SEWAGE DISPOSAL SYSTEM1
SOIL DATA LEGEND DESIGN DATA
-roo- EXISTING CONTOUP DESIGN PERC RATE: 1" IN 5 MIN .
iP 1 1P 2 F102
2 In TP 10-1 02-02 PROPOSED CONTOJUR DESIGN FLOW: �4 BEDROOMS X 110. GPD/BDM C5 0i GI'D REQUIRED
0• 102.5 0" 102.5 102.5 0" '102.50 /
LOAM LOAM Y A SANOV g �' SYSTEM DESIGN: USE 30' X 20' LEACHING BED
LOAM ; . y{ ti{ \�'1.PIPE.INKRT ELEV{ATION/3 1oYR3/3 // { { ,f EARTH BACKFILL )\\ ty MIN, EARTH �.18 101:00 12 101.5 101.5 12" 101.50 ( \ ))a 11rMIN.TEST PIT BOTTOM: 30' LONG' X 20' WIDE X 0.74 G/SF 444 GPD PROVIDED
Y B LOAMY t1 \\S { \\Z f \\5 ), \\\\t ), \\f\\I! 1 SEPTIC TANKSUBSOIL SUBSOIL 6 100.5 24" t0YR7/6 t00.5 00• D e °a' e o A v P. o a:'° • a a sA • wa W DI57RIBUTION BONC1 ••• a o • ve • ONo • 2" DEPTH GF 1/B"• 1/2• WASHED PEASTINE �w_ Dartmouth Building Department
E COARSE A °• d i °.. • PROPOSED WATER: SERVICE LINE a0o sm�iA RameeoD.. vsuPelb mJMw, nln mFa SANDY E• • d °a.v ° d v ' 1! 1•v d dv ev dv I . 1D• oEniH a-7j4• Ta38• 99.5 q5' 9BJ5 • L s I d. l • • • v sqa-Y1O-lain 8&1XSoa910-Isle
CLEAN CLEAN VEL 50R GRAVEL d • ° °• ' •d ° • v d CRUSIEO 9T09EWASHED OBSERVED GROUNDWATERGRAVEL GASANDY VEL DY OTA]/2 10YR]/2 • ° • ° TABLE ELEVATION
W/ W/ 4'a 6' 6'• ® RESERVE AREA
coaBLEs coBB[ES °°4' I'It�L,), �• �, ' AAA
s"sao nec suee
]2' 94.5 126" 92.0 120" - ,Y' LOT"-
.. 92.5 i - _
20 92.5
WATER E ® 7z• WATER ®76" I LOCUS MAP
.PERC ®30" WATER ®120" WATER ®120• TYPICAL OF ALL
RAZE: 1° IN 3 MLR, MOTTLES ®60" MOTTLES 060" TYPICAL FIELD CROSS SECTION O sner
PERC 46 - , - M1
DATE:1 15 $7 RATE 1" IN 2 MIN.
Fwlrr
».
- PERFORMED. BY: DAN MONIZ DATE:10 1-02 NOT TO SCALE L L ` '... A DesBac, s SpecIrv\ e#f t s -.ror0
WITNESSED BY: WENDY HENDERSON PERFORMED BY: SITEC, INC. °§ WEE � s rnrh o on o�
SUE GRIFFIN WITNESSED BY: SUSAN GRIFFIN
tors-R .��.�° .,I�,a� Io„oa.,°A �°�nTI0
i=.B.M=LN LOT MMERI Pb ry 1;,"_ ` �'3Ii r' -
4406 ""' GENERAL NOTES
AmfAn Ir& Affi'RPYY MLOT I" I , °
Nwear u $ / w Pa"io-a - 1) THIS .SYSTEM SHALL BE INSPECTIOU WHEN LEACHING AREA IS. FULLY E?"CAVAIED
i •,. v '
ap'reW' AND MEN ALL COMPONENTS ARE IN PLACE, WHEN THE SYSTEM IS READY FOR INSPECTION,
A'`°'N a°'1 a THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH.
�Mawc wn. ;. ,.
: of Be raid• W nsrl - T; '.. 2 WA _ _ _ SHED -CRU n^. _ ., ) SHED s s �,gT av � STONE SHALL BE FREE OF AL
L LL DIRT DUST AND FRIES. :
CU., uc ar A,reaH* 1 srzdw'E rTaa• - Px m 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM.
LOT 3-R 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE
I Q 11 wor cfs va rrcw m : _ da.Agp 1 OF THE SEWAGE DISPOSAL SYSTEM DURING :THE COURSE OF CONSTRUCTION OF THE
ce
5) NO RELD .MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE: WITHOUT
{��
LOT- PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
IB5 �__NNN
r
6) UNLESS. OTIAMNSE NOTED ALL SYSTEM COMPONENTS SHALL'BE INSTALED IN
Ts• / ACCORDANCE WITH IITE V OF THE STATE E"RONMENTAL CODE AND ANY
.TOP VIEW a APPUCABLE LOCAL REGULATONS
3, 5" CIA. INLETS m 11 p, ° a i y : 7) SEPTIC
3 TANK, DISTRIBUTION BOX, ETC SHALL A,BE MANUFACTURED BY ROlON00 k SON6
S n OR APPROVED EQUAL
. ...:.:
Q 1I el O ,lf+ b j=
1, t - - e) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAK ALL CONCRETE
i'#fT I - �. .:: � g- @ 'g� STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
5, 5", DIA. OUTLETS Cn10%. ➢r xawr a° DxvLmc \-~\ e8 t<VE EF
' -- qe auRaE • %ns rzPnvs P i 9 s„9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE CASKETS
rar.rmo _ m x ;
racw.a _ \ y. eawTaHaJ J OR ASPHALT CEMENT.
.. • • _•\ +" A591gA5"Wav AA Linro.T FILE
�g1q
CROSS SECTION VIEW / 'r t�G GY71"Y )
S 10 EXCAVATE ALL UNSUITABLE MAMMAL IN LEACHING AREA AND BACKFILL YAIH CLEAN
X p JUN 0 4 2003 SAND PER. IOTLE V REGULATIONS
` / 1 M aa"^� \ N o 11) THIS SY51EM IS NOT DESIGNED FOR A GARBAGE DISPOSAL DISTRIBUTION BOX ,p/` _ _ ,aa,� \ y OSALON;T.
NOT TO SCAL-E_- f : R Y - ----- e P°a OF, BOARD OF HEALTH STAMPS
1 9ma. Lr�XO"a'ew.w M - 1 1 ! 1) • ENGINEERS AS -BUILT
1 DES
•mAav WMONOxEu $ 1 1 I N 1 I PLAN & CERTIFICATION THIS SYSTEM IS NOT
1 o� DESIGNED FOR GARBAGE:
tD• ia"GF tV,o° STATEMENT REQUIRED GRINDER, WHIRLPOOL
OR OTHER HIGH WATER
wavnia Dwain I I Q a¢r maE. 1 ; I Trzrva 1 rar Tasmrc lyL DaP Ltrt;(11'IJ` A' 3 T• eJ-
5.
�eln
set
8 �.. I a 1 - "!° 0 c. U5E DF_VICES.
"°MOm \ o ay " rw,Tsroe w _ BOARD OF HEALTH INSPECTION
CHANGED W11 ROUT BOAPI)
a rar - REQUIRED WHEN EXCAVATED :. OF HEALTH. APPROVAL
`-A - _ - - -- EVOY __ LIXTL ROAD <' = /
knoMwta
Inlet / g,q9�pppp'� OF HEALTH STAMPS
Lar \ ara a:-e LaP �� BACKNlASH OFZ't/ATER'
oas ,ly., a•' -a Jllc Jllc \ PURFICATIONOR:
4 Wi ' \ ILTRATION DEVICES MAY COINS TPUG fION OF THIS
' \ / •� :
j NOTE: I) ALL. MUS LOCATED MTHIN 2W TO PROPOS@p
AOTBE DISCHARGED TO
SEPTIC SYSTEM MUST
BE
PLAN VIEW - \ %
S.A.S.. ARE SHORN. -
LOT
Z) TH LOT IS LOCATED IN A SINGLE RESDENCB
HIS SEPTIC SYSTEM 314 HE A°PRO'FA. BY THIS ORICE
COMPLETELO WITH THREE
20' tllo. cover CV)"
PLOT
B ZONING DSTRICT,
CMR 15.004(9) DoIS NOT GJAPANTEE
(3) YEARS OF THE DATE
-,PLAN
�
i a) THIS LOT IS LOCATED
THE
pROVAL
I' O'
ngela
IeH
d'wo1lc
r4. �- ;SCALE: 1 30.>. `�- i -1N A BRA ZONE T. t- FFFc6N✓ENESS Of ANY OFAP
T : ` _ - - /40 5) (REWIRED PARKING $PEACES PROWDED IN GARAGE. _ NS'AtLA?ION I,
' DAR MO fTH BOARD OF HEALTH
FINISH '.GRADE e) THIS LOT is LOCATED IN. A.ZONE 3. AQUIFER JMEA ct iJ
L ELEV. = 106.0
DWELLING P SUBSURFACE SEWAGE DISPOSAL SYSTEM
TOP of
d' Bv�,
4 s" FOUNDAnON Y BRUIN GRADE ¢:�,oa.so T� k-RO
�I OWNER: MARTINS RESIDENCE ELEV.- 107.0 Na=�' LOT 2 R (SUBDIVISION #)
1 j :SFGrs?eP�Lo1 MAP 45 LOT 10-1
r s' tr # lI 4 f FI k k § 5: 'SLGNALE��`' DARTMOUTH, MA
�r 15M GALLON
cRoss SECTIONMEW"RBNFORCED CONCRETE 10337 ,..: ENGINEERING FIRM:
SLAB 6EPTC TANK. .' 03 '....
��// ELEV. 99.5 10410
SEPTIC TANK 103.85 DISTRIBUTION R wam 103_0 SITE N_8,1�
GAS BAFFLE 10.315 P.L.S. STAMP 12 wWay RaFf
BOX aH• r r _ C� Inc. 008) ss 4m MA orris 6
NOT TO SCALE - • v saE v v
GROUNDWATER "".'--LEVEL: STABLEB ° OVI 1ICO2:50 L&,iu raw«.e�wl DmN..kly FAX (sx)eee-TssH` aap
_
AT FOUNDATION NNN
DATE: 10-10-02 REVISED 12-17-02
SEE NOTE 110 ELEV=98.5 LIMIT OF EXCAVATIO
ELEV. 97.5 IT
SYSTEM PROFILE
SEASONAL HIGH GROUNDWATER ELEV.,, DAN AGUTAR 97.50 -
ACAD NO. FILENO.
4