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Yarmouth Health Department
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No. 35797
.O( STSW
A
5% . 2-L-
APR U 12022
HEALTH DEPT.
�)1-
�v, �
FOR
LOT 2 WE5T GREAT WESTERN RD., YARMOUTH, MA
FREFARED FOR
1" = 40' 02-23-2022 TMW
, SP- I
WELLER * A550A 1 L5
CI
P.O. BOX 417 CENTERVILLE, MA
TEL: (508) 328-4692
EMAIL: trl5weller@gmall.com
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30
/ 28
1125
LOT 2'�
' 30
/
40015 5. F, -- i
W _ - 32 LOT I
Q
I 00
/ TH#I W
o � 6p.9' 1 , 34
� P�OPD NG
3yO
n SO
32,
15
/+
Gb
38— — ----------- --- - 3G
TBM = EL. 38.51Pj
TOP OF CONC. BND. G ` Go
/
3G—,,`V----- �
s
Traverse PO
Yarmouth Health Department
J3"
Date
N_N
J
w
W Q °O"es vnuc PP.
o
N F'
Q 3 uac"z 5 Coo
LJ 9
J In�
N AM MID GAPE HIGHWAY - ROUTE G
O W WHITE'S PATH
N
Q
>TEVEN:-W. m
RUMBA
No. 35797
.O( STSW
A
5% . 2-L-
APR U 12022
HEALTH DEPT.
�)1-
�v, �
FOR
LOT 2 WE5T GREAT WESTERN RD., YARMOUTH, MA
FREFARED FOR
1" = 40' 02-23-2022 TMW
, SP- I
WELLER * A550A 1 L5
CI
P.O. BOX 417 CENTERVILLE, MA
TEL: (508) 328-4692
EMAIL: trl5weller@gmall.com
INSTALL R15ER5 4 COVERS TO
WITHIN 6" Of FIN15H .GRADE
(5EE PLAN VIEW FOR LOCATIONS)
T.O.F. @ —
EL. 3(
28.
1500 GALLON I
SEPTIC T
DEEP OBSERVATION H,
DATE: 0I-2(;-2022
TE5T'BY: D. FLAHERtt, RS d CSE
WITHE55: P. RENAUD, HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
PIPES TO BE LAID LEVEL
2' OUT OF DISTRIBUTION
e s'
2" LAYER OF DOUBLE WA5NED PEA5TONE OVER
3/4 I VV DOUBLE WASHED STONE ALL AROUND
- —EL. 29.0
TOP @ EL. 26.7
(2) 500 GALLON PRECA5T DRYWELLS
BOTTOM @ EL. 24.0
:a:uu I � 26.00
'TANK aDI5T.00x� 501LABSORPTION 5Y5TEM
)F CRUSHED STONE
DB -6
(H-20)
SEPTIC SYSTEM PROFILE
LOGS
DEPTH
FROM
501L
SOIL
.SOIL C )WR
I
OIL
SURFACE
HOM20N
TEXTURE
(MUNSELU
M
INC
OTryER
O° - &
A
"LOAMY SAND
I YR-3/7
PERC BOTTOM @
8" - 29"
B
LOAMY $AND
1 OYR1/6
50" 24 GAL. IN
29" - 1,
C
FINE MEDIUM SAND
2.SY6/5
9 MINUTE5
DEPTH
FROM
501L
501L
501L COLOR
OIL
5URFAOE
HORIZON
TEXTURE
(MUNSELU
M
LING
OTHER
9"
A
LOAMY SAND
I DYR3/2
9--3,°
B
LOAMY 5AND
LOYR7/G
34°- 120
C
PINE MEDIUM SAND
2.5%15
FROM
SOIL
501E
.SOIL COLOR
OIL
SDEDEPTH
PTH
HORIZON
TEKTURE
IML GS0,
M
LING
OTHER
(1FFG /1RSFR\/lTIf1AI Mlle F Mn.
DEPTH
FROM
SOIL
SOIL
SOIL DOLOR
IL
5URFACE
ry0R120N
TENURE
(MUNSELU
M
'LING
OTHER
T.ve,.. PC
.5'
OF TEST HOLES @ EL. 18.5
DESIGN CALCULATIONS
DAILY FLOW: (3) BDRM5. x I 10 GPD = 330 GPD
SEPTIC TANK: 330 GPD x 200% = GGO GPD
U5E: 1500 GALLON PRECAST SEPTIC TANK
SAS: (2) 500 GALLON PRECAST DRYWELLS
LINED w}4' OF DOUBLE WASHED STONE ALL AROUND
BOTTOM:13'x 25'x 0.74 = 240.5 GPD
SIDE: 7G x 2 x 0.74 = 1 12.5 GPD
TOTAL:!, 353.0 GPD
GENERAL NOTES
I . SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE
WITH 310 CMR 15.00: TITLE V
2.. THIS SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF
A GARBAGE DISPOSAL.
3. THI5 PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION!
4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
DESIGN ENGINEER FOR ANY REQUIRED INSPECTIONS
5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ANY UTILITY, "ABOVE OR UNDERGROUND, PRIOR TO
ANY EXCAVATION
OR CONSTRUCTION
All 112022
HEALTH DEPT.
r€,s a
SEPTIC DESIGN BY MEYER * SONS, INC.
✓i 1 L — _JLVV./'1VL. I L!'MINJ
FOR
LOT 2 WEST GREAT WESTERN RD., YARMOUTH, MA
PREPARED FOR
1_ ___ 03-28-2022 �' TMW 11
5P-2
WELLER � A550CIATE5
P.O. BOX 417 CENTERVILLE, MA
TEL: (508) 328-4692
EMAIL: tr15WCller@6jmail.com