SEWAGE DISPOSAL SYSTEM PLANe.. -_°e;x , .'e, "'.H °/x .T+ m..= t St: :✓4 .?s,- ,2'Ie .< "...'; d
Ile
k%la1 1 ,
REM TA
Nk GOVN}t6 TO BB BROUGHT
WITHIN 12 CFFIRSIIED g
ELEV Ial.e GRADE ELEV=1
LSL:CPE::21, (MIN) I^ a FINISHED GRADE WEE COVER TO F.G.
4SCHE LE 40 PJC OR —� - HEADERS LAIDFLAT FOR2. 12 MIN. BACKfILL 2MIN-/B /2 aAGKFILL I2°MIN
' OR z SLOPE &'/ WA611IIJ STONE 2"
J 4 CAST IRON PIPE
3 MIN LIOIIID LEVEL 14 PJC Sr_ aaeo
INV. °`� R9 INV 9 INV= 9Lah INV 9b.13 ��-FFr '
9 PVC OR °a wy 9Lbz : ' 81 3/B� La+s 4
CAST IRON fi MIN ' • ` • ^. WASHEDSTONE OF
z SANITARY TEE LEYELOSTABLE BASE
z PRECAST CONCRETE BASE ELEV EFFECFN€ DEPTH - 1.0,
p DISTRIBUTION BOX p°L
a VN(LIWIp CAPACITY COMPACTOR" SHALLOW LEACHING CHAMBER SYSTEM
I,DooRAL ELEVATIONS MUST NOT BE LOCATION PLAN
CHANGED WITHOUT BOARD INs I
LEVEL srAeLe BASE OF HEALTH APPROVAL' L iP E s SOIL LOG.. LEGEND
PrELesT C TANK
eosTESTeo4 EXISTING CONITOULiS 40 SEPTIC TANK lESTRT NA._-.PITNo—
SECTION THROUGH 'SYSTEM a o PROPOSED CONroURS--�
I mu Nw :. ww�A � ,� - r r rt•soecIt
Itam to mm®re B. L.tme m.mamDm. NOT TO SCALE
oa1 if mmN(lneumIDleti1qtlB'l+asvWn1t1P gOI%^aI. _ C -
TEST HOLE
rNreuB; Pim0� �tue
Z'._ 2' —
fatb eumlMlu. ._
"I CEP 2 11992 "— — -- 3' - sewn, 4wcvst NOTES Et SPECIFICATIONS
� _ — gar Bf ceaAl.O-in firlyezl:A4 4' .
�salsvLR: asaz Bsmrue m®ar oLsvBm ]mnn] z�8�iis T.:?SOY 4'FYBus Ss.,o Ee av€u i3'1� _, -I IIyoo LLONSEPTICTANK AND 5 OUTLET
901L U'awi0g..�: ust uE ilZPt _ -: wr.'f4= r asc. zr�lys 5 5. �s�-arzar DVISTR[YJT`toM' BOX TO BE STANDARD DUTY PRECAST
A8 TILS.IS019diRQ DVtIny. Th¢ :R,.aa II. saTSL � 6CANCE£TE UNITS AS MANUFACTURED BY A. ROTONDO
_: 6. —_ BF SONS OREQUAL
PYvH CIS Cl Ths 1N - _ w T, 2 SYSTEM IS DESIGNED IN ACCORDANCE WITH THE.
Bi3ibD',NG ® ENT a WEGULATIONSOF310CMR15 THE STATE ENVIRON
g_ z :8' FI aa..ce MENTAL CODE 4N0 THE CRY OF DARTNWTR.
TOW. BftB100th 8 DETERMINE REQUIREDINSPECTIONS DURING
F.9' Oeu Ni-oawa' 1NfSTALLATION WITH BOARD OF HEALTH AND PROM-
PT11LY SCHEDULE SAME AS RECWRED DURING CON-
Id- 0 10' 9emt sn-T iTRUCT[ON.
4 THIS SYSTEMIS NOT DESIGNED TOACOOMODATE
I I'- fiNg S,wr(. I'-.vA1ER ♦t BLS Tom` AA GARBAGE: DISPOSAL SYSTEM..
t.or9 - LOTB-. LoT7_ 12' - SAND 12...5 ALL WASHED.STONE SH4LL BE: FREE OF IRONS;
CILAY OR PoNES AND ACCEPTABLE TO THE
41,Z8o sFc 13'_ 13' 6NKTMCUTH BOARDOFHEALTH
14 P¢=� �a' 14'. B SOLILL DI PIE STAN AR DISPOSAL AREA SHALL
JIDElt SOLID TYPE STANDARD PVC WITH WATERTIGHT
JpINTS
4tZt�i UAl'sW 6,V�eel-A dl:� -N.� lol
\ For; :DESIGN CRITIERIA
ew e4¢ses ZGaae: j a T�Is SySte, v P Ot Dasigned PERCOLATION RATE ? MIN.PER INCH.
Garba9 C
r r F.,orloz.° e VJhlri O DEPTH TO GROUNDWATER TABLE Iw INCIHES(DESIGN).
— Or OthBT High V P 01 GROUNDWATER ELEVATION 8F xsFEET'- ENGINEERS ASBUILT
-=- UeVICes. PLAN & CERTIFICATION
AVERAGE DAILY SEWAGE FLOW CALCULATOON STATEMENT REQUIRED
BOARD OF HEALTH INSPECTION V _ s�slx Tu 4 \ 3 BEDROOMS[AIIOGPD%BEDROOM=
REQUIRED WHEN EXCAVATED \ g Q 33� GALLONS PER DAY (GPDj
\ ° ."alb 3RuuMa�S �'9v.va SEPTIC TANK SIZING
,aoi occue I50%ADF=330x 5 495GPD 70TAL' DESIGN GALS ='M`>
V \ x a III 40' -Lo REQUIRED GALS: S 390
D FSR
�LEVhTIONS MUST NGT EzsE I,oao,cALLON TANK
\ 2 A CHANGED WITHOUT BCAri1�ACHING AREA CALCULATIONS DESIGN> REQUIRED
OF HEALTH APPROV1,,,L LEACHING TRENCHISI IZ) CHAMBERS
b�tit'w.alzlc: �:�KE SEP TN V.� \ u' k.Sb ,yp,7'IL�.I T=. SIDEWALL. I�LF 1_e EFFECTIVEDEPTH-h.5 x,5o
3A9/95 (n1o2cN S��E)�Gl£V.a �-fiLI.ED "/n �n¢AYEL - SF _GSF '�L GALLONS
r � � 11 _. BOTTOML x z.5 W RE x :_ IGSF= Aso GALLONS
41
° H SEWAGE DISPOSALIx
OSYSTEM PLAN
uP9-p- a-ti) �Roao n? id E�44a l.s �,ao F PI -
nTCl,w a 2e�o KonD, DARTMOU'[
9 A
ARD
40 w0 °P i , i
GEED �Ywoo -�/pwnLIE
A,
a5 eQ;8-Fs a NEO Si JosEPS�nMHAP€IR�_i? FRBT slew FN.tl.Rsez
_ LDrre Ie DAI TVI H,E�RISTZC A
PLAN R I SAIRI COUNTY, MASSACHUSETTS
SCALE 30' aYO5F`k OF
"*r° 49 - �4. ywlmw.gz SCALE AS SHOWN DATE-=J. e3ongZ ,
BMW OOI`f�-aE HE.S4jY,
" MCGBB fl
DES BYR Bzv✓I.
AIM aawe THE APPROVAL BY TO.O....E CHKDBY A� B.R.MDGEE' a ASSOCIATES 4?6;S34f
'vex<lppes� NOES NOT GUARANTEE THE 72 FALL RIVER? AVENUE- ROUTE 6
/y�py EHEcnvAATOr ANY ApPR'D B> r >�
INSTALLATION
REHOBOTH, BRISTOL ICOUARI; MASSACHUSETTS
ORRID101IIN BOARD OF NEALiH