HomeMy WebLinkAboutEngineer PlanINSTALL RISERS * COVERS TO
WITHIN G" OF FINISH GRADE
(SEE PLAN VIEW FOR LOCATIONS)
EL. 100.7
T.O.F. @
EL. 1 01 .4
4" 5CH 40
1 4"
98.4 97.50 -"
INSTALL GA5 BAFFLE
IN OUTLET TEE
PIPES TO BE LAID LEVEL FOR
2' OUT OF DISTRIBUTION BOX
1 500 GALLON PRECAST
SEPTIC TANK
4" 5CH
40 PVC 4" 5CH 40 PV
' �07.00
97.l7
97.25
D15-G (H-20)
INSTALL TANK * D-BOX
ON G" LAYER OF CRUSHED
STONE
)
\v
P � �
/ l�
.' 3
32� EXISTING
DWELLING Ioc
T rl F /l F 1 I n l A /�
—2" LAYER OF DOUBLE WASHED PEASTONE *VARIANCE REQUESTED: 3 10 CMR 15.22)(7) - TO ALLOW
OVER 3/4" - I %2" DOUBLE WASHED STONE 5A5 TO BE 42" BELOW GRADE WHERE 3G" IS THE MAXIMUM
ALL AROUND ALLOWED
EL. 1 00.7*
(3) 500 GAL. PRECAS
9G.70
5EPTIC 5Y5TEM PROFILE
TBM = EL. 101 .0
CORNER OF STOOP
DE51GN DATA
DAILY FLOW: (4) BDRMS x 110 GPD/BDRM = 440 GPD
SEPTIC TANK: 440 GPD x 200% = 880 GPD
USE: 1 500 GALLON PRECAST SEPTIC TANK
DISTRIBUTION BOX: DB-G - (G) OUTLET DIST. BOX (H-20)
SOIL ABSORPTION SYSTEM:
USE: (3) 500 GALLON PRECAST DKYWELL5 LINED w/4'
OF DOUBLE WASHED STONE ALL AROUND
CAPACITY:
BOTTOM: 1 3' x 33.5' x 0.74 = 322.3 GPD
51DEWALL: 93' x 2' x 0.74 = 137.6 GPD
TOTAL: 459.9 GPD
H of MAS11
0y
gs�0 STEVEN W.
o RUMBA
No.35791
0�t<s �F(i�STER�O�O
L LAND r'J
TOP @ EL. 97.2
BOTTOM @ EL. 94.70
BOTTOM TH @ EL. 89.7
N
0
m
w
U
Q
Q
O
LU
cn
Q
ZONING DISTRICT: R5-40
MINIMUM FRONT SETBACK: 30'
MINIMUM SIDE SETBACK: 20'
MINIMUM REAR SETBACK: 20'
MAXIMUM LOT COVERAGE: 25%
PROPOSED LOT COVERAGE:
TOTAL AREA: 3824 S.F.
3824 5.F./323G5.7 S.F. = 1 1 .8%
DEEP OB5ERVATION HOLE LOGS
DATE: 05-20-2003
TEST BY: D. MASON, RS * CSE
WITNESS: A. VON HONE, HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
DEEP OBSERVATION HOLE # I EL, 10 1.2
DEPTH
SOIL
SOIL
SOIL COLOR
SOIL
HORIZON
TEXTURE
(MUNSELL)
MOTTLING
OTHER
SUROM
O" - 9"
A
SANDY LOAM
I OYR5/2
9" - 35"
13w
LOAMY SAND
I OYR6/6
35" - 1 35"
O
FINE -MEDIUM 5AND
I OYRG/4
NO GROUNDWATER ENCOUNTERED
Yarmouth Health Department
APPROVED
ame Date
iZ 7
GENERAL NOTE5
I . SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE
WITH 3 10 CMR 1 5.00: TITLE V
2. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF
A GARBAGE DISPOSAL.
3. THIS 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
SEPTIC DE51GN BY: MEYER * SONS, INC.
L1C�G QdGD
JAN .I'K ZU13
HEALTH DEPT
SITE - 5EWAGE PLAN
FOR
2 1 3 OLD MAIN STREET SOUTH YARMOUTH, MA
PREPARED FOR
DONALD * JUDITH 5ULLIVAN
I " = 30'
DATE
01-10-2023
DRAWN 15Y
TMW
11.11T.
JOiS NUludl ii
REJ15fD
SP- I
WELLER * A550CIATE5
P.O. BOX 4 17 CENTERVILLE, MA
TEL: (50(5) 328-4G92
EMAIL: tri5weller@gmall.com
REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSULTANTS
Traverse PC