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10' MIN. --�'
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MANHOLE COVERS TO t� AS -5I Atte
EXTEND TO WITHIN 6
OF FINISHED GRADE
1►ygTA1_1. 2'
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GAS
17
I GAL. lu
i`" To
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LEVEL 74 Sot' 7F -P, S'rota ,
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PEASTONE
TOPPING
D.B_L_t
—� 3/4"- 1 112
_ 20' MIN. �' Z� �, iLI _LWASHED
J"`
5iuNt. ALL
' AROUN^ LOCUS MAP
ie
SOIL
PERC
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TEST
RATE=
LOG
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PROPOSED
SEPI IC SYS -TEM
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GENERAL NOTES � �
DEPTH EL.
Q
17. t4
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NO
– SCALE
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Q.�a
-ELEVATIONS SHOWN BASED ON U.S.GS. DATUM
12" A
r' oras�•r
5A►QD to y 2 3/1
SYSTEM SHALL . BE IN COMPLIANCE WITH THE
Su��- ��.
F-L�
AhJ�,-r�> �
, SYSTF.".r "PE SHALL BE LIT _'c C.I. OR
I1�.14
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Lo Rr1Y
SAN% la Y2 S��
a 17z
Tl�
v
0,7$'
Ec = 9.0
SCHEDt_ILE 40 P.V.C.
_THE 3OAR0 OF HEALTH SHALL BE NOTIFIED
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&00TaAr-r00- )tAAt,t,
�QHP,00T �X�Si, SEPTIC
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DI TLv
PRIOR TO BACKFILLING OF SEPTIC SYSTEM.
- SEPTIC SYSTEM STRUCTURAL COMPONENTS
TJRaK ANC.E.Ar-c-c
PrT. `rAta1+c 514ALL r3E
?c TMJ4Tt$mnN
A ��
SHALL BE CAPABLE OF WITHSTANDING A
-
91 ._._4 ._ 9.051-. Pt r 5 0ALL-
JOS Q,.14 I� � f��c,ocart.`� AS 51�Qw�. L�t�cr-I I
C 2 �� t->, 64 A a 5 L S R,t � 'Y K /4
i 23cam. S� �� L XLAvAT013 ANN) iZL"O �&
_.SOIL TEST CONDUCTED ON Apalu 24r I��� 2) 40 SAIL of �or_yvr►Jy� Lr�IEK Sr�/�1,c. T3
BY /-lvNT�W L-= "JG r&tE�,c t-./(� �5oc. SO SrAGGai; A5 5Now Q,
"i CrQGCs5�1) i37: LoU -azhi Pe_uty, A 3 Ca+.i-r2Ae 2 S�Ac.I.. �2ovrb . A So STrZt1 e01)
4E4�H /�)6-75T- ALL /a..tl.cQN1N 11ke (SAS) {o A t -)e T`t' .Of Z7
- A T)tREC.Tc:) Ty, Ttkc EN NESE .
EK t 5T T r.SU 5 no T EZ.c="�! 15�• t0
-�T
�ATCO �AS(Q C� •
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5�x1C. T/�a lK
H -10 LOADING UNLL :S SPECIE IED t�THERWISE
Z IZEQV�T 5�
\11� �1 �'`^1GE I`4 K.. 5� �C••�A77s,n1
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SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL
I'ZC-aU��T 1�
�P�iArJC� �� SE�C_-a-77b�
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AtQ1�
vItov1li)tJA�T`�`
W /� etc jz,A7z � Z !% t ►.1/t AGM
—THE DESIGN AND COMPONENTS OF THE SEPTIC
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t
b S 't 5 �`
��� /C�
H -10 LOADING UNLL :S SPECIE IED t�THERWISE
�u,
too 5-mQ
N7- �-rm%A
SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL
COMPLY WITH A H-20 LOADING.
—THE DESIGN AND COMPONENTS OF THE SEPTIC
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!``��ZtL rZ�..A�t>JCa
t
�o(Z �T �- 2 9
�j.0 `
SYSTEM SHALL . BE IN COMPLIANCE WITH THE
STATE OF MASSACHUSETTS ,SANITARY CODE
117- o�
Tl�
TITLE V, AND SHALL BE. IN ', COMPLIANCE WITH
THE LOCAL BOARD OF HEALTH RULES AND
0GKJ
7_ ! S
Z -
0- T5
- REGULATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
t LOCATION OF ALL UNDERGROUND UTILITIES ANo
SHALL NOTIFY DIG -SAFE (PRIOR TO
ST _-
-
-NO GARBAGE -GRINDER.
DESIGN CRITERIA:
IaG
TA�� toE REI.acA-t� Its. `
Z T�jf�Q.NS GAc►�, 5rf)E Ex�T � DESIGN FLOW= .
(>7o n10T�v
I ^ 4 BEDROOMS AT _ DA G.PR ! DAY 440 G.P.D.
REQUIRED SEPTIC TANK:
t -_-f— 1Ajj K 10 RC- MA1N ooh GAL.
SEPTIC TANK PROVIDED 1NC4(= GAL.
I SIZE. 01 LEACHING FACILITY' REQ.UIRED: `,i
DESIGN PERC. RATE - G MIN. INCH 0'7
SIDEwt,I_L L` z 32 + (r3 f-)z)=�(go
W S AAM)
c�A c. ' t , ® BOTTOM i3 37 - 4-
`.° SIZE OI• LEACHING 1= ACILITY PROVIDED:
=HEAL
EFFECTIVE bEpTH EFFECTIVE LFNC,T113!7 ..._ --►4',''' F F E GT 1vE W 1 D �N 13 I'
_.� 2
1
40 �%.� o T>otyvi�,y� LtNE�:
Zo oTrOt� �' �.a° CONSULTING ENGINELRS
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G �� f9' f� �%`'12�� . SANDWICH, MA, 0264 Q 15og14�� - s
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CC �� JOHN P. °yam S (�l},1 C 1. >✓IZE
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