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APPROVED
'ARMOUTH COMMITTEE
OKHRD
DATE TITLE GORDON aA.MALBD COPYRIGHT JOB NO
/y.y►�"° ��}.�J�' ! $ D Northside Design hereby expressly
i �. ` , � f copyrig its common law
\/V/ N copyright. These pans are ' not i DESIGN
SCALE t 4�F(l �jS�DE to be reproduced changed or copied
(/f f••t t I: J��a ,� in any form or manner whatsoever
DESPROJECT a without first obtaining the express DRAWN
SHEET t. f.,f,g,,te�c.t,.ai�7Gaefnra+wl -written permission and consent -
' 1.= l /A of Northside Design. -
�/ f (.� i77�j�(tiZ ���L1j x,a��aon CHECKED
L' ��`-�}J��! j �`'�. r tr,tis®ns.Tv'rAr_,rortMAWM flillnWzxto REVISIONS'
NEW ENGLAND PFMY:AA-'MICS&SVWI"LYCO - - -
1041vto r� I_ow�j i SEPTIC SYSTEM INVERT ELEVATIONS DESIGN CALCULATIONS r REVISIONS eY
CROSS-SECTION
PROPOSED TOP
51i.ao 01ST. BOX IN FORA ,{ BEDROOM HOvSE{WITH„! D
` t 'T GARBAGE DISPOSAL ;
OF FOUNDATION - DIST. BOX OUT��'1
�� v SEPTIC TANK.' X,ISO x (aG4 ;
nUpr = jC„ 59 1i�i SEPTIC TANK IN LEACIiINO SYSTEM IN ,<�. �'� i + ?
USE A 120 -L -GALLON TANK
LEACHING PIT; US/NG _ .� s z i
� � 6�X, _�P/T W/STONE
r%, yr•T,,,...r Y .,,, t;..F,.�;,,�---- - - AREA I
SIDEWALL,' HEICHT X 2 X IT X:RADIUS
�. "`__�, ����° _ •� .�..._ X 2 X TT X 69 FLOW �
X GPD/S.F, a 3Z! , GPD
SEPTIC TANK OUT � f BOTTOM; TT(RAD/US)2
LOCUS MAP EXIT GI �a zr EACHING SYSTEM BOTTOM
2
1, /t %T ('p ` �1S-I SrX 1•� GPD/S.F.� Ih,�GPD
TOTAL
443.0 GPD
DESIGN FLOW ,r4 -AC) GPD
Pitch 1/4 Per Foot (Min.) RESERVE _ n GPD d _
tt`ovct( W9 0 2% GRA
m
eieamrou�ar�orig
as '..�� i••
113
W 1 )7 __T 100l� GALLON SEPTIC TANK
r 11 11
4 Schedule 40 P,V.C. 4' 2
I+—•I �.--� � , , or Equivalent NOT TO SCALE Washed Stone
TYPICAL CROSS-SECTION LEACHING PIT
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APPROVED
ELEVATIONS
X
EXISTING
CONTOURS
O�
PROPOSED CONTOURS--
>V �o,�
YARMOUTH COMMITTEE
LOCATION
41 -
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UTILITY
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113
W 1 )7 __T 100l� GALLON SEPTIC TANK
r 11 11
4 Schedule 40 P,V.C. 4' 2
I+—•I �.--� � , , or Equivalent NOT TO SCALE Washed Stone
TYPICAL CROSS-SECTION LEACHING PIT
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p 15.5 "D
-t cn NbY
77
lc,.c �.•�<.�1� �'
j j) t�__ t_! L>{ 110 �,I'\ I�\
(VOTES
ELEVATIONS SHOWN ARE /N FEET ABOVE/
�r7 r -T7 7CTVM
ACCESS COVERS OF THE SEPTIC SYSTEM
ARE TO BE WITHIN /2 "OFPROPOSED GRADE.
THERE IS TO BE ONE FOOT OF GROUNDCOVER
OVER THE SEF -71C SYSTEM .
CONSTRUCTION OF THE SEPTIC SYSTEM IS 70
CONFOR(.I TO THE STATE .SAN/TARY CODE.
7777-£ Y, AND THE TOWN OF
BOARD OF HEALTH REGULATIONS.
DESIGN LOADING OF SEPT/C 5YST EM
SEP77C TANK - H - t STRENGTH
DIST. BOX R H - i c' STRENGTH
LEACHING P/T•H- C- 2) ST7TEN07-H
- .StYI rti 3 { `� 9v4r S11
vewm4 R-rE 6-` '
SOIL TEST DATA
T;—> i �.dF r Lph
�.:.�''✓• �N �i�11�Ji'�.
KEY
Y'� ,1,F5eIL
EXISTING
ELEVATIONS
X
EXISTING
CONTOURS
O�
PROPOSED CONTOURS--
>V �o,�
TE`'TPIT
LOCATION
41 -
CATCH BASIN
E]
UTILITY
POLE
F,B.
' •� � � � �� �-C"otlC T;�t=��-1 �t,t'Ja�«FJ �'a'T1{
- }ti r hr
p 15.5 "D
-t cn NbY
77
lc,.c �.•�<.�1� �'
j j) t�__ t_! L>{ 110 �,I'\ I�\
(VOTES
ELEVATIONS SHOWN ARE /N FEET ABOVE/
�r7 r -T7 7CTVM
ACCESS COVERS OF THE SEPTIC SYSTEM
ARE TO BE WITHIN /2 "OFPROPOSED GRADE.
THERE IS TO BE ONE FOOT OF GROUNDCOVER
OVER THE SEF -71C SYSTEM .
CONSTRUCTION OF THE SEPTIC SYSTEM IS 70
CONFOR(.I TO THE STATE .SAN/TARY CODE.
7777-£ Y, AND THE TOWN OF
BOARD OF HEALTH REGULATIONS.
DESIGN LOADING OF SEPT/C 5YST EM
SEP77C TANK - H - t STRENGTH
DIST. BOX R H - i c' STRENGTH
LEACHING P/T•H- C- 2) ST7TEN07-H
- .StYI rti 3 { `� 9v4r S11
vewm4 R-rE 6-` '
SOIL TEST DATA
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WATER FOUND
1,] O
WATER FOUND
rf.c n ,031 ry
GR tI� �F+^p'
TEST
MADE _` t9 I lef
TEST
MADE q to `n
WITH h. M,no*1 -
.WITH L-7.
M n ;c tik
DATE AGENT, �!��M� ��, poAHD of HEALTH PERC. RATE: LESS THAN_ MINUTE PER INCH DROP'