HomeMy WebLinkAboutEngineer PlanB.M. T.O.F 103.4
(Asomod)
JJ
10" TEE. / II
00.0 14"TEE
WITH GAS
B AFFLE
1500 GALLON H-10
EXISTING SEPTIC TANK
7
2ND FLOOR
NOT TO SCALE
BATH
BEDROOM BEDROOM
2
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PROPOSED SEPTIC SYSTEM REPAIR PROFILE
COVER TO WITHIN 6"
OF FINISHED GRADE --------
I
-
' PIPE TO BE LEVEL
FOR 2' OUT OF D -BOX
98.7 ,\ 98.53
IH -10
D -Box
NEW CBOX 5 -HOLE H-20
6" CO PACT STONE
SEPTIC SAS
R
no
SEPTIC SAS UPGRADE
30'
Tk9
NI,
17
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101 _ ---------
102
--102 CHIC KADEE
LANE
01.7
2.7' MINIMUM 2" PEASTONE OR
GEOTEXTILE FABRIC
11 1 TOP R 99.0
00 ooc®c®�
ONO coo 00
980 0
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ooc o00 ooc BOTTOM 0 96.0
(2) 500 GAL DRYWELL H-10
WITH 3/4" -1 1/2' OF DOUBLE WASHED STONE
4' ON ENDS AND 3.85' ON SIDES 5.2
12' X 25'
90.8
BOTTOM OF
#1 TEST HOLE
NO WATER
ENCOUNTERED
w
0
TEST HOLE LOG
RATE: 7/2/03
TEST BY: SWEETER ENGINEERING
WITNESS: D. FLAHERTY
PERC RATE: < 2 MIN./INCH
TEST HOLE # 1 TEST HOLE 2
0._ 100.8 EL rr 101.8 EL
Ap LOAMY SAND AP LOAMY SAND
9" tOY. 3/2 100.05 EL 8' 10Y 3/4 101.14 EL
Bw LOAMY SAND BwLOAMY SAND
t0Y 5/8 98,61 EL 10Y 6/8 99.3 EL
Cl MEDIUM SAND C7 .MEDIUM SAND
2.5Y 7/6 2.5Y 8/4.
120"1 190.8 EL 90.8 EL
BOTTOM OF PERC. 48" NO WATER -
C HORIZON < 2 MINS/INCH ENCOUNTERED
NO WATER
ENCOUNTERED
GENERAL NOTES
1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, OVERHEAD &
UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310. CMR 15.00:TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR: PROPERTY LINE DETERMINATION,
4. IF AN OVERDIG IS REQUIRED, DESIGNER TO INSPECT & CERTIFY THE OVER -DIG BEFORE
BACKFILL
5. DESIGNER TO COMPLETE FINAL INSPECTION FOR CERTIFICATION BEFORE BACKFILL.
6. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR. ANY REQUIRED INSPECTIONS.
7, THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL.
8. THE. TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING
TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED:
9. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG,
CONTACT DESIGNER AND THE HEALTH DEPT.
10. IF AN OVERDIG IS REQUIRED, OR IF UNSUITABLE SOIL FOUND. CLEAN GRANULAR SAND
MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND
UNDER S.A.S.
11. ALL 4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL BE MORTARED
IN PLACE. IF USING 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED
IN PLACE.
DESIGN DATA
NO GARBAGE DISPOSAL
DAILY FLOM9: EXISTING (3) BEDROOMS X.110 GPD = 3.30 GPD
SEPTIC TANK: 330 GPD X 2 = 660 GPD
USE: EXISTING 1,500 GALLON H-10 SEPTIC TANK
DISTRIBUTION BOX:
USE: DB -5 H-20
SOIL ABSORPTION SYSTEM:
USE: (2) 500 GALS. DRYWELLS WITH STONE.
LEACHING AREA REQUIRED: 330 GPD a .74 = 445.95 SQ
PROPOSSED BOTTOM:12' X 25'= 300 SQ,FT.
PROPOSSED SIDEWALL: 2' X 74'= 148 SQ.FT.
TOTAL SQ.FT. 448 SQ.FT.
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-
NOTES
•.
32 $�( 68
1. LEAVE EXISTING SAS IN PLACE, TO BE TIED INTO NEW D -BOX FOR
FUTURE USE .
2. TEST HOLES AND PERC. TEST USED TO PREPARE THIS PLAN ARE FROM
SWEETSTER ENGINEERING PROPOSED SITE PLAN DATED 7/7/03 AND
FOUNDATION LOCATION FROM CERTIFIED PLOT PLAN PREPARED BY
BSC GROUP INC DATED 10/30/03.
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3. INSTALL (2) 18" RISERS MOTARED IN PLACE ON LEACHING UNITS.
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HEALTH AGENT APPROVAL DATE
SURVEY BY:
SEP nC PLAN ENGINEER:
STEPHEN HAAS
LacAT1oN: 6 CHICKADEE LAME
WEST YARMOUTH, MA
PREPARED FOR: PETER JONES
'- ----_
SC ALE: 1" = 30' 6/24/22
" tat
NUMBER:
SHEET NUMBER: 1
MAP: 74 PARCEL: 68
Scale: I'.30'
J. O'LOUGHLIN INC. -�
0 30 60
714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942 �Z¢/LvzZ