HomeMy WebLinkAbout33.234 - Site Plan and Sewage Disposal System (2)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