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\ 97.3 \ \
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98.7
9/9.3
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'INSPECT.
PO/RT/
102.3
= �/CISCir;Fi 4 INSTALL RISERS COVERS TO
WITHIN 6" OF FINI1 SH GRADE
,.� .ne✓t! (SEE PLAN VIEW FOR LOCATIONS)
T.O.
EL. I
)POSED RE -LOCATION
EXISTING DWELLING 05MT.
3T. F.F. @ EL. 99.5 EL. 9
)P. T.O.F. @ EL. 102.0
)P. F.F. @ EL. 103.0±
)P. B5MT. SLAB @ EL. 94.5
PIPES TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION 130:
WATER TE5T D -BOX FOR
LEVELNESS 4 FLOW
EQUALIZATION i
EL. 100.0
A. � 4^ Scn
PVC
98.75 ID 14" ^/
98'50 INSTALL GA BAFFLE `98.3D �98.
@ IN OUTLET TEE 98 50
N5TALI, SEPTIC TANK R D15T. BOX
ON 6" LAYER OF CRU5HED STONE
'II 45?kLL,i--
l
6" INSPECTION PORTOPT
- -SEE PLAN VIEW FOR LOCATIONS
EL. 100.0 �: 100.0 _
TOP @. EL. 98.3
LEACH FIELD - 17' x 28'
(42 INFILTRATOR QUICK4 PLU5 LOW PROFILE CHAMBERS) BOTTOM @ EL. 97.6
97.88
SOIL ABSORPTION 9Y5TEM
1500 GALLON PRECAST DB -G
SEPTIC TANK (H-20)
SEPTIC SYSTEM PROFILE
CDE5IGN CALCULATIONS
DAILY FLOW: (3) BDRM5. x 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD x 200% = 660 GPD
USE: 1500 GALLON PRECAST SEPTIC TANK
SAS: 17' x 28' LEACH FIELD (42 INFILTRATOR
QUICK4 PLU5 LOW PROFILE CHAMBERS
BOTTOM: 17'x 28'x 0.74 = 352.2 GPD
TOTAL: 352.2 GPD
SOIL LOG
DATE: JANUARY 30, 2020
501L EVALUATOR: D. MEYER, R5 * CES # I G 14
-1 0 WITNESS: M. LANGLER, YARMOUTH HEALTH DEPT.
i ^ EL. 101 .5 r ------------------ -f 0"
PORTv i
VEN 3
\ 100.0
a
I
98.3
-
97.6 � �
ti
97.9' \
9�•Os" �
T, Ivei5e PC I
II HEALTH DEPT.
o 15 ro LOAMY SAND
EL. 100.3 B I OYR4/ I 14"
v tEL`� G,� ``g LOAMY SAND
o ls' GtweA ' I OYR5/8
2 ` N lot- ``R
I00 X04 �o Eco EL. 98.6 C 35'
MEDIUM SAND
2.5YG/4
EL. 91.5` '120"
PERC RATE <2 MINAN (C HORIZON)
TBM = EL. 100.0 GROUNDWATER OBSERVED: 1 14" (EL. 92.0)
99.I WELL: MIW-29 ZONE: B
i TOP OF STONE BOUND LEVEL: 6.3 ADJ: 0.6'
98 ADJUSTED GROUNDWATER EL. 92.6
Yamooft Heaiffi Department
w
2.i�2 I . SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE
WITH 310 CMR 15.00: TITLE V
Date 2. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF
A GARBAGE DISPOSAL.
3. THIS PLAN 15 NOT TO BE USED FOR PROPERTY LINE
DETERMINATION
�,N OF MASS 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
goyc DE51GN ENGINEER FOR ANY REQUIRED INSPECTIONS
a 5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
RUMMBBA
g°
STEVEN W. Nm� OF ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO
g ut
N0. 3574.1 ANY EXCAVATION OR CONSTRUCTION
-1 _ l„ 2-v
SITE - 5EWAGE PLAN
-_96
8 PIERCE 5T., WE5T YARMOUTH, MA
PREPARED FOR
1
94
\
CE55POOL
xA miwex
TO BE PUMPED
r.
� 5P- F
4 FILLED?
P.O. BOX 4 17 CENTERVILLE, MA
--94
EMAIL: trl5weller@gmad.com
94.2
-98
--.
I Oo.O
® 100
PIPES TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION 130:
WATER TE5T D -BOX FOR
LEVELNESS 4 FLOW
EQUALIZATION i
EL. 100.0
A. � 4^ Scn
PVC
98.75 ID 14" ^/
98'50 INSTALL GA BAFFLE `98.3D �98.
@ IN OUTLET TEE 98 50
N5TALI, SEPTIC TANK R D15T. BOX
ON 6" LAYER OF CRU5HED STONE
'II 45?kLL,i--
l
6" INSPECTION PORTOPT
- -SEE PLAN VIEW FOR LOCATIONS
EL. 100.0 �: 100.0 _
TOP @. EL. 98.3
LEACH FIELD - 17' x 28'
(42 INFILTRATOR QUICK4 PLU5 LOW PROFILE CHAMBERS) BOTTOM @ EL. 97.6
97.88
SOIL ABSORPTION 9Y5TEM
1500 GALLON PRECAST DB -G
SEPTIC TANK (H-20)
SEPTIC SYSTEM PROFILE
CDE5IGN CALCULATIONS
DAILY FLOW: (3) BDRM5. x 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD x 200% = 660 GPD
USE: 1500 GALLON PRECAST SEPTIC TANK
SAS: 17' x 28' LEACH FIELD (42 INFILTRATOR
QUICK4 PLU5 LOW PROFILE CHAMBERS
BOTTOM: 17'x 28'x 0.74 = 352.2 GPD
TOTAL: 352.2 GPD
SOIL LOG
DATE: JANUARY 30, 2020
501L EVALUATOR: D. MEYER, R5 * CES # I G 14
-1 0 WITNESS: M. LANGLER, YARMOUTH HEALTH DEPT.
i ^ EL. 101 .5 r ------------------ -f 0"
PORTv i
VEN 3
\ 100.0
a
I
98.3
-
97.6 � �
ti
97.9' \
9�•Os" �
T, Ivei5e PC I
II HEALTH DEPT.
o 15 ro LOAMY SAND
EL. 100.3 B I OYR4/ I 14"
v tEL`� G,� ``g LOAMY SAND
o ls' GtweA ' I OYR5/8
2 ` N lot- ``R
I00 X04 �o Eco EL. 98.6 C 35'
MEDIUM SAND
2.5YG/4
EL. 91.5` '120"
PERC RATE <2 MINAN (C HORIZON)
TBM = EL. 100.0 GROUNDWATER OBSERVED: 1 14" (EL. 92.0)
99.I WELL: MIW-29 ZONE: B
i TOP OF STONE BOUND LEVEL: 6.3 ADJ: 0.6'
98 ADJUSTED GROUNDWATER EL. 92.6
Yamooft Heaiffi Department
w
2.i�2 I . SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE
WITH 310 CMR 15.00: TITLE V
Date 2. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF
A GARBAGE DISPOSAL.
3. THIS PLAN 15 NOT TO BE USED FOR PROPERTY LINE
DETERMINATION
�,N OF MASS 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
goyc DE51GN ENGINEER FOR ANY REQUIRED INSPECTIONS
a 5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
RUMMBBA
g°
STEVEN W. Nm� OF ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO
g ut
N0. 3574.1 ANY EXCAVATION OR CONSTRUCTION
-1 _ l„ 2-v
SITE - 5EWAGE PLAN
FOR
8 PIERCE 5T., WE5T YARMOUTH, MA
PREPARED FOR
E.J. CIAMPA HOME5 LLC
xA 1" = 30'
07-08-2020
" TMW
xA miwex
ren
07-29-2020
r.
� 5P- F
WELLER * A550CIATE5
P.O. BOX 4 17 CENTERVILLE, MA
TEL: (508) 328-4692
EMAIL: trl5weller@gmad.com
REGISTERED LAND 5URVEYOR5 4 ENVIRONMENTAL CONSULTANTS