HomeMy WebLinkAboutEngineered Plans - 2018THIS 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.
3s DATUM ASc,�cG°ll/�`
ELEVATION Q
411 57.24
SPOT ON BULKHEP2
SEPTIC COMPONENTS
EXISTING
1000 GAL
SEPTIC TANK
a
EXISTING
LEACH PIT/
CESSPOOL
DISTRIBUTION BOX E
TEST PIT O
Iwo
EXISTING LEACH PIT TO BE PUMPED AND FILLED.
EXISTING LEACH FIELD TO BE ABANDONED IN
PLACE. IF OLD LEACH FIELD OVERLAPS NEW
GALLERY, THAT PORTION SHALL BE REMOVED
AND REPLACED WITH CLEAN MEDIUM SAND
PER TITLE 5.
CA p-rA D
EDGE qDMMON O
OF PAVEMENT ) OA D
100.00 ft
=X/STING l 50
LOT 436 COTYPOjUR
' AREA = 12000 sf+— MINIMAL.
GRADING
PLAN BOOK 249 PAGE 113 PROPOSED
IASSR MAP 67 PCL 81 51
1
I o�
/ EXISTING
I 2 BEDROOM
DWELL Wc;
I 'rOPOF FNf\\§DnN
�
9 1 c L e ��. 74
O 1 3
N
\ CONCRETE
PA T10
IB In 51
PINE
1
1 • I LNG
LEACH
FI EL D
LOCATION OF LEACH
FIELD IS APPROXIMATE
100.00 ft
BED LIVING
ROOM ROOM
GARAGE
BED = DINING KITCHEN
ROOM Q ROOM
m
UNFINISHED B A SEMEN T
PLAN
SCALE: I in = 20 f t
O 20 40
O 10 20
PRINT ON Il x 17 in
PAPER FOR PROPER SCALE
Yarmouth Health Department
! A, PP VED
c) P
ame Date
OLD TOWN HOUSE ROAD
n
a N
y
CAPT SIMMONS y
pOADLn
v
-1 j
O CAPT SEARSE NOT
TO
y ROAD SCALE
v
WINS
LOW GRAY ROAD
YARMOUTH. MA
THIS
p IS A�
COLOn
PLAN
USE COLOR PLAN ONLY
FOR INSTALLATION
FULL DETAIL IS BEST
VIEWED IN
FULL COLOR
WATER LINE --a—
WATER GATE 49
GAS LINE
OVERHEAD WIRE B
UTILITY_W POLE
PROPOSED SOIL
ABSORPTION
SYSTEM
-SEE DETAIL
ON BACK
TREE REMOVAL AT INSTALLERS DISCRETION.
FOR SURVEYOR'S CERTIFICATION REFER TO 'CERTIFIED PLOT PLAN'
DATED 12/5/1968 SIGNED AND STAMPED BY THOMAS KELLEY RLS ON
FILE WITH THE YARMOUTH BUILDING DEPARTMENT.
- TFcy
IS
SEWAGESYSTEM
�Go
LONAL
TO SERVE EXISTING DWELLING
RICHARD AND
GAIL WIEBERS
OWNER(S) OF RECORD
11 CAPT SIMMONS RD
155 Geo R der Rd s
y
YARMOUTH, MA
Chathom. MA 02633
PROPERTY ADDRESS
DovidcouOHotmoil.com
DATE. -AUGUST 11. 2018
508 364-0894
PG. 1/2
: joa E T E — 4 3 0 5 °,
SOIL EVALUATOR:
DAVID D. COUGHANOWR. ASE *461
WITNESSED BY:
AMY VON HONE. HEALTH DEPT.
TEST PIT 1
NO GROUNDWATER ENCOUNTERED
ELEVATION
47.45 -
38.95-
DEPTH
SOIL
USDA SOIL
SOIL COLOR
SOIL
OTHER
TANK TO BE PUMPED DRY AT TIME OF INSTALLATION I
AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL
NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE.
REPLACE WITH A NEW'
I in 1500 GALLON TANK I
TAPER � IF CRACKED. ROTTED
OR OTHERWISE I
COMPROMISED.
I I NOT
�T. TO
1
SCALE
10
8 ft-6
INLET INSTALL EFFLUENT FILTER OUTLET
COVER (ZABEL OR EQUIVALENT) COVER
IN OUTLET TEE.
IN DROP
A( LINE
FROM
t BUILDINGS'^ ri in TO i
�s D—BOX
4 b M STONE B
In
gpp�
3 4
1
s
4
ASE IF NEW
E
SEPARATION BETWEEN INLET & OUTLET
TEES NO LESS THAN LIQUID DEPTH
CRDSS SECTIDN VIEN'
s
12 in
C MIN T
Lo FROM = S
N TANK � �TST
Op ^AS
6 in STONE BASE
CROSS SECTION VIEW
i
7EXISTING
NCUNS: 2 BEDROOMS X 110 GOD = 220 GPD220 GPD X 2 DAYS = 440 GALLONS
1000 GALLON SEPTIC T{I NK IF IN
SOUND STRUCTURAL CONDITION. IF NOT, 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 PERT'I SQUARE FOOT.
THE 24 ft x 12.5 ft x 2 ft LEACHING GALLERY
DEPICTED BELOW CAN LEACH:
BOTTOM AREA = (24 x 12.5) = 300 sq. ft.
SIDEWALL AREA = (24+24+12.5+12.5)x2 = 146 so. ft.
TOTAL AREA = 446 sq. ft.
FLOW CAPACITY = 0.74 x 446 = 330.04 gal/day
INSTALL A 24 ft x 12.5 ft x 2 ft GALLERY] AS CONFIGURED
BELOW. FLOW CAPACITY = 330.04 gal/day WHICH EXCEEDS
THE 220 Sol/day REQUIRED FOR A TWO BEDROOM DESIGN.
v
DRYWELL 24.0 ft
i UNIT
co
u
to v " N
N co
co
STONE
3.5 ft 8.5 ft 8.5 ft 3.5 ft
500 GALLON DRYWELL
DIMENSIONS & DETAIL INSTALL ONE INSPECTION
RISER TO WITHIN THREE
USE INCHES IOF FINAL GRADE
& INDICATE OASTBON
H-10 T
UNIT
33
in
102 !n
CROSS SECTION VIEW
INSTALL AN APPROVED GEOTEXTILE
FABRIC OVER STONE
i
28 3%4 in TO LEPTH-
3/4 in TO s�IVE/ ] ►/2 m GRAVEL:in T .
46 in 58 in 46 in
150 in
—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 OR DRIVE VEHICLES OVER SEPTIC SYSTEM.
I
TOP OF FOUNDATION
EL = 52.74 +—
EXISTING
EXISTING
EXISTING
RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SC—H. 40 PVC
6 in OF FINAL GRADES AND TO PITCH AT 1/8 in/ft MIN'
\ \I/ �1 I \I/ 50.00
1000 Oo GALLON L
SEPTOC TANK
REFER TO DETAIL BOX
D-BOAC
USE H-20 47.75
48.19
6 in
47.27 STONE
BASE
32 ft
3'
MAX
PRECAST
p-,a DRYWELL vim«
47.10
SOo L ABSDR TT ON
47.00 SYSTEM —REFER TO
5-12 ft DETAIL BOX q
45.00 NO GROUNDWATER BELOW
MOTTLING OBSERVED — 38.95