83-600 - Plan of Landt
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PG ctO
'Va
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- .' cELD G - - 15,'7 _ - ---- .: DE,..I( N LACULAT 10,' -IS._.
l Jr . t� ; _ Jt { U .hC''ATIO,a _ - R – — – I��(0
Fl FVATK.) S SHur✓N ARF_ 1N FEET AB t1✓E FOR A 3 BECP,pUM HOUSE ' GAR'3AGE. i 15P�.: aAL
SEPTIC TANK ISO%-
ACCESS COVERS OF THE SEPTIC ED GRA✓I loco
USE A GALLON TANK
ARE TO BE WITHIN 12"OF PROPOSED GRADE L - N
THERE IS TO BE ONE FOOT OF GROUNDCOVER USING A zS'X AREA
3 'LEACHING TRENCH
LOVER THE SEPTIC SYSTEM. AREA - FLOW
SIDE WALL* HEIGHT [(LENGTH+WIGTHI2)
CONSTRUCTION'OF THE SEPTIC SYSTEM IS TO 3 •[ LS r+ Z/ 1211
CONFORM TO THE STATE SANITARY CODE, - -
TITLE V. AND THE "/A+z-
TOWN OF-t-->T.t-J.. � : 6 X. Z'-GPD/ff= '2� JGPD
BOARD OF HEALTH REGULATIONS. -
DESIGN LOADING OF SEPTIC SYSTEM BOTTOM _ iENGTH X WIDTH _
SEPTIC TANK -H-_- to _STRENGTH ZSr X -Z-
DIS
DIST BOX - =H- lo_STRENGTH�
- /
3 t�ArtMLM. �RG M
IUX LG GPn j7�s. ��_GPG
LacVs s TOTAL A J4�J_GPD
- _ DESIGN FLOW
LA(D LEVEL RESERVE _ �IZ �GF•F,
FOR 2'
PITCH 1/4" PER FOOT (MIN.) 7 2" MIN: OF 1/8"-1/2" 4° DOUBLE
2%GRADE (fAIN.i WASHED STONE PERFORATED PoPE solL ;TEST DATA yi
ca
c
(
Z
otoMIN. i
L�LcNI 4 --rg ?SLi1 �', J 3"MIN Q--� MIN _ f�.% G+I
i ��
–2' FAIN �— i— / /. y ? �'1';;'rr� y
iLIOUID '! / $v¢b°sa��p.G,.,tr. e4e + ,.¢
....�{+ gg A ! xr
LEVEL '� ISIJ T BOX ,C'�r'+��'�tZq.`
�I
PITCH I/8 f'ER FOOT EFFECTIVE DEPTH OF �t
}v2 rr;L. N1KdyCM�s I � .
1�( 4 t i l 1 j % ,t�O 1-1� -�� 100 c IMIN.) 3/4"- 1'1/2" WASHED STONE
'`�A�f 1' GALLON SEPTIC TANK � I
r fux �I a kf,. F.; tiT I 1 -._�
,CCC+Za — 7. } -Ati� EAC�!aerRlN4� _� 2.Q _..•, �F.�o
�h „SCHEDULE 40 1`1C. ,Part
vF EQU!VALEI T t" 61) ter
♦♦ NOT TO SCALE
f,, ,,..^'.`�T'\*•,�5 irr A TE SID
T MADE g Z F.
WITH �R•R 'F.. }(
WITH �----'
S'PERC RATE LESS THAN __ Z MIN PER IN�*i
,l "i 1 4 y -,r SSG L'y r2• .1: �' tt arJ
1 `
f
vA I
1
�
ft#Z r wJr ;' 1 R/ fat.L -p1`"'�aFZP��r� �R�tas ia�TER_ lov4sT v�Tio� l
t , !Ti T
r �
•
LIP
I .
1 ,
71
J
EXIT
II•J� ��•(i
SEPTIC TANK
IN
10,L=
SEPTIC -'TANK.
OUT
—10, S�ll /3,7-
3•ZDIST.
DISTBOX
IN
10,00 j,(J
DIST. BOX
OUT
`� • (' aj
TRENCH
TRENCH __
NCH
TRENCH
IN,�5
END
B TT
(�.Z
9 •Sa ,, -z-
SEPTIC TANK ISO%-
ACCESS COVERS OF THE SEPTIC ED GRA✓I loco
USE A GALLON TANK
ARE TO BE WITHIN 12"OF PROPOSED GRADE L - N
THERE IS TO BE ONE FOOT OF GROUNDCOVER USING A zS'X AREA
3 'LEACHING TRENCH
LOVER THE SEPTIC SYSTEM. AREA - FLOW
SIDE WALL* HEIGHT [(LENGTH+WIGTHI2)
CONSTRUCTION'OF THE SEPTIC SYSTEM IS TO 3 •[ LS r+ Z/ 1211
CONFORM TO THE STATE SANITARY CODE, - -
TITLE V. AND THE "/A+z-
TOWN OF-t-->T.t-J.. � : 6 X. Z'-GPD/ff= '2� JGPD
BOARD OF HEALTH REGULATIONS. -
DESIGN LOADING OF SEPTIC SYSTEM BOTTOM _ iENGTH X WIDTH _
SEPTIC TANK -H-_- to _STRENGTH ZSr X -Z-
DIS
DIST BOX - =H- lo_STRENGTH�
- /
3 t�ArtMLM. �RG M
IUX LG GPn j7�s. ��_GPG
LacVs s TOTAL A J4�J_GPD
- _ DESIGN FLOW
LA(D LEVEL RESERVE _ �IZ �GF•F,
FOR 2'
PITCH 1/4" PER FOOT (MIN.) 7 2" MIN: OF 1/8"-1/2" 4° DOUBLE
2%GRADE (fAIN.i WASHED STONE PERFORATED PoPE solL ;TEST DATA yi
ca
c
(
Z
otoMIN. i
L�LcNI 4 --rg ?SLi1 �', J 3"MIN Q--� MIN _ f�.% G+I
i ��
–2' FAIN �— i— / /. y ? �'1';;'rr� y
iLIOUID '! / $v¢b°sa��p.G,.,tr. e4e + ,.¢
....�{+ gg A ! xr
LEVEL '� ISIJ T BOX ,C'�r'+��'�tZq.`
�I
PITCH I/8 f'ER FOOT EFFECTIVE DEPTH OF �t
}v2 rr;L. N1KdyCM�s I � .
1�( 4 t i l 1 j % ,t�O 1-1� -�� 100 c IMIN.) 3/4"- 1'1/2" WASHED STONE
'`�A�f 1' GALLON SEPTIC TANK � I
r fux �I a kf,. F.; tiT I 1 -._�
,CCC+Za — 7. } -Ati� EAC�!aerRlN4� _� 2.Q _..•, �F.�o
�h „SCHEDULE 40 1`1C. ,Part
vF EQU!VALEI T t" 61) ter
♦♦ NOT TO SCALE
f,, ,,..^'.`�T'\*•,�5 irr A TE SID
T MADE g Z F.
WITH �R•R 'F.. }(
WITH �----'
S'PERC RATE LESS THAN __ Z MIN PER IN�*i
,l "i 1 4 y -,r SSG L'y r2• .1: �' tt arJ
1 `
f
vA I
1
�
ft#Z r wJr ;' 1 R/ fat.L -p1`"'�aFZP��r� �R�tas ia�TER_ lov4sT v�Tio� l
t , !Ti T
r �
•
LIP
I .
1 ,
71
J
GRADE OFFICE FILES -
s#<E-rCH PL.'A/V OF.
EXISTING- O ` PLAN REF.:
L'A1WX I/V YAF?A4aLLTH
, L-� . ��94E�
EXISTING : -7'x 1
�+�►Ass. Fors
BY BAir'-HSTA P,I.t�i 4;%R`tG7
r C
PROPOSED—. --.—•D DATE
ELEVATIONS SHOWN ARE IN FEET' ABOVE
~. STANLEY. R. .SWEETSER -INC
Az F--oJQ-11=... NPL. '#'Z
97 SEA STREET,DENNISPORT,MA
--
DATE I"' 2
PLAN SCALE+
-
REV.
�II�.�,o�.
PATE AGENT, YARMOUTH BOARD OFHEALTH
REV.
SHEET i OF �_