SIDES
12Y X -95-$
BOT T 0 M OF
#1 TEST HOI F
WATER
ENCOUNTERED
DATE: 11/10/22
'EST BY. MICHAEL OLOURGHLIN
WITNESS: jAY GARDIAN
FERC RATE, < 2 rv4iN./P4(--H
TEST HOLE # 'I TEST HOLE # 2
99.2 EL 99.2 EL
Al
0
1-98.861 E
Ap LOAMY SAND
12"
10Y 5/2
98-2 EL
'Bw LOAMYSAND
10Y 5/8
96.54 EL
MEDIUM SAND
2.5Y 6/6
86.7 EL
NO WATER
ENCOUNTERED
Ap LOAMY SAND
12"
10Y 5/2
98.2 EL
Bw LOAMY SAND
30"
IGY 5/8
96.7 EL
C1 MEDIUM SAND
2.5Y 4/6
126"
186.7 EL
BOTTOM OF PERC. 42"
PRESOAK 4:05 MINS.
< 2 MiNS./iINCH
NO WATER
ENCOUNTERED
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE, FOR THE LOCATION OF ALL UTILITIES, OVERHEAD &
UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V.
3. THIS PLAN IS NOT To BE USED FOR PROPERTY LINE DETERMINATION.
4. IF AN OVERDIG IS REQUIRED, DESIdNER TO' INSPECT.& CERTIFY THE OVER -DIG BEFC)RF
SACKFI-11.
5. DESIGNER To POMr-ILFTE f7l- „AI T1 ON FOR CERTIFICATION BEFORE B A KFILL.
I -Tl A rl ToTt4Q F1101-IR 3',10-T! 1- Fo - ANY RE'"IR" !U CE F R !�, _, H� - -- RJfN-
7. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL.
8. HE
T F TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING
THE
TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
9- IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG -
CONTACT DESIGNER AND THE HEALTH DEPT.
10, IF AN OVFRDIG IS REQUIRED, OR IF UNSUITABLE SOIL FOUND, CLEAN GRANULAR SAND
MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND
UNDER � S.A.S.1. ALL CONNE-11-11"101IN"S AT SEP�Nr-- ",,.ANK AND -BOX SHALL BE MORTARED
IN PLACE. IF USiNG 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED
'IN PLACE.
DESIGN DATA
NO GARBACF DISPOSAL
DA!LY FLOW: EXISTING (12) BEDROOMS
(3) BLE-DRO-0-NI DESIGN X 110 GPD = 33n pD
SEPqW,--TANK: 330 GPD X 2 = 660 GPD
USE:EXISTING 1,500 GALLON! H-10 SEPTIC TANK
DISTRIBUTION BOX:
USE: DEB-5 H-20
SOIL ABSORPTION SYSTEM:
USE: nf) GALS. DRYINEILS WITH STONE.
'EACHING AREA REQUIRED: 330 GPD .-7' = '1+ 45.95 SQ L + P R 0 P 0 SrE D B Ou T T 0 M: 1 /2` X -2 5'= 300 S
S111"FWA
PROPOSED j- ALL: 2' X 7/4'= 1-48 SQ.FT.
TOTAL SQ.FT. 448 SQ.FT.
1' -410 T E S
1. PUMP OUT AND REMOVE (1) EXISTING CESSPOOL FILL IN 2ND CESSPOOL.
2. INSTALL (121) 18" RISERS MORT/ A DFD IN PLACE ON LEACHING UNITS-
.3. INSTALL (2) TWO WAY 4" CLEAN OUTS TO GRADE WITH A r-
9" PIA I Lm- I -
A
APPROVED
wf
/HEALTFi-AdENT APPROVAL
-/- -1 --)--3 -
DATE