HomeMy WebLinkAbout28.91 - Site PlanI,
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S! 7E PLA1� MAX, FEASIBLE COMP
j� _ j
.O Scale 1". _ 10 1.) No adjustment to groundwater dud
- """" of Lewis Bay.
r e CB Fnd Record Lot Area = ` T`}p-• S.r,± 2. 4 foot separation from bottom of
igen IIh1 f J p
'�.
m
® "W� (Held for Line) or ..d���..... Act fccility to groundwater.
3.) Assume < 2 min. 1iinch percolation
m % coarse sand, substratum C.
4.) Leaching facility 16 feet from cro
cl
g / 1 foundation.
5.) Ynyl flow barrier used to eliminat
potential
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t--- --1------------
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m.. }e'er -`.- •+^
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e.
o ��%
.e 1�
"b1.01V n. r��
'V ON WotEr i
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l
Scale 1 " = 60'
1
pore ,,_• � � . 1 �.-[ s� ... P .:. '. i,z ...::: :
!oyn �r ^/1j�♦ ��`)y ea !:d Tl •.:.
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717�. -Oi'L7 ----------------7% ----
7 --- -- °
cri
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v
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Xj 11 ,
�o h
Q) y I �S ab m , —i Existing Leaching
aQ O 1"-Si ttXtilYlel
y t F/• �- �[+'1` / e '=to h
TT'.'
e. �` +� sw•..,.t.:'i`n
o
cf_["i>c f , ,..d ..,: ,tom -- - Jam' H F/ Q + _ _.{� i-•=n
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JP
' TF'srClih••�,!-Y.. I.t�illt..- �t 'i ?�,Lf.��
C ARK' 1 i ;: ; g, i 6 7-2 1 -,x 7.e 1 "is A
of Concrete Monument (CB) ° C + _ s°e 1 !_
4 =10.41 N. G.V.0. ) `` `_._
�"� r + mr L Jint, -
ed on Town of Yarmouth ; J -7 Vii, —Existing Septic xe.n
ch mark 3) CB Fnd V/ T h'k to be
p : f
I (Held to rix ` `,``1�."+.,� j � / �' Pumped &Removed
Pl. Bk. 2.6, Pg. Ili)' � ,� .� 8 ; � — •.'
7 ,'A' ^l'-a�'r=t4 •...1 ♦` 't� �` 7
�♦ GMS �.��y,�r -��• e �. `/ � �" J � t,
°f
Yor
Y
Zoe
m u
10.5 ♦ sj" k
ev
O 7z >>
�T�,w a_,• tn9 17
ne: ............. ------ - �Oraiga tJT
elJ: --- ?r Per Yar 9e N0T J
nt: ... _...... - i rryouth nSta//epr
V. T:1n ��fiLkF'Cth=RtT �tr ♦ ------ - ``\♦♦ ` ♦`.` / \` �I` O0g �n9Jn• Oeot.J
`527 TFr.[7+G Mt'^1 of l_8D$ ` --- - ♦ �` ,i _ -
F'ER Cc'rtEP`�sY w*{ j. CB Fnd.
tet, i ------ of \ '
Wm1 ',ps.:M� {off ----- ------------
246 x n.9 �o,
- Tou;� Hater 11 10 ` O V /
CB Fn d.
; n, 1'7, , A,0111
00 EMIL OF SYSTEM (field to fix Bayview St.
Pl. Bk. J8, Pg, 59) Finish Grade 10.7-
Not
0.7Not To Scale s
30' Cost hr Frame and Corr Rase Po We to rrish Ovde ockg arneteIt.%st
Frifi Cede Bev= .e1,S riser; Concrete h'0,% or kkk mosmry.
Pump t4 e to el hei rlth I 10,3 Finish Grade ..........
• d/rm paeerd by a circnrY _ • •. � •. r �
,. s+y�aroh toar pomp poser �6• _
Elev. El�v. _
Max
6
Feeder Vote RoWirlRed Open lo`L 9" min. (0.f3) 36 max.
2' Scb. 40 P U 1 I OGstribution Line
seared cmtiaaudy upward
(See Plon) We rive 13 Slope 0.5 7-----M014 „ oci01' .,
� � imW � X4.3 E/ev. _ Elex = Effective Depth b... Base Aggregate ' '
Clerk w'ie 5 r ;P.. .1.0. ..../ . .
V. Elev. = Flev. _ ('(ANC1h431Y1 f:U�.1 2�i'
. _le .3�• t[eyrs knt emWs or e,�d T High rater dorm m r� 11 `1 ,O
11'
r+o (9 5:^ rs?le Pup aN Bottom of test hole elev. j .
`� " Distribution Box
aado.�mcvtedphrhrg, so'v!R Groundwater at elev.
ca6oa etc) DB�9
Pump cooW pond osd 1_-.i1... �f f P � Length p 9
dorm shill be installed
i 541 FL5 Fr+Fuc`� {�itt{UFCtToQ^w�A"t. m
=M°,(Zg: wtbin theb0diag. Leachtng Bed
try Imo.:. Pump Chamber
XCtze�-�rllnsl�y]�1o+414 (rs ( Wr
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