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BEDF 0011�
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MYR OF DARMM I BUILDIRG DEPART
This plan, has been revieved and accepted as a record copy of York f
proposed to be perforred in corpliv::e vith 78@ CBR 5th Edition. 4rpS �' •� t[t■1,
r •. _ - The omer, applicant/agent and/or architect/engineer is responsible 0 �`
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for insuring final corpliance vith the above-rentioned code not
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Withstanding any errors or omissions in the record plan. AnyOf � •�, z
change in ogner, license contractor ur engineer rust be reported to Py ;-� ! x
aIA-0100-0
this office imcediately. An change in plan rust be `+ ! . Y g p submitted to � •
this office in a tirely manner. Signatur date 1►'����
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KITCHEN
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BEDi :OON
LIMING DOOM
' 2'-5 11411 _
F�'.ONT ELE\/ATI ON
This System Is Not Designed
For Garbage Grinder, Whirlpool
Or Other high Water Use Devices.
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1-iOU1BOARD
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TOP OF P;. r I
� FOUNDATION L
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ELE V. 7.Z3I Its,\„ FINISH GRADE
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D'1000 ISQ LEVEL STABLE
• 'p'=
• Note: 1/4 per foot
:- GALLON CONCRETE. BASE
slope min.
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•. SEPTIC TANS:
C DISTRIBUTION BOX
=ii77 LEVEL STABLE •�01
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TYPICAL PROFILE'AOF SEWAGE
Not to Scalc
Note: Discrepancies of soils or water table durin construction
9
must be reported to the engineer for inspection.
N oie: Any changes to this Ian must be approved b
- ; P pp y the
Board of Health and the Engineer.
DISPOSAL
SOIL LOG-r-P pe Ja
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PIP
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C.I. SAtiI. TEES �r,x 3i
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Weldca skeel wore
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TYPICAL SEPTIC TANK DETAIL
Not to Scale „
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a
MERICAN PRECAST or approved equal
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TYPICAL DISTRIBUTION BOX DETAIL
Not to Scale
AMERICAN PRECAST or approved equal
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FLN� 8: CERTIFICATIOf�
STATEMENT REQUIRED
016 '. 4 SOH 7� �•=2�oRcS`c�
�1r.1lT -1ru 1L 1JGN(n'C1a
114-
TEST TAKEN `
N S P E i C T 0 R s• Gt E I -Fr to fl;
PERC(DLATION RATE-- 1'' s ",%_J
SEEPAGEs
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GROUND VATERdw Q!2" FL, 1v7.� %ice PCs
DESIGN DA7iA
•
DESIGN FOt
ESTIA?,ATED FLOW P4/a!Ea
CALCULATION - -- = �"7.5.r =
NS -i� S.Z.L 4Co• S �. �1 2•711r�5'ae..
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ellt1 S. 75 9 �,FI � C� <,.. �S�•
LEACH A R 7 A
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GENERAL N OTES
I.) This system is designed in accordance with the State Sanitary
Code (Title 5 ) -and any city or town modifications.
P. 2.) Engineer arl Board of Health to inspect sewage disposal
system befoire backfi11;
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3.) Elevations b-ased on datum plane.
4.) Distribution to be capped pipes Aped of outlet.
5.) Locus being
6.) This system t e m
y is not) designed fora dis disposal. garbage p I.
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7.) Leach area Ito be excavated to elevation
I0&1lt.0*- and
backfilled ith clean clay -free gravel to bottom of bed.
a
PL A tV LEGEINID
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4 PLASTIC P IIPE (Tight joints) o
9 j �� SEPTIC TANK
4" C . I, PIPE (Ti Join
htts I
) C7 DISTRIBUTION BOX �
- - - - - 4 PERFORATEIJ PLASTIC PIPE TEST PIT
- -_5� - -- EXISTING CC)NTOURS gM _I: BENCH MARK
5� PROPOSED CONTOURS w W {
R
VE LEACH AREA D D
RESE AIN
INE I
WELL 31993
4._._..__.___ „ , B. 0. H. STAMP P . E. STAMP
0.
J/ -{1 4 1
° - -- t e • . 1 r - i j GERALD �G
F•_ - E __i_ �•v - MICHAEL.
t;r0*�' j /? v FITZ(?ERALD
GIST
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B.O.H. NOTES P.L.S. STAMP
SYS TE
- . iHE AI'PRO'VAL BY THIS OFFICE
• . , � It NUI GUARANTEE THE
Note'. CJverdig. limit (311all �,}:� -extend �� fe�f
' EFFECTIVE,sEss o1= ANY
outside teach area, and excavated to INSTALLATION
ATION
elevatl on iz./i and backf illed will] course DARTMOUTH BOARD OF HEALTH
i
SUBSURFACE SEWAGE DfS--P
G L V�~ IN T '
0
5 w • 9
FIR M TITLE:
FITZGERALD EA]GINEER-ING
SPECIFICATIONS
CON'TgCT : GERALD M. F
ITZGERALD
ADDT RESS ' fox•_.Aw t%nA n 07vw%A 1 A A� A11ri to K 1 , ^ i^i _.,
• C HURCH S THE E T
MATTAPOISETT , MA. 09739 '
TEL
PHONE 758-3823