HomeMy WebLinkAboutEngineer PlanEXISTING CESSPOOLS INCLUDING ANY NOT SHOWN
ON THIS PLAN ARE TO BE LOCATED AND SHALL BE
PUMPED, COLLAPSED AND FILLED. ANY CESSPOOL OR
ASSOCIATED CONTAMINATED SOILS WITHIN THE
VICINITY OF THE PROPOSED SOIL ABSORPTION SYSTEM
ARE TO BE REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND PER TITLE 5.
1NSTA -:I
VERIFY L
OF ALL LINDER<3R
UTILITIES BEFORE
EXCAVATING FOR
SYSTEM.
UTILITIIES
WATER LINE w_ ;.
WATER GATE 0
OVERHEAD WIRE
UTILITY$ DRAIN
POLE
ROBB
SYKES
No. 35418
0
' 'm
LEGEND
SEPTIC COMPONENTS
INSTALL
1500 GAL
SEPTIC TANK
REMOVE
EXISTING
CESSPOOL
DISTRIBUTION BOX
TEST PIT O
CLEAN OUT
TO GRADE
10
MINIMAL
GRADING
PROPOSED
EXISTING —ill
/ CON OUR
/ (Typ)
LOT 7T 1®
/ AREA = 13212 sf+—
PLAN BOOK 15 PAGE 13
ASSR MAP 22 PCL 35
12
- rgx SS NG
®WIELL�N
a
p ®F ®H®H
TOP
REROUTE EI Permit +al
WATEWATER ONIA, u
PROPOSED SOIL 2
10 ABSORPTION
o� U
STEM� DETAIL BACK
12 13
PLAN
SCALE: 1 in = 20 ft
FLOOR
PLAN
RBED
OOM
BATH
HALLWAY
ROOM
KITCHEN
BATH
ROOM
BED
DINING ROOM
ROOM
BED
ROOM HALL
ROOM
UNFINISHED BASEMENT
J��\
Englew
��t
boa
4
dada
YARMOUTH. MA
GARBAGE
GRINDER
IS NOT
ALLOWED
HIGH GROUNDWATER
LEVEL WAS OBSERVED
DURING A FULL MOON
HIGH TIDE ON 2116122
AT 12:04 PM IN TP-1.
WATER LEVEL WAS
5.15 FEET BELOW
SURFACE.
ELEVA TION=4.85
THIS IS A
COLOR
PLAN
USE COLOR PLAN ONLY
FOR INSTALLATION
FULL DETAIL IS BEST
for RFI'XIRUL0IEOb,08'11(' SISIVNI
to `%taty and Local septic vaciopvm
J ft ! p ft age fR ififir, .�-d11 — lfrUC11if V1 !,111I1np
i
,13 ih 11k,alth I)cI ni+ Weill
in
PINE � ;i%�l RO- ♦ iiD
0 20 40
O 10 20
PRINT ON 11 x 17 in
PAPER FOR PROPER SCALE
12 in
PINE
14
VARIANCES REQUESTED
310 CMR 15.211(1) - SEPTIC TANK
TO CELLAR WALL. 10 ft MIN
REQUIRED - VARIANCE TO 7 ft
SEPARATION REQUESTED.
310 CMR 15.211(1) - SOIL ABSORPTION
SYSTEM TO CELLAR WALL. 20 ft MIN
REQUIRED - VARIANCE TO 12 ft
SEPARATION REQUESTED.
�P�(N OF m4ss9� ZN OF M4Ss9r^
o DAVID yG p DAVID yG
COUGHANOWR COUGHANOWR
No. 1093 No. 461
�FGISTER-'PPROVE�
SgNITA SOLI EVAL�P�o/"/�
7C.
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM
DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING
PLACEMENT OF ADDITIONS, SHEDS, FENCES OR SWIMMING POOLS, OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
to
DESIGN CH�CU�,�,TIOONS
SOIL EVALUATOR:
DAVID D. COUGHANOWR. ASE #461
WITNESSED BY:
PHIL RENAUD. HEALTH DEPT.
TEST PIT 1
GROUNDWATER2 68 (e1=4.33)
MN/INCH IN CTSOIILSn
ELEVATION
10.0
7.33—
3.50—
DEPTH
SOIL
USDA SOIL
SOIL COLOR
SOIL
OTHER
INCHES
HORIZON
TEXTURE
(MUNSELL)
MOTTLES
0-14
Ap
SANDY LOAM
10 YR 2/2
NONE
FRIABLE
14-32
Bw
LOAMY SAND
10 YR 5/6
NONE
LOOSE
32-78
C
MED—CSE SAND
10 YR 6/4
NONE
LOOSE
TEST
ELEVATION
13.0
10.67 —
3.00—
PIT 2 PERCO AT 60 In R A2 MIN/INCH IT 104 in (elNN C SOILS
DEPTH
SOIL
USDA SOIL
SOIL COLOR
SOIL
OTHER
INCHES
HORIZON
TEXTURE
(MUNSELL)
MOTTLES
0-10
Ap
SANDY LOAM
10 YR 3/2
NONE
FRIABLE
10-28
Bw
LOAMY SAND
10 YR 5/8
NONE
LOOSE
28-120
C
MED—CSE SAND
10 YR 6/4
NONE
LOOSE
I I'atll
DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD
SEPTIC TANK: 440 GPD X 2 DAYS = 880 GALLONS
INSTALL NEW 1500 GALLON SEPTIC TANK
DISTRIBUTION BOX: USE H-20 6 OUTLET D—BOX.
SOIL ABSORBTION SYSTEM:
INSTALL 30 ADS ARC 36 LOW PROFILE BIODIFFUSERS
30 UNITS x 5.0 ft / UNIT = 150 L.F.
150.0 L.F. x 4.73 S.F./L.F = 709.5 S.F.
709.5 S.F x .74 G.P.D. / S.F. = 525 GPD
USE 30 ARC 36 LP BIODIFFUSERS AS CONFIGURED BELOW.
— Vt = 525 GPD > 440 GPD REQUIRED
REFER TO DEP APPROVAL LETTER TRANSMITTAL
# X264258 FOR CERTIFICATION OF ADVANCED
DRAINAGE SYSTEMS BIODIFFUSER SYSTEMS.
—INSTALLER TO OBTAIN DISPOSAL WORKS
PERMIT BEFORE STARTING WORK.
—ALL COMPONENTS INSTALLED SHALL MEET
THE MINIMUM REQUIREMENTS OF
MASSACHUSETTS TITLE 5 SEPTIC
CODE (310 CMR 15).
—INSTALLER TO VERIFY LOCATIONS OF ALL
UNDERGROUND UTILITIES BEFORE
EXCAVATING FOR SYSTEM.
—ECO—TECH RAPID RESPONSE RECOMMENDS
THE INSTALLATION OF LOW FLOW
FIXTURES & APPLIANCES. AND PERIODIC
PUMPING OF THE SEPTIC TANK.
—SYSTEM IS NOT DESIGNED TO WITHSTAND
VEHICULAR LOADING. DO NOT PARK OR
DRIVE VEHICLES OVER SEPTIC SYSTEM.
F L O p [ O
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC
EL - 12.65 +- in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN •.
\� 12.5 �/ �/ Ali Ali Ali Ali Ali Ali Ali 12.5-13.0 Ali \I/
A) 11.40
EXISTING
8) 11.20
REPLUMB TO
• •• IIII
A) 11 ft
B) 21 ft
1 INSTALL
1500 GALLON
SEPTIC T Al K
REFER TO DETAIL BOX
D-BC
USE H-20
10.57
lIr
10.65 )0.30
6 in
10.47 STONE
BASE 10.22
13 ft
4-9 ft
3 INSPECTION
MAX PORT
SOIL ABSORPTION NUJ
,SYSTEM o
REFER TO 0
DETAIL BOX
9 90 Lo
ADJUSTED SEASONAL V BELOW
HIGH GROUNDWATER _ 4.85