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DET^IL_S
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13
-8131 Hl4utfY� J 714 MAIN ST. YARMOUTHPORT, MA. (617)362 I;av
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o s�, civl� o /
y y 29 MAIN ST. ORLEANS, MA.^ -(617)240-0938 \ PG/STE��p� „rt,'
CONSULTING & DESIGN ENGINEERS 9 CIVIL & STRUCTURAL
REGISTERED PROFESSIONAL LAND SURVEYORS' —
REG.LANO SURVEYOR REG. ENGINEER SCALE: AS
33- 95
Z -7i 85 --
' FGOW
�rn�n/mum %" per foot '
pipe ro ee
Z"...1
L)IS77 BOX
6"sUMP
z• layer of
- 3�B'�eaB tone
i •.
3/4 = / 1'2"
:va5hed u �•� •'
•',
stone;.
L EACH. P/T
TEST HOLE �-OGi
DATE: AUG. 211- SEPT 2D 1989
PR!`FORMED 13Y; LOhI tiI LLcRItIG.
W rrNEss: 21-1A.500 YAR, B,GF 1-1.
EXCAYATOR; OLOHGNI-IN INC.
f'E RG. RA-rr' � Z
40,3 THS I o" -311.5 i H 2 O„
363 SUBSOIL. Z4" 37. SUB5011- 24"
r1EDiuM heD1uN
SAND SAND
34. 2" 72',
FINE
FINE
SAND
28.3 1411°
..05 L- 1 192"
440 WATER �NGOLAKI '�t�t r'>
51TE SEWAGE PLAN
FOR' La'T Z. GONN15-HARA WAY
WESARHOOTH MR.
P129PARED FOR,
TO 1-1 N W R I GH T
DATE: SEP -r. ZOO 198
DESIGN DATA
y 13F-PROOM HOUSE
( NO DISFOS6FR
FLdW PZA't1< 490 GP.D,
SEPTIC TANK; 1140x1,5=660 (5,F17 -
L'456; 1,6CO GAL,TAIQK
LEACHING AREA-
SLDEWALL; Z63,9XZ.5= 659,75
50- -rO" 1 i /63.1)4 /.O = 153,11
- ro-rA L = 813.65
USE; CI:�6x6 LEACH PIT
WITH 4' OF ST0'NE,
GENERAL NOTES
1. ALL, PIPE TO BE 4" DIA. SCH 40 PVC.
2. ALL STONE MUST BE WASHED AND FREE
FROM IRON, FINES AND DUST IN PLACE.
3. PIPE TO BE LAID LEVEL FROM 2' OUT
OF DISTRUBUTION BOX.
4. EXISTING CESSPOOL TO BE PUMPED AND
BACKFILLED.
5. SUBSURFACE SEWAGE DISPOSAL SYSTEM
IS NOT DESIGNED FOR GARBAGE DISPOSAL.
6. CONTRACTOR TO BE RESPONSIBLE FOR THE
LOCATIONS OF�ALL UTILITIES, UNDERGROUND
AND ABOVE, PRIOR TO EXCAVATION OR
CONTRUCTION.
DATT:
APP I�OV 1`D;
REFr-RENCE5
DEED 8coK 2995
PAr—E 236
^55ES. HAP 33
Pa R. B•-?
PLAN 600K 237
PAGE 29
FLOOD ZONE:,
'G
E30AR,P OF H EALTi�
`!ARMo"ITH MA 55
REV. NO.I DATE I REVISION
DESCRIPTION