App# 10-A135 & Rev1& 22& 20104
20 I'7 MiNriiLAA from CELLAR OM or SOIL 'FST. L
Tt)P' to FT. M
XI 10 FT. MINI" FROM SLAB •OR CRAWL SPACE VAT TESF 6T -.—���
OF FOMAT#
EL):% .. �! ` ;1Nli+RIM CLEAN SANG RiNE55ii5-eY A ixut H�_�,_ °
CONCRETE INSPECTION PORT A1tON ifs Z ELEv- �_3 A110M ROLE 2 9"
COWRS, e SCHEDULE 40 PVC PIPE t LOAM AND SEED PERCOLATION RATE C 2 irw./Imoi 8V G HOfBZON PERCOLATION RALE < 2 MN.1wCH 4N C F!(JRl24fi
MIN. PITCH 1/8" PER FT. ^& 1 2* LAYER OF
O fidRiZ COlflft_ 4 � DEPTH Nt1E?fZ ZE7Ctt1RE COC#�2 M4Ti- 0�R
1%8'• To 1/Y
9" VAX ASHED STONE � 0-4 A LOAIAY SAND 10YR3%3 NO ;
y VENT 0-3 A LdA�IY,SAND 1OYR3j3 Nd
93
4• CAST 1RCXN iPIPE .15 WIL NOT REOUIRED
400 (OR ECTAL MINIMUM z 3 10 E '
LOAMY SAND 10YR5j2. r Ri 9 E tnAmy OM DYRSj2
PITCH 1/4 PER FT.tdYR6/
TEE. g D
tO-35 B LDAMY SANl1 tOYR� j6 8-3 6 EdAIAY SAM i5
FLOW LINE 93 6
_MOD 10"
MEDIUM
C FINE` 2-5YTj3 3;-132 C �Ia€\ 2.SY7j3
ELEV. _ -iauH.
• ' . MEDA SAND MEDIUM SAND
' ( _ 97.=--
91.E7
6 SUM? FSEY. x
ELEY. s 97 50 BG E p> y- 2 Si
DISTRIBUTION
TLET �� ` 6 HIGH CAPAStT.'I�) IN
�A.TOR5 YY[TH-
4t1OUiDT 57
Ia41 INCHES CTO BE PLACED ON FIRM BASE) TO BE WAATTER 1ES7LV 11' X 4r, X 1(r' TRENCH FORMA•AON, I �
S.fEET 19 INCHES- ta7W GlIF rrtwokc CUTLET, L A NO WATER ENCOUNTERED AT _t1d' ELEV. _ 3 Nd WkMR ENCOUNTERED AT ELEV.- �55ft
6 fTET 24 INCHES CTO BE EPLACED ON FSM BASE) SOIL ABSORPTION n ZONE
7. FEET 29 INCHES - .. .
8 FEET 34 INCHES -SEPTIC TANK 3j4"'.TO IJ/2' CLEAN SYSTEM (SAS) INDEX '
DOU6L.E WASiED'STONE ADJUST
FREE OF FINES' & SIJ 11
USES PROBAKE WATER TABLE ELEV- - NOTES:
SEWADISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( j ) EIEV- — 1. ALt woRmAmSW AND MATERIALS STALL CONFORM -f
GE y -
NOT TO SCALE BOTTOM OF TEST HOLE ELEY. _ Q_ ` TME 5 AND THE- TOW'S RULES AND REGULA71ONS FOR
THE SUBSURFACE DISPOSAL OF SEWAM
2 ALL COVERS Td SANITARY UNITS, SHALL 0E BROUGHT TO
DESIGN CALCULATIONS WIIHW s' of FINISHEDGRADE
NUMBER OF BEDROOMS 4 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF ,
- z '
GARBAGE .DISPOSAL :UNIT � WITHSTANDM H -1O LOADING UNLESS THEY ARE UNDER OR WITHIN
TOTAL ESTIMATED FLOW 10 FT. OF DRIVES OR PARK94G AREAS. 14--20 LJOATRNG' SHALL BE
( 110 W1„ jMlLJbAY X 4 BR.) 440_ GAL/UAY USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
REIXARED:SEPTIC TANK .CAPACITY : - 9 GAL- 4. ANY 14ASONARY UWTS USED TO BRW, COVERS W -GRADE SMALL
ACTUAL SUE OF SEPTIC TAW 1500 GAL BE MORTARED IN-PLACE.
SOIL CLASSIFICATION 1 5. NO OETERUINA7ION- HAS BEEN MADE AS TO COMPLIANCE PATDESIGN PERCOLATION H
'1CANT IS TO
AD1MG RATE �a.�� GAL. Y/S.E OBTAIN SUCH DETERMINATION FROM APPROPRIATE -- DEEDED OR ZONING REGULATIONS. Ow4ER / LIAUTHORiTY.
LEACHING JAREA 92531 SO- FT. S. UTILITIES SHOWN ARE APPROMMATE OILY, -EXCAVATION CONTRACTOR
(jjjjj- IS TO CALL 'DIG -SAFE'- AT 1-888,344--7'233 AT LEAST, 72 HOURS
LEACHING
16j1� PRIOR TO COMMENCING WOW CMI SUE•
LEACHING CAPACITY (AREA' %RALE) GAI %OAY 7. CONTRACTOR IS TD VERIFY GRADES AM :ELEVATIONS AS WELL AS
6EELE X 674- SITE .CONDITIONS PRIOR:TO CO1iMEMING wORK ON SITE- ANY VARIATION
RESERVE LEACHING CAPACITY ' � GAL/DAY IS TO HE 1#R000HT TO THE ATTENTION ' OF THE `DESIGN ENGINEER
IMMEDIATELY: c
8. PARCEL IS IN FT OOO ZONE 143 AS PARCEL �'3
9. LOT IS SHOW4 ON ASSESSORS MAP
10_ ALL UNSUITABLE MA2iR1AL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF. 5• AROUND SOIL ABSORPTION SYSTEM AND fes, -
REPLACED YRTH SAND AS SPECIFIED IN 310 CUR 1&255-(3).
II _
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DATE AGENT
�Gt PRCIPQ
UT 6
f P,Ro�CT LOC7617ON;•-
LEGEND
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t
DATE N3\7 5, ,2010`SCA
MIN. PITCH 1/8' PER FT_ 2' LAYER OF .
1/8. TO 1/2-
M95.0 MAX. WASHED STONE 7
4.00
4' CAST -IRON PIPE 6' MA X. 93.75 U N. VENT
(OR EQUAL) MINIMUM z
PITCH 1/4- PER FT. TEE
FLOW UNE 1 93.0
Ell V. 9&00 -TM N.
1 V. > 97.25LEVEL
° i0' ELEV 91.67
ELEV. _ _$7e� :Gis ELEV. a 97- t+6' �tP,-y�ELLEV.
DISTRIBUTION ION Ems' 6 HIGH CAPACITY INFILTRATORS WITH
LIQUID : OUTLET BOX STONE IN AN
z 67
DEPTH
HORIZ
TEXTURE
COLOR -
MOTT.
OTHER
0-3
A
LOAMY SAND
10YR3/3
NO
A
3=10.
F_
LOAMY SAND
10YR6/2
10=33
B '
LOAMY SAND
10YR6/6
.SEPTIC TANK
3/4` TO 1 1/2' CLEAN
33-120
C
FINE\
2.5Y7/3
4-19
E
1.37AMY-SAND
10YR6/2
MEDIUM SAND
DOUBLE WASHED STONE
'
DEPTH
HORIZ
TEXTURE
COLOR
Mo71.
UIHLK
lt0 WATER ENCOUNTERED AT X32= ELEV- � --8fi0-
0-4
A
LOAMY SAND
10YR3/3
NO
ZONE N A
ZONE
7 FEET
8 FEET
29 INCHES
34 INCHES
.SEPTIC TANK
3/4` TO 1 1/2' CLEAN
Vim„
S ! J {SAS}
ANDD(
ADJUST
tom-
4-19
E
1.37AMY-SAND
10YR6/2
DOUBLE WASHED STONE
FREE OF ONES & SILT
B r
LOAMY SAND
IOYR6/6
nC c��
SEWAGE DISPOSAL
v�rrrf 1
SYSTEM EM . PROFILE
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / .) ELEV. �
1. ALL WORKMANSHIP AND MATERIALS SHALL BONFDRM-TO-D.E.P.
FOR
NOT TO
SCALE'
34-132
C
FINE\
2.5Y7/3
MEDIUM SAND
THE SUBSURFACE DISPOSAL OF SEWAGE
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DATE AGENT ;
4 FEET I4 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
MORE THAN ONE OUTLET
11' X 46' X 10' : TRENCH FORMATION
n
NO WATER ENCOUNTERED AT _1W"
ELEV =_883
lt0 WATER ENCOUNTERED AT X32= ELEV- � --8fi0-
5 FELT
6 FEET
19 INCHES
24 INCHES
f5V0 GALLON
50
1F
(TO BE PLACED ON BASE)
t� T� T1
SOIL ABSORP TION
ZONE N A
ZONE
7 FEET
8 FEET
29 INCHES
34 INCHES
.SEPTIC TANK
3/4` TO 1 1/2' CLEAN
Vim„
S ! J {SAS}
ANDD(
ADJUST
'
DOUBLE WASHED STONE
FREE OF ONES & SILT
NOTES:
nC c��
SEWAGE DISPOSAL
v�rrrf 1
SYSTEM EM . PROFILE
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / .) ELEV. �
1. ALL WORKMANSHIP AND MATERIALS SHALL BONFDRM-TO-D.E.P.
FOR
NOT TO
SCALE'
BOTTOM OF TEST HOLE ELEV. _,Q_
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS
THE SUBSURFACE DISPOSAL OF SEWAGE
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
A 1 /�ULA I ITONS
DESIGN CALCULATIONS
WITHIN 6' OF FINISHED GRADE.
4
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
a -
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1D FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL -BE
`
TOTAL ESTIMATED FLOW
( 110 GAL/ER./bAY X _4 M)
440_ GAL/DAY
USED 'UNDER OR WITHIN /0 FT. OF DRIVES OR PARKING AREAS.
BRING COVERS TO Cd2ADE SHALL
REQUIRED SEPTIC TANK CAPACITY
_$60- GAL
-4. ANY 4AASONARY UNITS USED TO
ACTUAL SIZE OF SEPTIC TANK
1500 GAL
1 •
BE MORTARED IN PLACE.
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
-
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
< 5 MIN./IN.
GAL/DAY/S.F.
:
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
S
EFFLUENT LOADING RATE
—OJA-
626.33 SQ. FT.
6.UTIUTIES SHOWN ARE APPROXIMATE ONLY, -EXCAVATION CONTRACTOR
LEACHING AREA
(11X4"597C1X10/12) V
IS TO CALL *DIG -SAFE' AT 1-888344-7233 AT LEAST 72 HOURS
J
LEACHING CAPACITY (AREA X RATE)
�$ GAL/DAY
PRIOR TO OR IS To VE WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
625.33 X 0.74
463.48 GAL/DAY
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VAPoATION
RESERVE LEACHING CAPACITY
IS TO BE BROUGHT TO 'THE ATTENTION OF THE DESIGN ENGINEER
a.rIMMEDIATELY.
C
S. PARCEL IS 1N FLOOD ZONE 86-3
9. LOT IS SHOWN ON ASSESSORS MAP 143 AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH SAND ASSPECIFIED IN 310 CMR 15.255:(3).
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