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ELEV-= _ I GRADEFINISH �\
r-
.,.\ COVER JOINT IN
HEADERS HEADERSLAIb WITH PLANK 2"(MIN.) - '/g"- 1/2,, NOTES
. e • •' e�.� <` .. �� q" FLAT FOR 2 FEET INV= Gi,
& BLDG. PAPER WASHED STONE
c1 . 3
= SLOPE= 1 o ,e "_ l y '� THIS SEPTIC SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITI THE' RULES & REG-
Iz
-- 3 MIN. „ ,
a._ 4 PV:, IPE� SLOPE 'P PE /A: 2
----R-- a e a 1� ■ ® ULATIONS OF 310 CMR 15 (TITLE V) OF THE `COM-MONWEALTH 0€ MASSACHUSETTS
E LIQUID LEVEL e. 4 PVC W SHED STONE
® AND THOSE OF THE TOWN OF DARTMOUTH BOARD OF HEALTH,
EFFECTIVE DEPTH = 0.96'
= Cl i .• :. INV= Qi8`�1 ES'
— PVC OR � 7� . a o .
�- ` THE REQUIRED INSPECTION SCHEDULE DURING THE PROLES OF CONSTRUCTION SHALL
• CAST IRON ON �— ttsv=� L— 6" MIN. ' G4 r lx L A%CJI i T
C S 2 - BASE ELEV. BE ARRANGED BY THE CONTRACTOR WITH THE BOARD OF HEALTH AGENT PRIOR TO THE
i SANIT
ARY TEE
w 1�/AL,t» , WIDF- 'K tt L014 COMMENCEMENT OF ANY CONSTRUCTION.
FRECAST CONCRETE LOWDIFFUSER CHAMBER
• _ - - V -� = 93.�}' 1000 GALLON SEPTIC TANK, 5 OUTLET DISTRIBUTION BOX AND F
TANK LIQUID CAPACITY
3 DISTRIBUTION BOX - TYPE L - 4 X 8 UNITS SHALL BE STANDARD DESIGN AS MANUFACTURED BY
3" = 1000 901. , y80N # MUST I NOT ROTONf}0 &SONS, INC. OR EQUAL.
L_.-
CHANGED WITHOUT BOARD PRECAST CONCRETE LEACHING CHAMBER. DISPOSAL
e
ALL PIPING OUTSIDE OF DISPOSAL AREA SHALL BE 4" SCHEDULE 40 PVC PIPE
. ... - ..: -.. _:•_.., + W1TH ALL JOINTS SEALED WATERTIGHT.
OF HEALTH` APPROVAL
PRECAST CONCRETE ALL WASHED STONE SHALL BE FREE FROM IRONS, CLAY OR FINES AND SHALL BE
DEEMED ACCEPTABLE BY THE TOWN OF DARTMOUTH BOARD OF HEALTH AGENT.
SEPTIC TANK
THIS SYSTEM I-S NOT DESIGNED TO ACOMODATE A GARBAGE DISPOSAL.
THE PROPOSED SEPTIC SYSTEM IS NOT LOCATED WITHIN THE coNE OF INFLUENCE OF
TYPICAL CROSS --SECTION THROUGH PROPOSE SEPTIC SYSTEM ANY MUNICIPAL WELL NCR ARE THERE ANY PRIVATE WELLS- LOCATED WITHIN A 100
FOOT RADIUS OF THE PROPOSED SEPTIC SYSTEM.
NOT TO SCALE
DESIGN CALCULATIONS EXCAVATE ALL SOIL ENCOUNTERED DOWN TO COARSE GRAVEL `�/ COBBLES LAYER AND
AVERAGE DAILY FLOW OUT TO 2S FEET FROM ALL SIDES OF TRENCH. BACKFILL TO ELEVATION `' 8,5 WITH
CLEAN COARSE SAND OR GRAVEL CONFORMING TO THE REQUIR7MENTS OF 310 'CMR 15.02(17).
PROPOSED THREE BEDROOMS ® 110 GPD / BEDROOM
= 3 X 110 = 330 GALLONS (GPD)
- - 176.04'
SEPTIC TANK SIZING
C; This System Is Not Designed
� I THREE BEDROOM DWELLING REQUIRES 1000 GALLONS (MIN)
For Garbage Grinder', Whirlp®I
� 2 009/iCe�• LEACHING FACILTY CALCULATIONS
Or Other Nigh Water Use � TRY: 2 UNIT CHAMBER TRENCH w/ 3 FEET STONE .ALL AR�jUND
(g� I SIDEWALL: 64 LF PERIMETER X 0.96 FT DEEP =
GRADE `-1
61.44 SF X 2.5 GPD / SF = 154 GALLONS
TION = 103.0' j BOTTOM: 22 FEET LONG X 10 FEET WIDE = 220 SF
220 SF X 1.00 GSF = 220 GALLONS
DESIGN TOTAL 281.44 SF = 374 GALLONS
DESIGN = 374 GALS > REQUIRED 330 GALS OK
k ` ` `
,., fj
Nr %aI l xas ;Job
� � {5nn7 at-
• IF f , Job .... s ante: E�, /`.yam• ---- ` n:-
• /�,a�rtc {�^�!l Q99 �:9_ Job 1: - - J I Date: r': =/?J - {•-^91 _960'28: ,-r-`---._......_ .., , .;er,uw.„�,. new .:: e1 L6C�t1Ott"
viC rC 6a. ASr
... ,cn+ . �„o..�,,. w oue:. Loc�ta ., ' ,r`% ' jd !`' t W
r•, erK aaE-S _ I Bather. a
----._.--_._ _ EStiJ�ENG:`+EFQSu,C ao.eo.,m,.,v„o�,,.wa::,s, Location: ,v...' i'- _ - '- TEST PIT..-FICLD,LOG
• W LANDS-: - , TES LET FII.LD • _ - -. q- TL.^,T PIT FTELD LOG Weather: • :,. u, ° Le1(s i. n
••• e //E✓ ` ' — l .nt Pit No-: f�� LOfIL— Scientist:/�,"
�,AG L E '- _ _ -
• j st IPit No. - •3l La f !4 Scie ."`s'c. C�� le"
/
•• j I en. Pit No. 1y2:� Lnf %9 Scientist:/1 is" e Surface £Lev. CantrSc'or' :•I�f �'!: • ` I
• 5 F conta�c-or: /J i r
Sur`_ac^ Eleu. ; Contractor: / � _ •�� 5ur�ac�e EleY. _ - ",• % °`,: /
',. - • : _,._. Datum �.Qt(ijJt7len'C: `
• � — Datum;: Equ iFnen t :
��OP SED • Datum: Equipment: Groundwater Observe tions:, pT.'"If— Operator.
" • Grounct}vate-r observations: L✓n Y r Operator:
• LO Groundwater Observations: . '� Operator: ��.,/ r i Witness:
�� J Witness:
•-1 r % ,J / Witness: /
4 • Depth SwIa 2�!-4at oti
Depth ! �,;l �•.� � sarole I cxs�mt/�,.�,es,t3 1 I �.�. � ��-�,�_:.�-T,,�ts l '
•. ` D, th I Soil Des._'---mt.. .S sale I Ct ernt cn �Camr is )
1 •••• � I
o LOT 13
~�- �}i o f
1 /I... • L l J tJ� QO � / : r •� r
O I _ // j' .4r //mac .Z
a •'. "'� BU ER ZONE � L �- J w � uo
yt
J
�.•
•� SOIL ADD WATER TABLE TEST DATESf���
.` 0
PERK TEST TAKEN: 4 / 2 / 90 BY: TOM DALEY, ATLANTIC ENG. �/i Corr/ter
Os f PROPOSE 3 WITNESS. BY: WENDY HENDERSON, DARTMOUTH BOH
3—BED OM
NamLING BNA4 WATER TABLE READ: 4 j 2 /90 BY: TOM DALEY, ATLANTIC ENG.
WITNESS. BY: WENDY HENDERSON, DARTMOUTH BCH
r
29/
5 J !i
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WATER TABLE DETERMINATION
fy v E TEST•# GROUND ELEV GWT ELEV
--_ Location Sketch
1 _ Perc Test Results Pere Test Results
N �. mat f n n Location Sketch
s -. ; ,,.. + Pe;c Test Re�uit.,. Location Sketch _ p
N A 99.3 9 �. 8 Prc•�oak @ ,T.�z £ln ��� �-�: '
302
.PQe ✓ 1 '6; Presoak @ Elapsed 9-6. 12' @ Perc `fate: 2 ar
104 - f p /� Presoak @ Elapsed 9 G X.
i ..r F •� B /� �J 3. "1 ; Perc Rate:
.o-.fs` �/ 30 2 B 97.4 IZ• 2 Pera Rate:
SEP_7- N s _
y TP # .102
x, w m: ��44 102 97.0 90. 5 9 ' @ TP 302 B @ �
TP 302 A #
D BOX -�
6, @
2z; , SOILTEST RESULTS
t-ACH--
/NG —
PLAN
. �✓'ARIf:z SEWAGE DISPOSAL
SYSTEM i iMl.iN
INCH ., Ea,�� -:.._ I E WA E
7 ��a Cf�'AMBE T H - � �� w SAL
,n 2 _ 349
_ dD
,K IN POLE �i
- B. 0 H. STAMP P.
a.
'J�L76. 1' = 100. 0 APPROVED
- g s
BOARD E
�....,,,� _ � - CLIENT:
yr
ILAKept
`\ E rCE.
T CORPi �e ` ,Y w �.. /�-.',. ;(` ! i .." �4.._- _.,. s .,.. y,, .. ^ `,.:: , Y� M.. 0� M i� • V 0 . •i
1n Must BeP �b r I� r, - INC Dais —30_ ��. FL.IEMING DE
49� Gltr Drawing ADC �.
ire �E r;T -�. �7 9/ _ ,a H MAIN STREET
n � ,; } , , .` } 1 - ,_,� .,_ .. Q � --��d • .� -"` _ � NOR;
During The �,
dlCi6r� 9 . iAL
. 822 ASSACHUSETTS
�t The Building , g By ,�
!.' _ � �'`• ._ ,� -; � , t D :: A.:�� R "_!' �bp,. �;a = ��_ ;; t" �. ° � FALL RIVER, BRISTOL COUNTY, M
PrcnTM 0f This
arc, z . r -... , ram* TOWN o DgRTMOUT
.a ENT b --- t c t, �1 Y E1 GINEERING, INC.
1 :,_� ' PART> . _ �,e ,� '" _, ------ v BRISTOL COUNT
EED READ I ti
.;, = I ,... ;y �, ro essional Park
_- „
�rt,�1�;�tI1 Swansea
Tu�ti6i �f �, % _ E
LEGEND . F A Y� s + : o = ,. H hwa - Route Six
o r , I� { ,w/ _ R. L S. STAMP 1010 Grand Army 9 y
,M y+.
B. TE5
-----
Swansea Bristol County, Massachusetts 02777
EXISTING CC.. ,OUF p t ti E t -t
2 y
'�NAEA' AS -BUILT
```�,, ,. q �' CLAN & CERTIFICATION cy
_ _ . �, n
_ t
gs SPECS.: FRS PLAT 66 LOT -�--
PROPO _: .G �T0 e 1 Via., ,.a.,t j ;
b, . ; .3.. _ STATE UIRED
� � °���t{ ASSESSC
G` ,< p 1;'1115 Buriv�an ommrssroner \ !. t... trw,., j,.= .<° l -,� ,� } (E (Tj� CZ.# �T • ,•�Tey 9 • _ - "I V,—upfHe ^ >' f i V y
L 1 w
1�t r LL: .,-n<.: THEAPPROVALBY I F ( DARTMOUTH MASSACHSETTS
FEET _ 1 _ .: �ftEi-[' N
F : c _ A� 1n 2 8 1 - - GRANTEE THE arz D,
P R OP E , E An $u11d g = s�. - ��E • ..,; DOES NOT GU
REED ROAD,
ea t •e ._ ,. 1d S OF ANY �, a��4
�. N — — —®• ynbmitt •n for i ct� , EFFECTIVENESS :
_ _ i1 g q s Pia _. __. r Contact Person: MICHA-_L E. ZIOBRO, P.E.
30 60 WETLA. ', _ c rr G L. , - rlor t® 1, INST.._LATIOAI
Dept• P or Engineering, Inc., Swansea, MA
• in,FeCtlori � DARTMOUTH BJARD OF HEALTH �_- �:. �-� . �i �./ .Address`• Bristol Coun�tY 9• 9,
ndation " 5 MAP
LIMIT Cr ',CC' i~UFI-== ZONE ......................., a fou - LOCATION _ 9880
er c®n,$ruc$ion • Tel.: 1 - 508 - 676 -