HomeMy WebLinkAboutEngineered Plan - 2018'
(1) 4 -CAST IRON PIPE
1
SEPTIC SYSTEM PROFILE
BIM @T.O.F104.13
COVERS TO WITHIN 6" COVER TO BE WITHIN 6" OF FINISH GRADE
OF FINISHED GRADE
TEST HOLE LOG
103.5 F.G. 18" PLASTIC COVER MAX. F.G. 103.0 MINIMUM 2" PEASTONE OR DATE: 3/5/18
TOFINISHED GRADE PIPE TO BE LEVEL GEOTEXTILE FABRIC TEST BY: MIKE O'LOUGHLIN
FOR 2' OUT OF D --BOX WITNESS: PHILIP RENAUD
101.43 PERC RATE: < 2 MIN
TOP 0 100.5 - TEST HOLE # 1 TEST HOLE # 1
14" TEE AND ',I " r - 0" 103.0 EL 0" 103.0 EL
0000C3C3 0000000
FILTER 100.19 99.71 A 00000000 ll,=,�3000000 -
99.88-/,
9.88 00000000 00000000
H-20 99.5 B OTTOM @ 97.5
D -BOX (2) 500 GAL. DRYWELLS H-10
WITH 3/4" -1 1/2" OF DOUBLE WASHED STONE
1000 GALLON H-10 6" COMPACT STONE 12' X 25'
EXISTING SEPTIC TANK OR COMPACTED B ASE
5'
` NO WATER BOTTOM OF
ENCOUNTERED #1 TEST HOLE
s
STILL B ROOK RD.
U)
# 56
SHALLOW BROOK RD.
LOC US
FLOOR PLAN NOT TO SC ALE
. "
BEDROOM
t-
W
F --
DINING KITC HEI`4 B ATH o
U
LIVINGROOM
8"
FILL
102.34 EL
A LOAMY SAND
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
13"
10YR 3/2
101.93 EL
WITH 310 CMR 15.00: TITLE V.
BW
34"
LOAMY SAND
100.18 EL
30"
10YR 5/8
100.5 EL
48"
Cl FINE SAND
99.0 EL
48"
2.5Y 6/6
99.0 EL
6
C2
FINE SAND
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR. ANY
96"
2.5Y 6/3
95.04 EL
96"
C3 VERY FINE SAND
95.04 EL
Q
C3 VERY FINE SAND
_
126"
2.5Y 6/4
92.5 EL
126"
92.5 EL
8"
FILL "
102.34 EL
A LOAMY SAND
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
16•
10YR `3/2
101.67 EL
WITH 310 CMR 15.00: TITLE V.
BW LOAMY SAND
34"
' 10YR, 5/8
100.18 EL
Cl FINE SAND
DETERMINATION.
48"
2.5Y 6/6
99.0 EL
4. DESIGNER TO INSPECT & CERTIFY OVER -DIG IF
C2
6
FINE SAND
2.5Y 6/3
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR. ANY
96"
95.04 EL
REQUIRED INSPECTIONS.
C3 VERY FINE SAND
Q
2.5Y 6/4
_
126"
ncISTING LF-ACHING
92.5 EL
�5Do TA-ht.
BOTTOM OF PERK 42" NO WATER
PRESOAK 5:00 < 9" ENCOUNTERED
0 07 Edge a of Pavement 101.72 GENERAL NOTES
y4i 1O2 102 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO
BEDROOM
BEDROOM
0 20 40 60 X_&kyll2jLfl
e
Scale: I"=20'
HEALTH AGENT APPROVAL DATE
JEYOR: SEWAGE PLAN ENGINEER:
ZY WARNER STEPHEN HAAS
LOCATION: 56 SHALLOW BROOK RD.
SOUTH YARMOUTH MA. 02664
OFMASS,oyG . PREPARED FOR: ALAN GILLESPIE
TERRY
AN SCALE: 1" = 20' DATE: MAY 31, 2018
WARNER !�
NO. 38721 ff JOB NUMBER: REVISION: > +'
SHEET NUMBER:'
MAP: PARCEL -
J.
�
F
J. 0 LOUGHLIN INC. I
714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942
ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE
WITH 310 CMR 15.00: TITLE V.
O
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
E-12'
DETERMINATION.
102 6
4. DESIGNER TO INSPECT & CERTIFY OVER -DIG IF
6
REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL.
/_ -i
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR. ANY
REQUIRED INSPECTIONS.
Q
6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF, A
ncISTING LF-ACHING
GARBAGEDISPOSAL
pIT
7. THE TOP OF ALL SYSTEM COMPONENTS SHALL ;BE MARKED
�2
WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN
ORDER TO LOCATE THEM ONCE BURIED.
8. SOILS ARE FOUND UNSUITABLE OR DIFFERING -FROM THOSE
FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
9. ALL 4" PIPE CONNECTIONS AT SEPTIC .TANK AND D -BOX SHALL
BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES,
1
THESE TOO SHALL BE MORTARED IN PLACE.
of
X111
Q
DESIGN DATA
W
DAILY FLOW: (3) BEDROOMS X 110 GPD = 330 GPD
EXISTING SEPTIC TANK: 330 GPD X 2 = 660 GPD
USE: EXISTING 1000 GALLON H-10 SEPTIC TANK
102.85
DISTRIBUTION BOX:
USE: DB -6 H-20
SOIL ABSORPTION SYSTEM:
USE: (2) 500 GAL. DRYWELLS H-10 WITH DOUBLE' WASHED STONE .
SIDEWALL AREA: 74' X 2' = 148 SQFT X 0.74 =109.52 GPD
BOTTOM AREA: 12' X 25' = 300 SQFT X,0.74.,= 222.0 GPD
TOTAL AREAS 448 SQFT 331.52 GPD
NOTE
1. INSTALL A SEPTIC TANK OUTLET.; TEE FILTER WITH 18" PLASTIC
COVER TO GRADE. (FILTER MUST BE CHECKEDAND -
CLEANED EVERY 3 TO 4 MONTHS)
1. EXISTING LEACHING PIT TO BE PIPED INTO NEW D -BOX WITH` A
FLOW ADJUSTER TURNED UP AND PIT COVER TO 6" BELOW GRADE. -
VARIANC E REQUEST
0 20 40 60 X_&kyll2jLfl
e
Scale: I"=20'
HEALTH AGENT APPROVAL DATE
JEYOR: SEWAGE PLAN ENGINEER:
ZY WARNER STEPHEN HAAS
LOCATION: 56 SHALLOW BROOK RD.
SOUTH YARMOUTH MA. 02664
OFMASS,oyG . PREPARED FOR: ALAN GILLESPIE
TERRY
AN SCALE: 1" = 20' DATE: MAY 31, 2018
WARNER !�
NO. 38721 ff JOB NUMBER: REVISION: > +'
SHEET NUMBER:'
MAP: PARCEL -
J.
�
F
J. 0 LOUGHLIN INC. I
714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942