Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAbout24 Minnetuxet Way Sewage Disposal System•
,iZEV
...SOIL.
HORIZON
SOIL -. _
TEXRIRE ..
, SOIL
COLOR
SAY
MOTTLING
OTHER
20.2
ALL COVERS TO SANITARY.
4, SCFI 40 PVC
0- 8'
` 0/A
SANDY LOAM
TOYR3/3
IOYRJ/J NO
R007S
19.2
UNITS SHALL BE BROUGHT
PIPE -MIN PITCH
OBBLES/RO
8'-20-
''8 -
.LOAMY SAND
1DYR5/8
-.
t0 FT. :MIN.
TO W77H1N 6 INCHES OF
1/8" PER FOOT
COBBLES
2O' •- 84"
Cl
MED SAND
IDYF6/6
FINISH GRADE
CLASS I
13.2 - -
-
84' - 102'
TOP OF FOUND
EL= 20.0
CONCRETE
MED SWO
4"SCH 40 PVC-
PRECAST
11.7
SAND -
COVER
2 TO
PIPE - MIN PITCH -CLEAN SAND
"PERFOOT
SORFIRST
9.2 -
-
8E LEVEL
MIN. 1.t
- MAX ELGRADE
&,4711V4V,4
MIN £L =l77 2' LAYER OF•._.
118'.-1/2' DOUBLEWASHED
STONE
FLOW LINEEL=1y.7-
N'10"
MIN..
EL y 16.7.Et=1L2
G 0 C7 C G CJ
O G.;..�
EL =ItJIt
4` CAST /ROH (OR
EQUAL ?PIPE-MIN.74•Z—
W
EL -14.2
PITCH 1/4" PER FT,
3/4' TO 1 t/2'
Tfr
DOUBLE WASHED.
OUTLET TEE '
..
BOX
30" x 10
-
LIQUID DEPTH TEE. DEP TH
1600 0,4L
BELOW FLOW LINE
_
4 FT 14 INCHES
- .SL�IDTIC
BOTTOM OF TEST HOLE OR OBSERVED.
WATER TABLE EL S. 2
5. FT. `:19 INCHES•
j•'��Tf�
-
ADJUS7ED GROUND WATER TABLE (.
) EZ
6 FT 24 INCHES
} 7 FT,29 INCHES
PROFILE OF
B FT. 34 INCHES
S'EXA6W
DISPOSAL SYSTEff
NOT TO SCALE
DESIGN C.4LML,4TI0NS
NUMBER OF BEDROOMS ....................................
3
GARBAGE DISPOSAL UNIT ....................
.;......::
NO
#1 DEEP OBSERVA770N
HOLE LOG
#2 DEEP OBSERVA7701V HOLE LOG :
TOTAL £sTTMATEO Flow
DATE OF TEST
1/78/96
DATE OF 71ST JI/18196
110" GAL/BR./DAY x 3
BR)
330
GAL/DAY
W1nvEssEO BY P. BRYANTAV
REQUIRED SEP77C TANK CAPACITY
,
660 -
GA L ,..
WTTNESSEo BY
P. BRYANTav
ACTUAL SIZE OF SEPTIC TANK
1500 ,
GAL.
PERFORMED BY
T. A. DUMAS
PEPFORMED BY T. A. DUVAs
EFFLUENT' LOADING RA TL ..................:.
0.74
GAL/SF.
DEPTH FROM -
- SURFACE
...SOIL.
HORIZON
SOIL -. _
TEXRIRE ..
, SOIL
COLOR
SAY
MOTTLING
OTHER
20.2
0- 8'
` 0/A
SANDY LOAM
TOYR3/3
IOYRJ/J NO
R007S
19.2
OBBLES/RO
8'-20-
''8 -
.LOAMY SAND
1DYR5/8
-.
-
18.5 -
- -
COBBLES
2O' •- 84"
Cl
MED SAND
IDYF6/6
I0YR5/6
CLASS I
13.2 - -
-
84' - 102'
C2
77GHT.FINE
MED SWO
10YR71J
CLASS I
11.7
SAND -
102' - 132'
c3
MED SAND
40187/3
9.2 -
-
PERCOLATION TEST
DAZE,_jl/f8/96 DEPTH OF'PERC, 64•
77ME RATE" MIN. PER INCH < :210 DEED 'OBSERVATION HOLE LOG
DATEOF TEST
WITNESSED BY
PERFORMED 8Y
OTHER
PERCOLATION TEST '
DA TE: DEPTH OF PERC.
77ME RATE MIN. PER INCH
D REGISTERED SANITARIAN
R. J. n He a rn� PROFESSIONAL
LAND SURVEYOR
35 ROUTE 134, "R 0. BOX 237 r
SMAN. RIVER PLAZA, UNIT 2 i.7 u r ve yor
`SOUTTi DENMS, MA. 02660 .
£LEY.:
DLPTH ROA/
SURFACE
SAY
HORIZON
SOIL
TEXTURE.
SCS SOL
COLO4 MOTRMC
O1HER
20.0
0- 10'
CIA
SANDY LOAM
IOYRJ/J NO
ROOTS
19.2
10" - 18'
- 8
LOAMY SAND .
1CYR5/8
COBBLESIP00a
185
fd' - 90'
C1
YfED SA r-.
I0YR5/6
Fe02 A 90'
125
90" - 120'
C2
MED SWO
10YR71J
CLASS I
10.0 '
LEACHING AREA PROVIDED
SIDEWALL + BOTTOM
.............................. ......... 4GG S.F.
LEACHING CAPACITY (SIDEWALL. +. BOTTOM) . 3 4 6 GAL.
RESERVE LEACHING CAPACITY .........
.............. 34.0 GAL
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TORN OF YARMOUTH RULES AND REGULA77ONS FOR THE
SUBSURFACE DISPOSAL, OF SEWAGE!-
2.
EWAGE2. ALL COVERS'70.SANITARY' UNITS SHALL BE BROUGHT 10 WITNIN 6 INCITES
OF FINISH GRADE
J EXIS71MG,A14D nNAL GRADES SHALL REMAINE ESSENTIALLY 714E SAME, £XCEPl
PERCOLA77LW TEST AS INDICATLZ)
4. NO DETERMWA77ON HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE
DA7F• 1I/78/95 DE17H OF PERC a WITH TOWN ZONING REGULA PONS. OWNER / APPUCANT SHALL OBTAIN SUCH
77ME. _ FATE MIN PER MCf1 DETERMINATION FROM THE APPROPRIATE AUTHORITY.
5. -7H1S PLAN IS VALID IF IT IS STAMPED AND SIGNED IN RED. "IFAS OFFICE
ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES
#d DEEP OBSPRLIA11ON HOLE LOG WHICH D0 NOT HAVE; ORIGINAL' STAMPS AND SIGMA7URES
DATE OF 7LTT 6. ALL COMPONENTS OF THESANITARY SYSTEM SHALL BE CAPABLE OF
97THSTAND/NG H=fO LOADING UNLESS THEY. ARE UNDER'OR WITHIN TO
w7NESSED EY FEET OF DRIVES'OR PARKING. H-20 LOADING SHALL BE USED UNDER OR
PERFORMED BY WITHIN 10 FEET OF DRIVES, OR PARKING AREAS. :
7. CONTRACTOR IS RESPONSIBLE FOR VER/F7C477ON OF.AU LOCA770NS AND
DEPTH FRAIL
ELEV. SURFACE
EI£VATIONS� INCLUDING EXISTING UTILIZES PRIOR :TO CONSTRUCTION IF
ANY DISCREPANCIES ARE FOUND, THIS OFFICE STALL BE N077RCO
IMMEDIATELY.
8. ALL UNSUITABLE MATERIAL SHALL BE REMO�W UNDER AND FOR 5 FT
AROUND LEACHING FACILITY AND- -'BE REPLACED {MIH:CLEAN-GP,ANULAR-
SAND PER SEC77ON 15.255(3) OF THE STATE ENVIRONMENTAL -CODE,
777LE S.
-- - REV.. -
PE'RCOLA TON TEST
DATE. DEPTH OF PERO OR Na y.G. 6S5 P DA7F 1/ 27,96
rVr- FATE MIN. PER INCH sCA1e1_� .:/JorWil^
DR. 871 iZ,a�' :> SNEET.2OF
APPROOTc��'LT.. BjW of
LOCATION: for !I /UI 111 N 1 r tax > z Y ✓� v
J.1/an>�ovl-f!t'Dl�rt %'_/`sl
C10"ENTS .-, , Y' 2`ARN
7L �j : ASSESSORS MAP /1)` PARCIM ' H11
° -'J• +` '`.' `{ FLOOD ZONE., %f ELEVATIbAr N n KAP DATE• 6 .