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DWELLING-1SYSTEM
Fi
TOP FNDN. AT EL. 26.6' SYSTEM PROFILE -
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST r WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
24.85'
/ PROPOSEDI_5QQ_
GALLON SEPTIC
TANK (H- 10 )
( 2 % SLOPE)
DEPTH OF FLOW = 4
TEE SIZES'
INLET DEPTH = 10
OUTLET DEPTH 14
FOUNDATION- 10'
RUN PIPE LEVEL
�FpR,FIRST 2'
I.40'S�24.13'
FLE 24.30' o0
6- CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 123)
MIN
( 7. SLOPE) (-L/. SLOPE),
- SEPTIC TANK 10' D' BOX
%t5
EXISTING LEACH PITS (RE -USE)
INVERTS ;= 23.6'± AND 23.9'± (SE= NOTE
11.)
20' -
`�.7 �. BENCHMARK: USE. TOP FNDN
I9p02 AT ELEV. 26.6'
0..-. .. 11_ it
I +3U.4�
•%F 31.0 i,
`\ I
PROP. 1500 GAL. I
SEPTIC TANK
(PUMP AND
h� REMOVE EXISTING
SEPTIC TANK)
i /PROP. O'BOX
+/%
/�
q � � EXIST. l
(RETAIN)) j LP
CONC.-RET ALL
PROP. MASTER BEDROOM
k EXPANSION
?7
EXIST. LP 1 X\
(RETAIN) k
4.9
26.6 7
h
EXIST. DWELL. 6 /
k
26.3 /
26.4
26.4
LEA=NING
FAC I-ITY
29.75'
GARAGE
PROPOSEDI 500
GALLON SEPTIC
TANK (H- 10 )
DWELLING:
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: _3_ BEDROOMS ( 110 GPD) = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD ( 2 ) = 660
USE A 1500 GALLON SEPTIC TANK
GARAGE
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
CRUSHED STONE OR MECHANICAL
IPACTION. (15.221 (23)
)
/ y ,+295--
w DESIGN .FLOW: 2 3EDROOMS ( 11C GPD) = 22.0 GPD
GARDEN zc / USE A 220 GPD DES GN FLOW
=V .z7.PAn0 y + 26.3 + 2ca i - -
+ ba.3 31.E '1 �� 28.5 a SPD ( 2
__PTIC TANK: 2'2'J ) _ 0
USE A 1500 GALLON SEPTIC TANK
y } /
' .6 + 283.,,
= y�
EXISTING
LEACHING:
6 (2.5) * - 376
.IT SIDES:
W �APPROX. WATERLINE �1 BOTTOM: - 42'11 (.0) = 50
33I // .I ` I / LOCATION (UNMARKED)
+ 297 / 426 GPD
Q'. /
13 41 'IT SIDES: 12 6_1 2.5) = 565
TENNIS COURT / 5� 305 c C57
2
30:aL9 /3- 1' _ #2 BOTTOM
OF `A / F _3is�9l
w Eos€ 6 3'3'2 13 �7 678 GPD
/ " PROP. 'I44 31.7
/PROP. 1500\GAL. ADDITION EXIST PROP. + 31
3n \ / 3s * 30.7 TOTAL: 1104 GPD
SEPTIC TANK O' wn1ER ME
GARAGE J .3 3)
\
+ 39.3 ?7• ' \ '..
L + NOTE: NO WATER FOUND TO ELEVATION 11.2' PER TROY WILLIAMS, DE. SEPTIC INSPECTOR
-W -� WATER `SHUT-OFF�3? p o
I -
+ 333 / ON 8/17/0:. (THIS ELEVATION IS 7' BELOW THE BASE OF THE LEACH PIT,)
" .-
/ LOT AREAI T STONE /
' 58,864± SQ. _I'T. --- �.._ DRIVE
_'
1 y+ "j +397 --. 35 395\,. 335
+ 33.1 I, + s15 j \-\ 3 q j -� \ 34,5 BOARD OF HEALTH
39.2 3a 8
36 ...._.k.. ,� 352-_,
n / APPROVED DATE
187 ' + 35.1
/37.5
• ��' / 7 '�
o- I f �%.0 '-�., ... ./ __._...._..36 ._ Off 51)8-36P-4914137
L=31.42' 3c7 C. BASIN fn= sos 36 -vsau
BENCH MARK - CTR OF DOUBLE
'6/ /� S E! . = 34.3' (ASSMD) 00Wn cape engineering, inc.
R=20.00' 37
j 3p /
ti
/ wv CIVIL_ ENGINEERS
N�;: LAND SURVEYORS
939 main St, yarmouth, me 026%5
MA
LOCATION MAP NTS
ASSESSORS MAP 123 PARCEL 82
ZONING DISTRICT: R40
YARD SETBACKS:
FRONT 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 322/59
FLOOD ZONE C
NOTES:
I. DATUM IS APPROX. FROM QUAD
2. MUNICIPAL WATER IS_EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT,
r• _ .fir
R ALL-RLCAST UNITS' TL !iE AASH❑ H-110
5. PIPEJOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WIT OUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10, CONTRACTOR TO NOTIFY DIG -SAFE AND WATER DEPT.
11. CONTRACTOR TO CONFIRM INVERT ELEVATIONS
TO LEACH PITS PRIOR TO INSTALLATION OF ANY PORTION
OF SYSTEMFt:
* ASSUMED MIN. 1' STONE AROUND PIT
1
7 YgR�gDuri, pVrD
0&'wD
TITLE 5 SETT P N k4,* �
OF 59 SOUIRREL RUN
IN THE TOWN OF:
YARMOUTH PORT
PREPARED FOR: D. KUSHNER
20 0 20 40 60
CALE• 1"; '..,v
30' DATE: SEPT. 7, 2001
.✓/ n� \mow -
-9 r f1_61
S. DATE