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12'
I/asha ed 112'SYST.EMM_DESIGN
ZX. wastone
� /Design Flow: 3 bedrooms P gal/day - 3 gal
?X3
o4
-1,1 2 Sept lc Tank: gal. x 200% - ��o gal.
S+one Use 1500 Ga I . Tank
Leaching Fac i l i il' " / % �/ '
� l� (� ���n��i/•'I�Oi' �.iJO�I Ste✓ l
Bottom: /!7XfS
S S i des : z�!/7tfisJ�Osa%rpxC7lG/`= 5`/ �a/.
I FI FV. !f s TOTAL Gal .
Adj.G.W. Note: Garbage disposal is not permitted with this design.
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Use 6" crushed stone ,, v /vh�
under Septic Tank and
-gas Dlat. LOCATION MAP
1500 Ga I . 1000GoI Ion Box Leooh ng Fao1I Ity
Septic Tank Pump Chamber fa/1; Assessors s Map 33
S e
P G//T� � Parcel 234
MonoI ithic Mono ithic � Area 7,500 SF
SYSTEM PROF I LE_
—
Not to scaleI T" AUGER HOLE TEST HOLE
EL
PUMP �oc.,,�,'o��% ------------------I��" ° 6.5�—
N I— — vrly Sad+d
11 Submersible Pump-�.irir�r. f 9� j� %'v-�i`- �{'�/�l�t�/ /�• Affd
2.1 2' Check Valva - Coet Iron or PVC H,�y
eet In horizontal pami Ion -
31 Alarm Panel
41 Pum Chamber - 1000 Galion Tank withyG_ /C� /
Pump concrete manhole. ��na%yc0 / �i�(G , �/.Ql7JdG/_' JnI':i �/-1 ptI-f s"M f!'!.1: �' j
51 Alarm in to be on o separate Circuit _ _ _ .// '
1t•`— — ///7,' �'.',•> { Gl;t �' /✓s-z.?�
7. b
From the pump. = c G s
- —
61 Piping is to be 2•dlam. PVC for force main
and 4dlom. PVC For gravity pipe. Inspection Port Detail /�'lC� ' '-Y'�C/��'~�/^/ -
� �,� d ,ra fel Wider-
7)
ctier
71 Pump Sequonoe: / fh. 7"4)% / :^%��i, ..c. �nrl (Sr/� �s 1� — '
a) Pump of El. i'.6 // v
b) Pump on EI. FiYt2 Jan•�
G/
a) Alarm on E1.11 j- /%'O�f�ifiti../.,,.,4� i_wz 54.1
/2o.r
�� �•-�fa-.�,-' ., - .- - '.._"rr Date. �/� � �'-
N
DATE: 41904 2:oop.'j
PERFORMED BY: Z Oac�d
=s,�PZNOFMAssgo WITNESS: B, ui ur la Y
nN ti _ NOTES DESIGN RATE: {2_ mir+./in.
o j
L
�j% a Itz 000 2-p1VE raR Z6Cv N°.294,7 PERCOLATION TEST
G5 /Lo 9FG�gTEP��Q EXIST"� �=SSPOOLS ARE TC EE PUMPED AND
ssrora.E�� B°= `" LED WITH CLEAN P;LL OR REMOVED. CGGaI?OrtS 6� Waf2N GLf 22 Fi �aVe`
/S //V ZONE A9 (FL. lo) Sill -s=' = N .Edepth irr l rn'In qIr C" >
UN SOILS ARE T __ REMOVED FOR
5' LEACHING APCA AND REPLACED
mrP,0"JED FILL M A coIAL. k�a�e ��min.�incL!
,.r1O//7.- �i/���a1i�'s W 1 A, Pt
��' G>ilG/D % ' . '' DES -E"I' 'NEER TO C- I T'' 'HIES REMOVAL G ROtS AWAI ER �1DJ 1 Da��: 1°.4 �sP . 0,-')
r��G�c
- - SYSTEM INSTAL I_ ° :.
�rI N„EER TO CEP` 1 G' SYSTEM INSTALLATION Ground waiet Fn '313..
ppEg' VI n BACKFILLING. (ndea{f�ell.Ai!(U.Z��Ltat) Cs/D4-�Z,4: 'l•3�
s (00 D 15 _-' ON BOX I S TO BE +' A T EP, TESTED AT
00 T rc THE BOARD ^L HEALTH INSPECTION. G/cam`
/ r /r/ �sGo.lo ALL tr_e, n I STURBED BY Cr'!S ;PUC 1 Ly
T ON ARE GRO DWATER ADJ .
� cc r_ -ADE E. D AND SEEDED. y°,fieri
�s a�. s �T- ®_. e T _ D LOAM CG': .
' Groundwater Found
d;_
Elzv. 1L' rce me•+ f �s to overlap
7)Correr reli�fo
1 ndex ale I
nfCrrof pal/ Sur4acc r� 10 �' Sealed y 1
O ! W.+h 40rrr/r4o/yJrnyl barrttr• Zone/ %G;�Y/ ��,�=7 /C/ �/�ev /am J
�s.� /'9 ke ,va/! i Foo/iMfs
9 E /naerf�oc, Add. G.W. depth =�/. !1/
u r �f,lr, . r /z sr,. ieinf c /
/D _ 17 %rI Ctr• ho ins ♦ !JP pMCn I M.r.
7 r �P1 rr Q°� i e rr� f : t� 6� et N o v� Cp�ln' F F- ins t u/a//.
l 1 Gia[/ �1, c �' Concre+L RE�p'�)IrJ�
per g p� p�� f p�� ^ y��
' Returning z c'..� tU/ L �� � VR A N ENG I N E IE R I Ell 6Z7 1'§ is C: :,• a
wall e -- a
L3
•' � a @ ,z' 941 MAIN STREET, SO. NARW I CH, MA 02561 ��'��
432-2878
P9Jrv:ry,
S1 TE PLAN dt SEVIAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
�C�v`,� .-„ /�✓/ �(/ L/�I Py 1
,00 r� y([..._Tj. - FAiF,,.s, ROBERT L. ROYSTER
�ov1G �Q., n li` / �T - ��' Y — T— - •/ t �,�JI
20 HOPE ROAD SOUTH YARMOUTH MA
_1LL IPROJECT:04-122 SCALE: 1 "-20 ' DA TE: 817104 -
OR e LY I a 0_
/7/0 ReLYIat y// aq 4W Test 0%,0!
Revised,') Zla/64 Move sAS evward
f -114C 1016—fall concre4if
re�aih/ny �ya II as 3kown