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RICHARD
JAMES
'i E ERN , PEARSON. JR. y
No.17871 d No. 226 8 i /
ii 047E AGE7Nr AL
LEGEND i I ` "` ' D PLOT PIAN /N
- 100s0YARMOUTH, MASS.
E Costs, - — —Ca-- - —
"„°t"` 100 - - ;, , ALBERT A. PEARSON, 44?
Pkislist Sur*"era*Flow -- --... CML ENGINEER
Pit l rr _ DEAiN/S T, MSS. S9
- ocr. M. 1483 DATE Q47 t?evise. tarc.,1,1_ SCALE ALE / - 30'
l ;Nodtenrinedice has been mode 4.*is dfiCe as Ib
compliance with 'OMR going regub/ws.A,ner/ogdionn, 10B NO //2 QJ($r 4. D/K A o!a
.s rb OtOon such doter ,nolron from ooprop7t#s avtho#i,y �, /11,-/p, �-
u 9T / or z
' -- - - 24"O/A CAS! IRON MANHOLE LEACHING TRENCH xA /air" ' if
FRAME'S AND COVERS BROUGHT .
TO FINISH GRAVE IS NOT REQUIRED •
FINISHED GRADE -----
..•.,-I'', rya..u..l.,tiy •I . Li ,1.''ik9 i`i_. . 1 L ..i.4La..a 13-ihi_L4I4'1, ,._....i.taU ..�.
- • UW'ERFORATF0 LAIPERFORATED 2 q"PERFO T3D-_
PlPf-/ PlPE�• .1„IIB„TO 1/2" N64SHED STQME --
4.1 e" _ O C�O j L� -U Q
T _ _ __L.:_____I
g 6„
PIPE 1 2 �ly"g/4-TO I-I/2"WASHED STONE1.- --4 Ea v
S4N. ,� • 4"PVC SAN �� •------ a0 q'
TEE a -�- TEEE1e;v•B4O Glt)tl�_NaTFiq TABtF c"
/• . " _ .. ri 1 —:..-_--
Let 1413
TANK IS 4 b„ WIDE OUTLETS i lasso,',subsoil and a�rI WJJs maNrial,dc y,must be
/000 GALLON SEPTIC TANK
REQUIRED excavated 8 removed below me leactli arta b a
distance of/0 feet from-olrsides ofSie-NxNag ansa
DISTRIBUTION Excavate abrv`n to 6."below Me .Arfooce d the natural
For proper performance,septic tank Mould be BOX per`„sable sal. Backfill as squired with clean coarse sand
inspected annually and sV*"m.total depth d . and grovel, free from fines,clay,organic matter and
sawn B solids exceeds I/3 Me hove depth o/ lurge boulders.
Me Wit,al. llswr Mould be puna'edPROFILE HEGUL AT a,N 2/7 OF T I TLE 3
-4•'PERFOR4TED PAPE
2,. d8"Ta 1/2" WASHED S7ONE- •i -'n •
FIN/SH GRADE f
1
- _• ,l nil ..i� e,MND �
' — i DISTRIBUTION........9.1,7'4.
;i1 .— rn -. tO --'�
' 4"PER C$ATED PIPE NH 4/4"TO I-1/2 4
• WASHED STONE D
:,' ., ' i . TABLE NO. Or REQUIRED
'"' LEACHING LINES 4
ACHING TREIICH-X-SECTION OF LEACHING ING DIMENSIONS
LEACHING
nesswimirroeeasst IRCALIIVSINLL a araysrerarw INACCORDANCE II TNnt i S x 7.1f_
TANK .
snsaloasIV'rma s arnNtsr�rElwaorArersttcoeavirouulwrrvs 0 £
ew
ORDIITNIS OMAN MALL It ALLOWED WIIWONT ANION AIM+gAL 0'/VS arslC(.
W mYMpIDI S,INEEI IED MDR
ANN Aa;'Eassit rTiom. r o PLAN-L EACH/NG TRENCH
CAI WSW AAO MIDI It VERIFIED nsae m INE ONE OF �.av
ELEWITION SCHdEDC E ELS/ON
TOP Of fOuNDATION /L, ° LEACH/NG AREA DESIGN ANALYSIS
IMISMC.84SEMENT FLOP? (u n fin i )leJ) 12•0 .
FNWSMEDGAINGEFLOO9 /1//A REQUIRED
SEWER INVERT AT FOu,i64T/ON /3•7 ? SAT �r =
t SO%FOR GAAWASE SANGER R S_a__e—GPO
SEVER INVERT INTO SEM'TAM( /3•S DESIGN: z a a rase ma WLLENT
SEWERINVERTO IT CF SEPTIC TANK /3. 3 DESIGN IERC RATE-2.-AMN/INCH
SEWER INVERT IVT°DISTRIBUTION BOX /3•/2 8OTTpw AREA z /2 O.sF g /•O _ /4 o am
SEWER INVERT OVT Of DISTRIBUTION BOX /Z.9.r SV EN OLL AREA 4 //B ,S F x z°6-. -
SEWER INVERT AT Eng"c Ern f•il v6 rR r�N /2.3 3 TOTAL LEACMeW AREA, /6a S F w/CAPACITY 0f2 D
• ELEVATION OF'GROUND WAIF TABLE. 04SG-S) •9.o
-E'/e✓,"G••a••nd (..h4Cr(4.0i Let 3) Cvsas)' S.o C✓ie)
.73 L EXAM/NAT/ON REPORT
EXAA/NIWT/ON TAKEN BY C,�,j S4orf 6. ow 9 /6 /9 LLAAD WITNESSED BY J• Itl Aorta/a/ BOARD OfHALTH
Lo T .LIU-
TEST PIT NO 2. TEST PIT Mee / /,9R/17Oe.'74 /v1.5.S
6Ho,IM1OSLf4 EL 12.8 GROUVOSii.. AAEEL./3.0 4Ur z.5‘, / cv/T Rani), A/)/17#
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°
L.osKs
i i Iru,•/ ,,,r, ..CL.isu./ ON-S/TE SANITARY DISPOSAL SYSTEM
— .-.e 2 _ F,7,�
2 r,�
ALBERT A. PEARSOV, JR
Si•,d s.2„d CIVIL ENGINEER
4 _ _-_..._ 4 -.--.-__-- ?E LOWER COUNTY ROAD OFNN/SPORT.244SS 02639
clean C/ed r,
6 'T r�Nea/. O 6 • Med. . 0
& h.1 e 'cower nra>MtNNW a" NISIL MAIMS owNeNWINsMr
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/2 - - /2 ' C ALBERT A. k
(a PEARSON,JR.
/4 /4 No. 22618 00
PERC. TEST PEIIy1C TEST �' j Pe �2
TAKEN AT FEE, TAKEN AT-a—reET •tE�/O,+ST(AL ENG ��%/
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