HomeMy WebLinkAboutEngineered Plans - 2017THIS 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.
INFO
v -
AT 00 �5�5 DATU* ASSUy1Fo
:I?T
ECH�USELEVATION EC
%T
25.81
�
SPOT ON BULKHEP�
26'1�
PROPOSED SOIL
ABSORPTION I
S YS TEM ----j_
-SEE DETAIL 25I
ON BACK
SOIL
REMOVAL
AREA \
FILAN
SCALE: 1 in = 20 ft
O 20 40
0 10 20
PRINT ON 8-1/2 x 14 in
PAPER FOR PROPER SCALE
LEGEND
SEPTIC COMPONENTS
1M 1530
1500 GAL
90.00 ft 26
SEPTIC TANK
NONE AT 14.35 3
INDEX WELL
PUMP &
ZONE
s�
•REMOVE
SHED
-------------
READING
CESSPOOL
DISTRIBUTION BOX
TEST PIT
ADJUSTED GW
0
N
_
JOSEPH C. AND
Q oR vEY z
CLEAN OUT p
TO GRADE
_
v,
COUGHANOWR N COUGHANOWR
ROSE M. L I P A R I
s LOCUS Z
V
BAOOKH/LL
No. 1093 No. 461
T • •
WEI- IL IN
38 BROOKHILL LANE
°p LANENOT
G
RPPRESQ�
J�o
YARMOUTH, MA
TO
155 Geo Ryder Rd s
y
MINIMAL
YARMOUTH, MA SCALE
I
GRADING LOOT .J PROPOSED
-
DATE -JUNE 8, 2017
L O C U S M A P
AREA = 8899 sf+-
2�
LAND COURT PLAN 23259-B
�AOG9\
ASSR MAP 31 PCL 17
93.98 ft
y
FILAN
SCALE: 1 in = 20 ft
O 20 40
0 10 20
PRINT ON 8-1/2 x 14 in
PAPER FOR PROPER SCALE
LEGEND
SEPTIC COMPONENTS
1M 1530
1500 GAL
ml ' ll Ems.
SEPTIC TANK
NONE AT 14.35 3
INDEX WELL
PUMP &
ZONE
B
•REMOVE
EXISTING
READING
CESSPOOL
DISTRIBUTION BOX
TEST PIT
ADJUSTED GW
ill `� . �W. a
ml ' ll Ems.
E OBSERVED GW
NONE AT 14.35 3
INDEX WELL
M1W-29
ZONE
B
READING DATE
APRIL, 2017
READING
7.6
ADJUSTMENT
1.9
ADJUSTED GW
16.25
_
JOSEPH C. AND
Q oR vEY z
THIS
p IS A
COLOR
PLAN
USE COLOR PLAN ONLY
FOR INSTALLATION
FULL DETAIL IS BEST
VIEWED IN
FULL COLOR
B
� BATH
KITCHEN A BED
r T ROOM
LIVING
ROOM[11D" BED
ROOM ROOM
MAIN FLOOR
LAUNDRY/ WORK
STORAGE SHOP
UTILITY AEC
ROOM ROOM
BASEMENT
- STA
A MAIN
okEEr RourE 2a
DISPOSAL
�GctiSEWAGE
SYSTEM PLAN
W
N e
�N OF 44 OF �P��H OF MASS9
pyo
DAVID yGv'
-TO SERVE EXISTING DWELLING
_
JOSEPH C. AND
Q oR vEY z
o a DAVID
D. �, D.
_
v,
COUGHANOWR N COUGHANOWR
ROSE M. L I P A R I
s LOCUS Z
V
BAOOKH/LL
No. 1093 No. 461
T • •
OWNER(S) OF RECORD
38 BROOKHILL LANE
°p LANENOT
RPPRESQ�
gNSTE` O��EV ��
YARMOUTH, MA
TO
155 Geo Ryder Rd s
y
PROPERTY ADDRESS
YARMOUTH, MA SCALE
I
Chatham, MA 02633
Dovidcou@Hotmail.m
508 364-0894
-
DATE -JUNE 8, 2017
L O C U S M A P
PG. 1I2 ' JOa# ETE-4174
DATE: JUNE 8. 2017
SOIL COLOR
SOIL EVALUATOR:
DAVID B. MASON
WITNESSED BY:
AMY VON HONE. HEALTH DEPT.
TEST PIT I
NO GROUNDWATER ENCOUNTERED
PERC AT 38 in - 2 MIN/INCH IN C SOILS
ELEVATION
10 YR 311
NONE
C
10OAMY SAND
10 YR 6/8
25.85
34EDIUM SAND
2.5 Y 7/4
NONE
in
23.02-
14.35-
DEPtHUSDA SOIL
SOIL COLOR
SOIL
OTHER
INCTEXTURE
(MUNSELU
MOTTLES
SCALE
0OAMY SAND
10 YR 311
NONE
C
10OAMY SAND
10 YR 6/8
NONE
34EDIUM SAND
2.5 Y 7/4
NONE
in
DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD
SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS
INSTALL NEW 1500 GALLON SEPTIC TANK.
DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW.
SOIL ABSORBTION SYSTEM:
THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE
SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES
PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT
INSTALL 19 ADS ARC 36 HIGH CAPACITY BIODIFFUSERS
19 UNITS x 5.0 ft / UNIT = 95 L.F.
95.0 L.F. x 4.80 S.F./L.F = 456.0 S.F.
456.0 S.F x .74 G.P.D. / S.F. = 337.4 GPD
USE 19 ARC 36 HC BIODIFFUSERS AS CONFIGURED BELOW
- Vt = 337.4 GPD ) 330 GPD REQUIRED
REFER TO DEP APPROVAL LETTER TRANSMITTAL
* X264258 FOR CERTIFICATION OF INFILTRTATOR
SYSTEMS BIODIFFUSER UNITS.
CONTACT INFILTRATOR SYSTEMS TECHNICAL
SERVICES DEPARTMENT FOR ASSISTANCE AT:
1-800-221-4436
OR GO ONL/NE:INFILTRATORSYSTEMS.COM
1
,c
t\
NL.1 775.6 in = 14.63 ft
TO
SCALE PL A N VIEW
INLET
COVER
I I
S:
L
CENTER
COVER
COVER OUT
SEPARATION BETWEEN INLET & OUTLET
TEES NO LESS THAN LIQUID DEPTH
CROSS SECTION VIEW
INSTALL INFILTRATOR SYSTEMS 24 inch DIAMETER
X inch HIGH TW -RISER ON INLET AND OUTLET
ENDS PER MANUFACTURERS SPECIFICATIONS.
U1S0
DISTMUTiOUV BOW DBE3 H�
DIMENSIONS PIPES EXITING D -BOX TO RUN LEVEL
AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN
NOT TO
12 in
SCALE
MIN
-
C
FROM a -�
TANK TO
Co p SAS
10
r
6 in STONE BASE
15.5 �5
CROSS SECTION VIEW
in
USE ADS ARC 36 HC BIODIFFUSERS
GRAVEL FREE INSTALLATION - USE DEP
APPROVED INSTALLATION PROCEDURES.
41
y --
I..
INSPECTION
PORT
INSTALL TWO INSPECTION
PORTS AND INDICATE -
LOCATION ON AS BUILT CARD
35.0 ft
30.0 ft
19 UNITS TOTAL - 5.0 ft PER UNIT
CROSS SECTION VIEW
RESTORE VEGETATIVE COVER
BACKFILL WITH CLEAN PERC
SAND TO TOP OF CHAMBERS
in
z 2.875'
EFFECTIVE WIDTH = 3 x 2.875' = 8.63'
Lo USE 19 -ARC -36 HC ADS
B/ODIFFUSER UNITS -NO STONE
6 inch
DOTAL DEPTH
.XISTING
SUITABLE
MA TERI AL
-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 ENVIRONMENTAL 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 O
DRIVE VEHICLES OVER SEPTIC SYSTEM.
TOP OF FOUNDATION - RAISE COVERS TO WITHIN ALL PIPE TO 4 in BE SCH. 40 PVC
in OF FINAL
EL = 25.97 +- i//6 GRADE AND TO PITCH AT 1/8 in/ft MIN
\1/�L \I/ J� �L J� �� �L \I/ 25.65 J/
€ ' D -BOX 3' INSPECTION
USE H-20 MAX PORT
22.75
23.72 1500 GALLON
EXISTING SEP�0� TANK 23.05 6 in 28� 0 ======= E
I 23.40 REFER TO DETAIL BOX STONESOL AL�SO r�pT�0N {
22.55 BASE ������ -REFER TO
10 ft 6 in STONE BASE 3_8 ft DETAIL BOX
INSTALL INFILTRATOR 15 ft ADJUSTED SEASONAL
I SYSTEMS IM 1530 PLASTIC TANK 21.40 HIGH GROUNDWATER _ 16.25
SEWAGE DISPOSAL SYSTEM PLAN 38 BROOKHILL LANE _ YARMOUTH. MA JUNE 8. 2017 ETE-4174 PG 2/24