HomeMy WebLinkAboutEngineered Plan - Rev. 2018i
i
{
is
4
I
._._'�
s
AU. -Ie
s' Zoi
.,W (4,
-'
El
.ASSESSORS MAP:.I / _
I
TEST ; HOLE LOGS
PARCEL: -7q
C 1) The installation shall com7� Willi Title V and Town of of
FLOOD ZONE: �Board
SOIL EVALUATOR• I I i
I [eal!h Regulations.
WI TNES
TE S 2) The installer shall verify the location of utilities, sewer inverts and se tic
: e1i1 Dl�l
DA sen
tic
prior to installation and setting base elevations. ,
PERCOLATION 'RATE : 1-14 1
3) All gra r footTh r
gravity septic piping to be 4 inch Sch 40 PVC at 1/8' pe. e first
two fret out of the d -box to the leaching shall be level.
_ 4) This plan is not to be utilized for property line determination no i
•. " TH f TH-2 P P Y determ r any other
ha _ A purp03e other than the proposed system installation.
to ! - 5) All septic components must meet Title V specifications.
-!1-771 6) Parkir.g steal l not be constructed over I-[ 10 septic components. j
10 R7 �— 7) The property is bounded by property corners and property lines.
8) The property owner shall review design considerations
ti _ design flow and number of bedroomstobe considered for design.
ign. Receipt
LOCATION MAP ' ,�
p
of payment for the plan and installation based on the plan shall be deemed
o7Z XG A4 V 76 54901,- 0 �� E 1� I NCOapproval of , .�esign flow by the owner.
►� — — _ _ _ G�9) The existifi jeaghing or cesspools shall be pumped and filled with material
er Tine V"aban onment procedures. Those within the proposed SAS shall
���lr>i7E _ . �__� LL � GGE►gc..,/ ��`3+^-��, __ _ _ _ _ _- _ : _ . _ . _ � � _ P P ,
P P
ted soil an aced with clean r
be removed alo}rg with contaminated d rept le sand per
- -- l0 specs.
�1�-i✓-_.�--�x�—'���.----------- " Y� Title V�
Benchmark: catch _ ! 10) System,components to be 10 feet from water line. Sewer lines crossing the
Benchmark:
Basin at Elev. 4.6' "t- �'-_�v�_�� I water line shall be sleeved with 4 inch SCII 40 PVC with ends grouted if
applicable. The proposed SAS is being installed below the water service
line. The line is to be sleeved as aforementioned and maintained in place.
SEP) C SYSTEM DES I GN 11) If a garbage grinder exists it is to be removed and is the responsibility of the .
Dve
r owner to ensure such.
Ca e \S\ e Q4 5.04 FLO,V ESTIMATE 12) The installer is to take caution in excavation around the a '
p l _ gas line It such
exists.
.05 8 5.42 5.03 hEDRO . MS AT I� GAL/DAY/BEDROOM - GAL/DAY 13) The instn I,er shall verify the location, quantity and elevation of the sewer
4 plantings
lines exiling the dwelling"rior to the installation.
I j
SEPTIC TANK " " 14) This plari" is representative only that a system can fit on a property meeting "
Title V requirements.
-�w 05
B 1 , _ \ .• TO 5. I r� 1 GAUDAY x 2 DAYS GAL y
-= `--
y� 1
UP 5.43 �, I USE: GALLON SEPTIC TAN OD W �' NCO -- IftG.l ' 1
7g _ !,
X 5.28 �� 1 �`� TM 98 i j ,,j/)t��—/� s t�-,/ {�'l '•-~� �� �, - ��!� I�j- - l �. r_ �Vy�ty�..'L.,�. QW -
5.66 5.66 l i21V�1, • 1} 1VA
PoX
Paved ` '•ASORPTION SYSTEM 1�
Pa �, I i; — •LIQ —'r
6 11 Drive 12" MaPI M , �� - - - -fir _
_ - x r
X 34 _ NOMI .r'toi.� �Z 1 COG}y.�i`�401 Wa
J51'_- .. ►v�
5.78 _ _
6.22 I� OI%(I l� -`i' 4 ``' . `�?! y%,t1 Ur,t
•
/� I kV ,, by _ OH Wires _ 5.18 It i[i�-i t t �J i- �}i %� r ,! G I„ X' b 1 7 T �! 1 i n DAVID n2 o s �y
_ `' AVI
B.
I)M
' 1 \1 ` Garage C 'I'D 11�{ j I: " MASON G �o�� A H E
c� ►� i
1-� (Slab)�T^ v No, 1066OJAiA En
Ex ng Dwelling' `
X
�7 L ��'"I �I�OV� �1 W��J1�; 1 y�..�,•,�-_� p c�. No. 26348
_T_o dn. EI. 7.3 '
5.91
j SEPT I'C SYSTEM' SECTION_Go
1
C � I
4 D k Sunroom ' 1 Uwl±�
2nd g ory eo Sc 0
4 asline 27 ,
i 5.95' 1 R`liy -._... W i►I
5.56 x .73 f IIe1 1�t� );.(o�
. L
L t 24 i j t t UGC �!I Z1 r -
_ 4
1 ,007f SF
11 r �1n/'ti�t7 ' 1 1�f
5 ' 4 j 1�21ci.�, � ' _ li-{' ►iV1�:JK-._Viet• t 1'
5.26 �ylf4 IV i Cl�f�1Wt� %�. GAL -
D
t =i.
�%
q �� r� i I
5 828 1 iI T/VV�i7i /�
--SEPTIC TANK s 3:0� c 01of /-A"Di.
Permit valid for .611?PAllt OF SFAI IC SYS IF.01: - }% i ��f,���
4.67 Y due to State and_.J.,iCal ticiitic variances. `W�t I�tiD'(RNY�-�Qp��� I '(✓�P��v'VrG
ONLY, _ fi
High Water (on s Board of Health re WN al,fjruval is rryuirrtt for
��. -
'I Ilq�
Bulkhead) at EI. 2.4r o any future- additions/ren+,�atiuns/alterations to=./��V>✓I Dr (�J
al e taciliti6 anti/or struchuLs/dwrllinK.-/—t—�-� ti�
5.07 f.�. Tf►i^1�`j AN� �J ',
Dpi �T T
Yarmouth Health Urtiartrr,ent �,n
., gg AO V E 1
l '
D Flo
,
u
l ..
-lam S I TE AND SEWAGE PLAN
•
' --- -
.=----�' :: " � SLOPE OVER SYSTEM Name ;, . ,Z -��;--�—,---- L )CATION
I -Da(e
YxL " _ k
I
A• LOAM k SEED .:_. - _ •� J
s „4-
1TDeryose ��ry�yy'�!_ '/`//1yj�tu, ��/1� V� h
9• COVER Pht J., S (i—n'�•1Ai �. �. •W ✓' V� • •" `K. �?00 PR/�-11 � � �J
ARIES P. Gl' _� J _ c - — P [� E P RED F 0 R .
M l e• t G ._
PFASrONE
G COARSE SAND BACKi,LL AGNNSr
wnu
IO NIL LINER FROM TOP PVSrONE/WALL —_ -
I�`I�,I• (AW�'�ol� ]-ty�} t� �
/ TO tY' ONE GRADE l.i•..:'~� '�V cv%� 1 I t
O y I KEYSTONE OR EQUAL RETAINING WALL UNITS �1 I 1 , - 1•V _ M 4.._...,� —
1 r •I \RWxr SET W.UERGLASS PINS RED. 6")(30"
PER R r �j n� G� -_- u
6•X30• rced d Rock or 1 w mb •'Gam � �F, ��%�� -CIOLT MOM K* I �� RE
Uaretnforced Concrete � t � �.•a
Leveling Rod reQ .. _—_...-..."_...-.__._ DAV I D B . MAS 0 N ; DATE • ..,.1 7,A
zDKENV I RONMEN�TAL IDES I!GN V
Z ': RETAINING WALL CROSS SECTION
W NDTTGSGE EAST SANDWICH4 MA
DATE HEALTH AGENTHEALT►-I DEPT.
( 508) 833- 2177
wq-, GHfiu
._._'�
AU. -Ie
s' Zoi
.,W (4,
-'