HomeMy WebLinkAboutRevised Engineer Plan - 11/2021PRC
AE
5
-s
EXISTING LEACH PITS TO BE PUMPED & FILLED
LEGENDS 7WATE
�uvEs' OR REMOVED. REMOVE ALL ASSOCIATED
SEPTIC COMPONENTS CONTAMINATED SOILS & -REPLACE WITH
LINE -yT�- CLEAN MEDIUM SAND' PER TITLE 51:.
EXISTING GATE C1
1000 O 0 F
SEPTIC TANK INF THIS IS A
YHim VIV tS-1/Y x 14 In
PAPER FOR PROPER SCALE
ROBB
SYKES
No. 35418
REVISED NOVEMBER 5. 2021
THI5 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.
SEWAGE DISPOSAL
SYSTEM PLAN
TO SERVE EXISTING DWELLING
JAMES
TSOUKALOS
NNERrSI OF RECORD
52-54 IVANHOE AVENUE
YARMOUTH, MA
155Geo Ryder Rd S PROPERTY ADDRESS
Chothom, MA 02633
,,,,., IDATE. OCTOBER 13.:2021
SOIL EVALUATOR: .DAVID D. COUGHANOWR. ASE #461
WITNESSED BY: PHIL RENAUD. HEALTH DEPT.
1 NO GROUNDWATER ENCOUNTERED
TEST PIT
PERC AT 50 In — 2 MIN/INCH IN C SOIL5
ELEVATIC
50.25
48.25
An nn
N DEPTH
SOIL
USDA SOIL
SOIL COLOR
SOIL
Of HE
INCHES
HOR20N
TEXTURE
(MUNSELL)
MOTTLES
PLACE END CAPS ON LINES
0-8
Ap
SANDY LOAM
10 YR 313
NONE
FRIABLE
8-24
Bw
LOAMY SAND
10 YR 516
NONE
LOOSE
24-123
{
MEDIUM SAND
10 YR 613
NONE
LOOSE
1000 GALLON SEP -HC -rANK
EXISTING UNIT - DIMENSIONS & DETAIL
TANK TO BE PUMPED DRY AT TIME OF INSTALLATION
AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL
NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE.
REPLACE WITH A NEW
I in 1500 GALLON TANK
TAPER IF CRACKED, ROTTED
OR OTHERWISE
COMPROMISED.
ti w
NOT
TO
. � SCALE
B ft --g_-_---------- C
in
INLET OUTLET
COVER COVER
.xc�,f7jF7 EFROM
BUILDI14TO
1, D -BOX
LE
b. in STONE BASE IF NEW
SEPARATION BETWEEN INLET & OUTLET
TEES NO LESS THAN LIQUID DEPTH
CROSS SECTION VIEW
DOSTR#SV II §OIIV 130W ANDDIMENSIONS
USE SHOREY DB -6 H-20
NOT
TO
)b in
SCALE
JOIN
--I
—f
FROM =. c
TANK y c TO
01
O SAS
y
AT .005 ftJft
PLACE END CAPS ON LINES
6 to STONE BASE
24;�
CROSS SECTION VIEW
DESIGN CALCULATIC,
DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD
SEPTIC TANK, 440 GPD X 2 DAYS = 880 GALLONS
USE EXISTING 1000 GALLON SEPTIC TANK IF IN
SOUND STRUCTURAL CONDITION AND INSTALL A
SECOND NEW 1000 GALLON SEPTIC TANK IN SERIES.
OTHERWISE REMOVE EXISTING SEPTIC TANK AND
INSTALL A NEW 1500 GALLON TWO
COMPARTMENT SEPTIC TANK.
DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW.
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
THE 38 ft x 16 LEACHING FIELD DEPICTED CAN LEACH:
BOTTOM AREA = (38 x 16) = 608 sq. ft.
SIDEWALL AREA =0 0 so ft.
TOTAL AREA = 608 sq. tt.
FLOW CAPACITY = C.74 x 608 = 449.9 gal/day
.INSTALL A 38 ft x 16 ft x LEACH FIELD AS CONFIGURED
BELOW. FLOW CAPACITY = 449.9 gallday WHICH EXCEEDS
THE 440 gollday REQUIRED FOR A FOUR BEDROOM DESIGN.
LEACHING STONE TO BE DOUBLE WASHED 8
❑
D -BOX 3'
y SE H-20 MAX
CAP
PIPE
ENDS
���"�^Ma'��,,.� 46.31
b in 46.53
'TONEI LEACHING FIELD +
BASE 46.50 �
-REFER TO DETAIL BOX
3-7 ft O
45.81 "'
BELOW
NO GROUNDWATER
FREE OF IRONS, FINES &DUST.
FIELD DIMENSIONS VIAIL
PIPE ENDS AND VENT.
JOIN
PIPE TO BE SCH. 40 PVC
INSPECTION PORT WITHIN 3 in
OF FINAL GRADE.
PERF PIPE AND TO SLOPE
i
AT .005 ftJft
PLACE END CAPS ON LINES
WITHOUT VENT.
p
N '
P
38.0 ft
N
40.00
MOTTLING OBSERVED
DISCHARGE HOLES NOT SMALLER
THAN 318 in.
NOT GREATER THAN 5/8 In.
❑
D -BOX 3'
y SE H-20 MAX
CAP
PIPE
ENDS
���"�^Ma'��,,.� 46.31
b in 46.53
'TONEI LEACHING FIELD +
BASE 46.50 �
-REFER TO DETAIL BOX
3-7 ft O
45.81 "'
BELOW
NO GROUNDWATER
IP
0
i
N
z ro
s
tP
p
38.0 ft
-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.
DINING KIT- KIT- DINING
ROOM CHEN CHEN ROOM
LIVING LIVING
ROOM ROOM
LOWER
UNFINISHED
BED BATH BATH BED
BOOM ROOM
BED BED
ROOM ROOM
UPFER
BASEMENT
IF L o W p R 0 F o �I
ALL PIPE TO BE 4 in SCH. 40 PVC
TOP OF FOUNDATION RAISE COVERS TO WITHIN AND TO PITCH AT 1/8 In/ft MIN
EL = XX +— //�\6 in OF FINAL GRADE
I y yy �� / W W V � L y J 49.75
EXISTING
1000 GALLON L
TO DETAIL
TO DETAIL
10 /t 14 ft
II SEWAGE DISPOSAL SYSTEM PLAN 1152-54 IVANHOE AVENUE YARMOUTH. MA IIOCTOBER 13. 2� ET( E-460�L P
40.00
MOTTLING OBSERVED
II SEWAGE DISPOSAL SYSTEM PLAN 1152-54 IVANHOE AVENUE YARMOUTH. MA IIOCTOBER 13. 2� ET( E-460�L P