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ALL SYSTEM COMPONENTS SHALL BE
NV I tSYSTEM 5
MARKED WITH MAGNETIC TAPE OR
SYSTEM DESIGN:
� NOT TO SCALE)
COMPARABLE MEANS FOR FUTURE LOCATION.
1: DATUM IS NAVD 88
PROVIDE MIN. 20 DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN
6 OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
CONCRETE COVERS TO WITHIN 3" GRADE
2. MUNICIPAL WATER IS PROPOSED
GARBAGE DISPOSER IS NOT ALLOWED
TOP FOUND. EL. 32.0
FILTER FABRIC OVER STONE
�::
30.5'
OVER 31
3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT.
PROPOSED 4 BEDROOM DWELLING
MINIMUM .75
of COVER
OVER PRECAST
REQUIRED SYSTEM .0'
2% si_oPE REQu
r,
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
DESIGN FLOW: 4 BEDROOMS CAD 110 GPD = 440 GPD
�
PRECAST H-10
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
BLOCKS OR
To BE AASHo H-22 (H-10 TANK)
USE A 440 GPD DESIGN FLOW
_,.
RISERS (TYP.)
20
:;-•:-:
•
4"OSCH40 PVC
I • MP PIPES LEVEL 1ST 2
f
ri
R
PRECAST RISE S
MORTAR ALL H-20
COMPONENTS
MID.) INV S EL. 27.0
5. PIPE JOINTS TO BE MADE WATERTIGHT.
�_
•:
12" MI NT. DIM.
ENDS
SIDES
8.0'
6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE WITH
SEPTIC TANK: 440 GPD (2) _` 880
...
28.6
'
27.83
, 0" 14"
TEE 1500 GAL H-10
'
®®®®
0 0 0
;00000.00
310 CMR 15.000 TITLE 5.
( )
MF®® ®®®®
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USE A 1500 GAL: SEPTIC TANK
-
;..
..
.TEE
.. SEPTIC TANK
:.. 4' LIQ. LEVEL GAS BAFFLE
:.
;;
:. •.'
27.58MIE
o0o�o�000�o� WATERTEST D BOX o
o 0 0 0 0 0
�_o�o�o 0 0_�
°°°°°°°°
>o°°°°°°°°o°
0 0 0 0
o 0 0 0
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
ACME OR EQUAL
..,
._
FOR LEVELNESS nj
)o°o°0000
°°°°°°°°
®®®®®®®®®®®®®®®®®®®®®
;000000go
LEACHING:
".:
27.32'
27.15,
0000g000
.
:0p0o0o0o
25.0'
PURPOSE.
• _
SIDES. 2(33.5 + 12.83) 2 (.74) = 137 GPD
,:::
;-
o :, ...r.:.,...; ...:• , • . •:<: - ..::... ::., .:
•OQOo0oO�0o0o0o0o0oO�0oO�ObO�0o0o0000000000000
H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
o?o°,o°,000000,,o�o�oQ00000ao�o�o�o�o„o�o�00000.
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN
BOTTOM 33.5 X 12.83 (.74) = 318 GPD (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND
4 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X;12.83, _
`�
TOTAL: 6 15 S.F. 455 GPD COMPACTION. (15.221 [2]) o o PERMISSION OBTAINED FROM BOARD OF .HEALTH.
THE INSTALLER SHALL VERIFY ui
* THE 90. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
.
GAL: LEACHING CHAMBERS ACME OR EQUAL DIcsAFE (811) AN
D VERIFYING THE LOCATION OF ALL
LOCATIONS OF ALL UTILITIES AND ALL USE (3) 500 ( )
_ UNDERGROUND &OVERHEAD UTILITIES. PRIOR TO
20.0 BOTTOM TH 1
BUILDING SEWER OUTLETS AND WITH 4 STONE ALL AROUND LOCUSMAP
ELEVATIONS PRIOR TO INSTALLING ANY
N 0 GROUNDWATER FOUND COMMENCEMENT OF WORK.
2.5 »_ '
2 PE 1 - 000 t
PORTION OF SEPTIC SYSTEM
( SLOPE) ( % SLOPE) ( 9� SLOPE) LE MATERIAL ENCOUNTERED SHALL BE SCALE 1 2
11. ANY UNSUITABLE 14'f POND ELEVATION f
REMOVED BENEATH AND 5 AROUND THE PROPOSED
30' 13' a LEACHING LEACHING FACILITY. ASSESSORS MAP 47 PARCEL 84
FOUNDATION SEPTIC TANK D BOX 15 FACILITY
12. GUTTERS AND DOWNSP
OUTS TO BE DIRECTED TO
MA
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
:APPROVED DATE
BOARD OF HEALTH 13. WETLAND FLAG
GED BY BRAD HALL OF SLH
1(0 ENVIRONMENTAL CONSULTIN
G 4-15-2024.
AUTOMATIC COVER OR FENCE WITH
14. POOL SHALL HAVE ZONINGv
SELF -CLOSING SELF -LATCHING GATES, SIZE AND
SUMMARY
TEST
Hu'"LE L S
1
MAP 47 PARCEL 81
MATERIALS TO MEET LOCAL AND STATE BUILDING CODE,
POOL s DISTRICT. R-25 DISTRICT
.NOSES JOACHIM a �
ALL DWELLING DOORS OPENING TO PO HALL BE ZONING
• SWEETSER ENGINEERING
. =c
ALARMED TO CODE.
ENGINEER
:
DOC 1344967 p
J / MIN. LOT SIZE 25,000 S.F.
o IN. LOT FRONTAGE 150
AMY VON HONE, RS . o M
WITNESS � ,
' _ MIN. FRONT SETBACK 30
4 4 20 8 � ,
ARK. ,
DATE. BENCHMARK: 5
FARCE 0
.MAP 47 SIDE SETBACK 15
NAIL TO BE SET
`L 1
\
MIN. D
_ < 2 MIN/INCH ROBERT PELLETIE
PERC. RATE = 5 � � 1
31.0 NAVD88 MIN. REAR SETBACK 20
9 2 DOC 1220713
o MAX. BUILDING COVERAGE 25%
.CLASS SOILS MAX. BUILDING HEIGHT. 35
ELEV. ER
ELEV. SITE IS LOCATED WITHIN THE AQUIFER
1
z o
0
301 ®„ 31f \
4 / � PROTECTION OVERLAY DISTRICT
o.
O A 0 A 28
LS
N2 27 2 W
LS
12.90
10YR 4 1
10YR 4 1
)f
12 699
k .
B B 40,917S.F. U LAND
s
LS LS 3 D
x .
• DRY ,
8
s s
10YR 6 4
10YR 6 4
/ � d WELL j / 1 \
27.3 9
32 32 28.3
•
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PERC �V 1_
FS � O � o 9
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POOL
2.5Y 7/ 4 2.5Y 7/4 I�K H 1 , 4 FENCE
Q Gj - �Q v O 7 -&9
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120" 120" 1 �' c� T ; J
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NO GROUNDWATER ENCOUNTERED MAP 47 PARCEL 83 CC�1.
EX I STI o<v ® 2 0 • �,,
ELIZEU AGUTAR DECK
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CERT 222009
Y Q" `� : � 2
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6
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ABUTTER /
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3 ADRIV 0
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30
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GpAVED_�E W N o rWr IN ST DST
EXISTIN E '� [30] _
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TO = 29. LIMIT LINE
o W 125.00 :._ .... a 30 [29 2
O TITLE 5 SITE PLAN
dY 1 0 79 ABUTTER F •.• � :::::�::::::�:��� PROPOSED /j
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DRIVE 00 ••° OF
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MAP 47 P RCEL 85
28
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R� P' EDW D KORBEL + /
IRAD C 15 9 X.. X 4 Z •®.AA
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0
PREPARED FOR
2
F•. o
p CHRIST(Z""PHER mm'mAY
DATE: AUGUST 12, 2024
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DATE DANIEL A. OJALA, P.E., P.L. .
YARMOUTHPO T R M 02675 DRAFTED BY. CJF
CHECKED BY:
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