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7G` _e5.Fk /,
FI FV .
II �FV.7Z
�: 10' j 0.1 r
L�/mac.
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.
�(.
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
7
A
-
1 c�/ion I/8' o I/�'
ELEVT�� ,00��y� �"o, �` �o.o dos ZX was ad -S YS TEM D S
Z Gamer avi/ �ccDclAi// sfone
Design Flow:
3/4'+a Iv 9 3 bedrooms Cagy � gal/da - 3� a 1
washd - 2 Sep 1 1 c Tank : 3� o l x 200%
g a 9
— I '_.� — zx f nee. Use 1500 Gal . Tank
lis G.8 --- — — .... Leaching Fac i I i t../<r-s/ r
1.-10' Bottom :
Gori ELEV /7./I /� -itgn� o%T.�/�kf��s ✓% I�� f%x85
jT
Sides
1El EV i0le5-
ELEV. TOTAL
7.j Ad • . G.W. Gal
uee 6 crushed Tank
an 12 J Note: Garbage disposal is, not permitted with this design, 6o't
under Septic Tank and - -
D -Box
1500 Ga I. Olaf.
1000 Gallon Box Leaching Fao I l I ty L OCA TI 0N MAP
Septic Tank Pump Chamber � f �.
Mono 1 th IC Monolithic Assessors Map 33
SYSTEM PROFILE /� �--- --,�
Parcel 2,34
r - 7-fs</��z/r�/��/� C� 6����-_� /.S Area 7, 500 SF
No
to scale
'i5' AUGER HOLE TEST HOLE
PUMP _
11 Submersible Pump-./f/�'ir 1. fi9/l/-Lw/✓inn�iG �,.. I_ _ — I : 6.�
,osor �/8 y -- -- ---- Coawi! Saud
2) 2' Check Valve - Cost Iron or PVC�� iiG/G — — — — — — — JrA /dyk'sef in horizontdl pass#Ion -Sf%`�9//i7/7 3) Alarm Panel%JiP /(f)M ►!/A K 6 241 Pump Chombar - 1000 Ga!Ion Tonk vl+h!/ylY �/concrete manhole.,/�4D�w/ ft�jiC o� (%�/O� Qre
51 Alarm Is fo ba an a separate olrout } ���/ �/f. ��/ Lv .fjplGf� /j Z70�� 1•- tt'' ��
From .the pump.. !!'' / �/ ( 757 (9
61 Piping la to be 2•dlam. PVC far faros main — — Tom= _ G�/� �0/ice (o.Of%�(�}S-Z.J�?!C2/�_
and 4'dlam. PVC for gravity pipe. /v! .3.✓ sr
71 PumpSequanoe: InSpectiOnPOrtD t^jJ_ / fj3LS%/1�4`L 2$—
a1 Pump aff E1 . 3.6 0!!/11�.T•�/.% �ODO�a�fU.bC�.a.7bY/-i/O/ -
b) Pump on El -l9,0-
a) Alarm on El.. �/f o�FlJfti.T"D�
7./
�K
Qj4H /1-
nw./
o��e
0
o �V
A �
608
U{
7t/�O1
�av1c
TnH l✓f �i f�eir o ilOrlJ:
%�3�o%�s {� �C1J�Cxatl�utoLfcr
S,�c Z//Gz j p _ �tYtQ SCtri�
Gweiaye C IV"/tZ S1
- fes/-9Lrtrc �! l✓i�hv�f .S%�= /8��f� /Zo•'
Date :Z; 9 D -
DATE: 0/04 2tooP/
'PERFORMED BY: 2. v)uv
WITNESS: B.MurpA�{
NOTES '` DESIGN RATE: <2 min ./in,
I.) EXISTING CESSPOOLS ARE TO BE PUMPED AND f ERCOLAT I ON TEST 0 1
BACKFILLED WITH CLEAN FILL OR REMOVED.
Y•2.) UNSUITABLE SOILS ARE TO BE REMOVED FOR �4Cra!lOri5 6f Wv�c of 22'�ayew)
AROUND LEACHING AREA AND REPLACED P < q
de fin trt ISrn;n "
WITH APPROVED FILL MATERIAL. RaAeo? m/n / *
� 3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
BEFORE SYSTEM INSTALLATION. GF?oufoVdAf ER AD J, (Pafe;9/d �,uS�.BI =�
4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION Gr'ouv%dwaiet- Fi,
PRIOR TO BACKFILLING. � 3 3
to, d2rclfAe
5.) DISTRIBUTION BOX IS TO BE WATER TESTED AT l� MJW� riOneCfa4-�%2}
Fw. �SGn/ovi THE TIME OF THE BOARD OF HEALTH INSPECTION.' _ O FG4-,$
�B. 6.) ALL AREAS DISTURBED BY CONSTRUCTION ARE GROLNDIr{�ATER AOJ (�a4,:+d/o4_)
TO BE GRADED/
LOAM COVERED AND SEEDED.
6o3 — - 7--_, 7)Corner re+iiforcemenf isto ai/eYlap Groundwo+er Found
Znfer/or watt" surface i, +1 6. sealed I ndex Wel I
W4b 40 mi/ Polyvinyl barrio. Zone / G/ ( Rrn
9 E sneer 1 / /_ L �G/ot 87 �_� ,oev y�
1 e 1 F f o 6c Fie�►t t7lJf _ f'O . $�.1kC Wa // Z F hA' S
Cori creie< COAICKETE 4v_17 gineer to:nspa-#reinfo.'t'Pw Add . G , W . dep f h
' FIFrAINING n s
Y Re l„ lI70 Clear r Q
Wall lI �}cL ��.NEERI%C.IF C.
`
941 MAIN STREET, SO. HARWICH, MA 02661
432-2878
,\� '-40>r,r P°I' "'y/ S/ TE PLAN SEVIAGE DISPOSAL SYSTEM IN YARMOUTH
y4
FOR " fi
^l Yy 8„
ROBERT L ROYS TER
t: <
20 HOPE ROAD
V.
20
SOUTH YARMOUTH MA
PROJECT: 04-122 SCALE: 1 '-20 ,
�, ,Add Test ole v/
(. i!evJsed� I 04 Move SAS e'fbward
f rr
/ � � the dwe/lin Ind7`u71 ConGrC7Q
/'e w5st', �� jj:a`,, •1 ,G.'dd Pmj �✓ n�t� �a 11 as sftous t7
1nJv�t/i e -?I / o o
/D:3/LC ID.OS ' o
ELEV�s was ed
. ����Gyl%S/aD.i// ZX stone
Z D
3/4•+a I/ esign Flow: bedrooms Cagy //O gal/day - 3_ gal
Washed 2 Sept Ic Tank: 3 " gal. x 200/ gal .
zxs nf!— Use I500,Gal. Tank
_ 7: — = Leach i n Fac i I i t"'
g Y � �! � � G �/J.1�,F/t�fo'�-
LEY Low Bottom: X 45 X
d S" Sides: 2 _'f_�fss'xas�%vx�7f/'r,�=}/
�F1 FLS s
TOTAL Ga I .
P,dj. G.W. Note: Garbage disposal is not permitted with this design.
ELEV5 use b cruslh ene 12.
tinder D -Box Septic Tank and 1�,Z,7Xg,�i<�gr%�
DIe+. 741"l -
1500
o/ '
500 Ga I 1000 Go l Ion Box Leaching Fooi I 1 ty
Septic Tank Pump Chamber
Monolithic Monolithic
SYSTEM PROF I LE
No+ to goal® I - 13 AUGER HOLE
l�
L OCA T Qlkl [V, F
Assessors hlap 33
Parcel 232
Area 71500 65F
TEST I-0LE
1 oafv4St�rnd
_/fy /1
,� jA t1Cr6"E E.
7. YK
n
2v—
IE
I
DATE: a/ `��r_
FCRr ORMED BY: r Ovc J
W I T E r F.
t��\ Cis f_`.>Jr �.,R1,. 4ii".-!a {A
- i TES D:S1G�..�i FAT 1-- f!2' rr.In /in
I .) EXISTING CESSPOOLS ARE TO BE PUMPED AND 11
BACKFILLED WITH CLEAN FILL OR REMOVED. �r•C(tl1Gn5 c�(:�vUafE 1 E,,', `�t`F'f rr i
0.00+ •{ jCt' :..
,i / 2,) UNSUITABLE SOILS ARE TO BE REMOVED FOR `'
0 0 1 3eiicLi/L � d E i `' 1 r, I v r%i +� l �r r P
5• AROUND LEACHING AREA AND REPLACED `
/�/�las �al< /oma /Yu/�-✓L /,p/ar�i �7t S C o< eirira�2. AF^.< s
0'00' 7p ITH APPROVED FILL MATERIAL.
�ro�ofcd
3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL s t* I
l ovtG BEFORE SYSTEM INSTALLATION. Gi�i�J�.�•�3-tJ�°,I.* iE7F -4)J. �II ;,rl-'o<•' ii
33-x �tsfi��vvsG - _
Q �.. 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION GrcRtct+?pa's t 6-' S
36.. � l00 PRIOR TO BACKFILLING.
1 • 2 2 - no ,< � 00 5.) DISTRIBUTION BOX IS TO BE WATER TESTED ATy..
THE TIME OF THE BOARD OF HEALTH INSPECTION.'WATER
I
I O f_/G. S -S C n loci ''-y ,+-"' t `'{1^' e—^ r'
�e r4; ,., S .) ALL AREAS D I STUBBED BY CONSTRUCTION ARE I l € D 4, A 1
33-- s +� �' z�3 ��s TO BE GRADED, LOAM COVERED AND SEEDED. C' M i
�, g S G r o u n d w a i e r i , t.1 n
/iv Index WWI I /'4:/�
1 u • x � O �r�i ' r — �--_ � t 63 �g i0 n o
--
/ 67 ; i �e`� pos � ewe � r4 �X,J,.n k' Adj. G.W. aE:p } n
�� 1 92 • CI O.a ^ O ;'rr , 1 I <�� � �, !ti �o6c �'2.-noucd f
14 xK E4"aTr !t i kE".' Ya•�<Rt
1
12-
941
2941 MAIN STREET SO. HARV I CH MA O?F£ 1
q q 8r/ 7t, 1
6q8 o � 32-2 S 7
68+ I I J { S/TE FL/" -N A SEIVAGE DISPOS/L SYSTE11 IA YXi?1'11*�.�'U Th"
�(J (V 2.61 4�%i3OVG 4 40;�r�s _5., t�r j.,�
88+ �.. FOR
�xs� �y CO. l
0 Op` i �'I n�rjY ' / /
I
f-...�' � /' `�` ROBERT L. R YS TER ,
18•29�, ~LSC' rC f�c „%,: %''` = /'.ter t ✓r
r ,�Q1�1!
20 HOPE TOAD ' '�'i1 r°:Qf��
1 7 4 = n ll fnr PROJECT: Qfr 2.2 SCALE • 1r " -20 DA T • 4
@ l* C V F
/d
PUMP
IP
I
� /
— — — — — — — — — — — —
I )
Submere 161 a Pump -/f%/rl f��`%/jv/oihs�JiG
�I�G_.fi�,PfO�
. •8�B �G»�••iii9
— — — — — -
2)
2' Check Valve - Cost iron or PVCGa�
ae} In horizontal poat}lon
�
--
3)
Alarm Panel
4)
Pump Chamber - 1 000 Gallon Tank with
concrete manhole.
snoLr��r'G
CCintG?ri�'�rlG
G.�.RI/J.r1C!_
-
51
Alarm I#o on a separate circuit
from h®.pumump
t
61
.
Piping 1s to be 2•dlam. PVC For Foros main
-
and 4'dlom. PVC For grovlty pipe.
Inspection
r�
Port D�.i� alL
71
Pump Ssquance: o!% /h. Tn/s
al Pump off E1.3.6 �' /1 %
b) Pump on EL.�/yofi/i<.ti.
o) Alarm on E1.1f! /%Ci__e!7/
7./
l�
L OCA T Qlkl [V, F
Assessors hlap 33
Parcel 232
Area 71500 65F
TEST I-0LE
1 oafv4St�rnd
_/fy /1
,� jA t1Cr6"E E.
7. YK
n
2v—
IE
I
DATE: a/ `��r_
FCRr ORMED BY: r Ovc J
W I T E r F.
t��\ Cis f_`.>Jr �.,R1,. 4ii".-!a {A
- i TES D:S1G�..�i FAT 1-- f!2' rr.In /in
I .) EXISTING CESSPOOLS ARE TO BE PUMPED AND 11
BACKFILLED WITH CLEAN FILL OR REMOVED. �r•C(tl1Gn5 c�(:�vUafE 1 E,,', `�t`F'f rr i
0.00+ •{ jCt' :..
,i / 2,) UNSUITABLE SOILS ARE TO BE REMOVED FOR `'
0 0 1 3eiicLi/L � d E i `' 1 r, I v r%i +� l �r r P
5• AROUND LEACHING AREA AND REPLACED `
/�/�las �al< /oma /Yu/�-✓L /,p/ar�i �7t S C o< eirira�2. AF^.< s
0'00' 7p ITH APPROVED FILL MATERIAL.
�ro�ofcd
3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL s t* I
l ovtG BEFORE SYSTEM INSTALLATION. Gi�i�J�.�•�3-tJ�°,I.* iE7F -4)J. �II ;,rl-'o<•' ii
33-x �tsfi��vvsG - _
Q �.. 4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION GrcRtct+?pa's t 6-' S
36.. � l00 PRIOR TO BACKFILLING.
1 • 2 2 - no ,< � 00 5.) DISTRIBUTION BOX IS TO BE WATER TESTED ATy..
THE TIME OF THE BOARD OF HEALTH INSPECTION.'WATER
I
I O f_/G. S -S C n loci ''-y ,+-"' t `'{1^' e—^ r'
�e r4; ,., S .) ALL AREAS D I STUBBED BY CONSTRUCTION ARE I l € D 4, A 1
33-- s +� �' z�3 ��s TO BE GRADED, LOAM COVERED AND SEEDED. C' M i
�, g S G r o u n d w a i e r i , t.1 n
/iv Index WWI I /'4:/�
1 u • x � O �r�i ' r — �--_ � t 63 �g i0 n o
--
/ 67 ; i �e`� pos � ewe � r4 �X,J,.n k' Adj. G.W. aE:p } n
�� 1 92 • CI O.a ^ O ;'rr , 1 I <�� � �, !ti �o6c �'2.-noucd f
14 xK E4"aTr !t i kE".' Ya•�<Rt
1
12-
941
2941 MAIN STREET SO. HARV I CH MA O?F£ 1
q q 8r/ 7t, 1
6q8 o � 32-2 S 7
68+ I I J { S/TE FL/" -N A SEIVAGE DISPOS/L SYSTE11 IA YXi?1'11*�.�'U Th"
�(J (V 2.61 4�%i3OVG 4 40;�r�s _5., t�r j.,�
88+ �.. FOR
�xs� �y CO. l
0 Op` i �'I n�rjY ' / /
I
f-...�' � /' `�` ROBERT L. R YS TER ,
18•29�, ~LSC' rC f�c „%,: %''` = /'.ter t ✓r
r ,�Q1�1!
20 HOPE TOAD ' '�'i1 r°:Qf��
1 7 4 = n ll fnr PROJECT: Qfr 2.2 SCALE • 1r " -20 DA T • 4
@ l* C V F
/d