HomeMy WebLinkAbout2 Bowen Lane Sewage Disposal700 OFFOUNDATfON
ELEV. . 102.00_
5.50
SLAB ELEV. _!
r-
LEGEND:
- SOIL'. TEST -^
20 FT, f9NIAk'Jh1 FROt! CE -LAR OR CRAN'� 5) ACE
DATE OF SCIL TEST !LQA NX!l 9,2014
1C FT. ROV CE FROM SLAB SCI! TEST DONE BY ah111SER ELGIN -RING
10 FT. MINIVJIA _ i. CLEAN SAND WTNESSED By _Je_B L90_.:._' - j
RSLOAAND SEED OBSERVATION H
TE !NSPECT;GN PORT OLE 1
f 4" SCH_DiLE 40 PVC PPE C2 'G At - 95 9
COVE
MIN PITCH 1/8" PER FT. \ 2 LAYER CF PERCOLA'ION RATE _<_c2 MIN./INCy AT 44 LACHES
0 1
T o•
4" CAST IRON PIPE
(OR EQUAL) MIN!M'JM -
PITCH 1/4" PER FT.
-ELEV. - -96.50 -
ELEV.
/e 1
I ` WAS41r0 S ONE
C rL-- R .FABPIC VENT
A 98:80 MAX. p6,55 MIN. NOT REQUIRED
1 I[
rl0'7 TEE ,
LEVELERS
i
DEPTH
HOR2 1 TTFXTL14E
ICOLCR
MOTT. O'HER
MOTT. OTHER
0-5
AA
LOAMY
SAND
1OYR3/1
NO ,ROOTS _
5-100
E
MEDUM
SANDS
10YR7/1
ETUCKET ROAD
0: BOX 713
'DENN'S, MASS, 02665.
-�
TESTHOLES BY RICK Jt,DD. R.S. 11/13/20
2 FROM A PLAN BY DOWN CAPE .
"DAMP" AT ELEVATION
LOAMY
SAND
10186/
ROOTS
4
- -T
20-132"'C MEDUM LOAM
2.5Y7/4
955
95,E
94.23
95.80 84:9•
NO WATER ENCOUNTERED AT 132 _ ELE . _ 84.9
_95.80 Ii�� �! LF' EL 0a o _� + l 95.3
c 10" a E_E,;- 84.47` ODSERVA I ION 'HOLE 2 EL 'J.=--
�_ _J
GAS y 9x47 8" SUMP.LELEV. 5.3Q_ ai a r m a 0
.BAFFLE ELEV. _ -.r �''[�
- DIS (itI�UTION -ELE _ o u a s c a° o c° 1•_ _93.30-
.-- ooa 0.oa ° ° a° 0 0 0 4 a _
° o °0°0 a a °o ° 0 0 00 ° a .ELEb`
- BOX -8 - 4 HIGH CAPACITY INFILTRATORS WTH -
(TO BE PLACED ON FIRM BASE) LTO BE WATER TESTED T STO!vE IN AN p�[
1540 GALLON i= M03c TT1AN ONE CU -LE'
110 X 38' X 24" TRENCH FORVATION q 5 I6-0 WELL MIY
DEPTH I HOR1 I TEXTURE ICOLOR
TANK
(T EF
MOTT. O'HER
0-� �A ` LOAMY SAN-
1E: MED -UM SAND
10YR3/
-!� ^
NO ROOTS
1DYR7/
-
8-20" B LOAMY SAND-
20-1.20" C ~MEDIUM LOAM
10`R6/
5
ROOTS
SYSTEM (SAS
ETUCKET ROAD
0: BOX 713
'DENN'S, MASS, 02665.
SEPTIC
TANK
(T EF
PLACED ON FIRM BASET
SOIL - ABSORPTION
-!� ^
I ZONE B
INDEX 9.2
NO WATER ENCOUNTERED AT 1200. :ELE
_ BS'.3
IC
LDC. 2 B0 fiPrlY iJt9ltida, ..u�+ 1' 12QST YA OU L" MASS:. ,
3/4" TO 1 1/2" CLAN
DOUBLE WAS -TED STONE
SYSTEM (SAS
ETUCKET ROAD
0: BOX 713
'DENN'S, MASS, 02665.
_ .11/2002
4 AD UST 3.5
TESTHOLES BY RICK Jt,DD. R.S. 11/13/20
2 FROM A PLAN BY DOWN CAPE .
"DAMP" AT ELEVATION
SCALE 1 „ _ 20'
FREE OF F- -NES &SILT
4
l
1
- ENGINEERING, INC. DATED 4/21(2003 Ir.01
ATE SOILS -
G h
JOB N0. 7511-00 1
DEC. 10, 2014
USGS PROBABLE WA ER TABLE
ELE%V-.-
_.BB•L_
84.8 (15.2 BELOW H= IN RCAD)
"
SEWAGE
DISPOSAL
SYSTEM
PROFILE
OBSERVED WATER TABLE ;11/13/2002)
ELEV.
=DESIGN
CALC ULA
ONS
NOT TO
SCALE
BCTTO`` OF TEST HOLE
ELEV.
_ _84,4__
NUMBER OF BEDROOVS
4_ A :
GARBAGE DISPOSAL UNIT
1vTO
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X ..4.. BR.)
--442 GAL
RECuIRED SEPTIC TANK CAPACITY
_8�3Q„ GAL.
ACTUAL SIZE OF SEPTIC TANK
10 GAL
SOIL CLASS!FICA iION
1_
DESIGN PERCOLATION RATE
5_$. MIN'/]N. _.
EFFLUENT LOADING RATE
8 A- GAL.FJDAY/S.F.
LEACHING AREA
LEACHING (AREA X RATE)',
-45&M GAT..%DAY
614.00 X 0.74
1V
RESERVE LEACH':NG CAPACITY
GA GAL./DAY`
- I
NOTES:
1
1. ALL WORKMANSHIP AND MATERIALS
f,HALL CONFORM TO D.E.P. '
' TITLE 5 AND THE TOWN'S RULES AND
REGULATONS FOR
o I
THE- SUBSURFACE DISPOSAL, OF SEW
GE.
'
2. ALL. COVERS T^ SANITARY UNI TS SI-,.
ALL BE BROUGHT TO
8'
0
WITHIN 6" OF FINISHED G?ADE.
\\ S01_
3. ALL COA±PONENITS OF THF SANITARY
SYSTEM SHALL BE CAPABLE OF
TEST 2
WITHSTANDING H=TO LOA .NG U'NLE
S THEY ARE UNDER OR VTHIJ
• 94.3
A� -.
10 FT. OF DRIVES OR PARKING ARE
S, N.-20 LOADING SHALL BE
• fid,;
�
1�
`
USED UNDER CR AIT -41N 10 FT. OF
RIVES OR PARKING AREAS.
1500 GALLON
A
�'-
*Ix
O 4.. ANY MASONARY UNITS U'SED'TO ER
G COVERS TO GRACE SHALL
-
S_
acPTl:.
\ o
\ SCI G
-
r rr,^+ 1
8E-MORTARcm IN DLA -a ---
put 9� TEST 1 r "J 5. N0'DETERMINATION HAS BEEN MADE AS TO COMPLIANCE YPTN
DEEDED OR ZONING REGULATIONS. CWNER / APP-ICANT IS TO
NN PSK o 20 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
LOT 12 95,0' �0 0 �' \ 9°\ 1 6 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
1C !l 'S6 sr1 IS TO CALL "DIG -SAFE" AT 1-888- 44-7233 AT LEAST 72 HOUR_
9, 56 1 ., S.F.. s Q .• PRIOR TC COMMENCING WORK ON 57E.
O \ 't 7: CONTRACTOR IS iC VERIFY' GRADES AND `ELEVATIONS AS NE_L AS
Is
SITE CONDITIONS PRIOR TO COMMEN NG WORK ON-SITE. ANY VARiATON
�c�Cti jS:TO BE BROuGtiT TO THE AT-14TI)INN OF THE DESIGN ENGINEER
8. PARCEL IS IN c
\ iM1v1`CIATELY.
• 95.2 • 9 /tic Cn 41 d \\ 9. LOT IS SHDY'`N ON ASSESSORS MA 3B AS PARTE 40
,0 6.5 \ \ 'tk J 10. ALL UNSU'TABLE MATERIAL SHALL E REMOVED FROM UNDER AND FOR
W'
A 'WN,JM OF 5 AROUND SOIL, A5 ORPTION SYSTEM AND BE REPLACED
r`/t WTH SAND AS S'ECIFIED ItJ 310 C R '5.255 (3).
�9N
UMI
RPGS lath HealthDepartr...;t i
v� �\ �3 ;''xis=�31� AP ovEn_ APPROVED: OA
o�RD OF' HEALTH
J
'G �, \� ♦ p'"'fyi� ��,
1n A » .• ! ame Date
99.E - �! . t
\
0.DAT / DAT AGEN
"c T
97.7
� I ^ o�
,� 0
1GaC
• 99.3
ncr+nnv- raaar I
psr�aJ I /
f
I
EXISTING S30T ELEVATION 0.0.0
EX'ST1NC CONTOUR ----v,.^----
FINAL SPOT ELEVATON 00.
FINAL CONTOUR
S01'_ TEST LOCATION
UTILITY POLE -0-
TOWN WATER -6W�W
CATCH BASIN®�
GAS UNE
CLEAN 00
_13-
CESSPOOL C.P. 0
56.9
i
1
PROPOSED
DAVENPOR7
SEPTIC DESIC2d
FOR
REALTY TRUST
117 -EST YARMOUM _103S.
1
RoaEF�A
r 4-e
\ m 6
0 \\\
N '
LOCUS
,P
�
RC'JTE 28
LDC. 2 B0 fiPrlY iJt9ltida, ..u�+ 1' 12QST YA OU L" MASS:. ,
as7:�ta1
203
506- P.
385-6900 SOUTH
ETUCKET ROAD
0: BOX 713
'DENN'S, MASS, 02665.
SCALE 1 „ _ 20'
DATE ENOV. 19, 20i
4
G h
JOB N0. 7511-00 1
DEC. 10, 2014
} SHEET 1 ' ' OF -1
62014 SWEETSER ENGINEER!I
LOCATION MAP
REV'
SA'"DWC