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SIR
STE. EN
° RUMBA
u No.35791
AEGIS E �5v�
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APR J I ZOZZ
HEALTH D E PT.
BUILDING LOCATION PLAN
FOR
LOT 3 WEST GREAT WESTERN RD., YARMOUTH, MA
PREPARED FOR
STARDUCK CONSTRUCTION
1 " = 40'
' 03-07-2022
TMW
e....
SP- I
WELLER � ASSOCIATES
P.O. BOX 417 CENTERVILLE, MA
TEL: (508) 328-4G92
EMAIL: tn5wcI1er@6jmad.com
REGI5TERED LAND 5URVEYOR5 �- ENVIRONMENTAL CONSULTANTS
INSTALL RISERS tF COVERS TO PIPES TO BE LAID LEVEL FOR
WITHIN G" OF FINISH GRADE 2' OUT OF D15TRIBUTION BOX
(SEE PLAN VIEW FOR LOCATIONS) 2" LAYER Of DOUBLE WASHED PEA5TONE OVER
3/4" - I V2" DOUBLE WASHED STONE ALL AROUND
T.O.F. @ EL. 30.0 EL. 29.0 _EL. 29.0
EL. 3 1 .0 4" 5CH TOP @ EL. 2G.7
40 PVC P
27.00 I O 1411 � (2) 500 GALLON PRECAST DRYWELLS
2G.75� IN5TALLGA5BAFFLE 126.40....
2G.23 BOTTOM @ EL. 24.0
IN OUTLET TEE 2G.50 2G.00
501L ABSORPTION SYSTEM
INSTALL SEPTIC TANK � D15T. BOX G.5'
ON G" LAYER OF CRU5HED STONE
1 500 GALLON PRECA5T DB-G
SEPTIC TANK (h-20) BOTTOM OF TEST HOLES @ EL. 17.5
SEPTIC SYSTEM PROFILE
DEEP OB5ERVATION HOLE LOG5
DATE: 01-2G-2022
TE5T BY: D. FLAHERTY, R5 4 C5E
WITNESS: P. RENAUD, HEALTH AGENT
PERC RATE: < 2 Iv K / INCH
1 IV IV
fl
DEPTH
BOIL
501L
501L COLOR
501E
OTHER
FROM
HORIZON
TEUUR.P
(IvIU1,15ELL)
MOTTLING
5URFACE
0" - G"
A
LOAMY 5AND
I OYK3/2
PEP.0 BOTTOM @
G" - 30"
B
LOAMY SAND
I OYR5/6
48" - 24 GAL. IN
30" - 1 32"
C
FINE MEDIUM SAND
2.5YG/5
9 MINUTES
C UC7 -r
IUI n
L: 9fc
DEPTH
501L
501L
501L COLOR
SOIL
OTHER
FROM
HORIZON
TEXTURE
(MUN5ELL)
MOTTLING
5URFACE
0" - G-'A
LOAMY SAND
I OYR3/2
G" - 28"
B
LOAMY SAND
I OYR5/G
28" - 12G"
C
FINE MEDIUM SAND
2.5YG/5
DEPTH
501L
SOIL
501L COLOR
SOIL
OTHER.
FROM
HOP.IZON
TEXTURE
(MUN5ELL)
MOTTLING
SURFACE
-F
DEPTH
501L
501L
501L COLOR.
501E
OTHER
FROM
HORIZON
TEXTURE
(MUN5ELL)
MOTTLING
5URFACE
NO GROUNDWAItKCNGUUNICKEU IN ANT nvL.c
Traverse PC
DESIGN CALCULATION5
DAILY FLOW: (3) BDRM5. x 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD x 200% = GGO GPD
USE: 1 500 GALLON PRECAST SEPTIC TANK
SAS: (2) 500 GALLON PRECAST DRYWELL5
LINED w/4' OP DOUBLE WASHED STONE ALL AROUND
BOTTOM: 13' x 25' x 0.74 = 240.5 GPD
51DE: 7G x 2 x 0.74 = 1 12.5 GPD
TOTAL: 353.0 GPD
GENERAL NOTE5
I . SEPTIC 5Y5TEM 15 TO BE INSTALLED IN ACCORDANCE
WITH 3 10 CMR 15.00: TITLE V
2. THIS SEPTIC 5Y5TEM 15 NOT DESIGNED FOR THE USE OF
A GARBAGE DISPOSAL.
3. THI5 PLAN 15 NOT TO BE USED FOR PROPERTY LINE
DETERMINATION
4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO
DE51GN ENGINEER FOR ANY REQUIRED INSPECTIONS
5. CONTRACTOR TO BE RESPONSIBLE FOPS THE LOCATION
Of ANY UTILITY, ABOVE OR UNDERGROUND, PRIOR TO
ANY EXCAVATION
OR CONSTRUCTION
ID to
I
SEPTIC DESIGN BY MEYER * SONS, INC.
SITE - SEWAGE PLAN
POR
LOT 3 WEST GREAT WESTERN RD., YARMOUTti, MA
PREPARED FOR
A T TION
03-28-2022
" TMW
5P-2
WELLER � A550CIATE5
P.O. BOX 417 CENTERVILLE, MA
TEL: (508) 328-4G92
EMAIL: trl5weller@cgmall.com
REGI5TERED LAND 5URVEYOR5 *- ENVIRONMENTAL CONSULTANTS