BP-45o-
SOIL DATA
DATE: 3T 2$ 0" PERFORMED BY ���' WITNESSED BY W�ND� iii:NC�1:Lx�O(�J
TP I3Co TP 3
TP 135 �� o b I??.5
O
TOP50I L.
C, G
Su" L Su>3�o1 L
GokKP GonAP.
SAI,1 p cOA�SE
� SAI�lO
�-(Olv ES C'
STC)Q
132" vel.o 144" I�o5.5
PI=Pce- IZZ" f;j 2G e IZ4°
Ct-\f; t"-Z Mtll. eAT� I"-ZtilllJ.
QO WATIve I:NccUN1 4 1`10 WA-(F-e- Enlc« ,,m- eED
TP TP
TP
PP¢.0 )
20 PoS
1
j-------------------, r`
r-
i iL_ J5'D
INLET
s Daa ` I r--. t..
OUTIEr , -
i
L-- - --- ----- -- - -----� L_
L�
PLAN VIEW
-6'".9"COSEP . 18 D!A CC�'ER -17" . t•'COVFc
I-TAPER+7-
— '� t — J-
-1_, i
I iN
L I•"i`- I '>i11 D
►-3- WALLS LEVEL
CROSS SECTION VIEW �?
SEPTIC TANK
NOT TO SCALE
TOP VIEW
-3. 5' DPI+ INLETS
END VIEW
It
tilVV
CROSS SECTION VIEW
DISTRIBUTION BOX
I i i SCALE
LEGEND
100
EXISTING CONTOUR
—L��--
PROPOSED CONTOUR
--�'
PIPE INVERT ELEVATION
TEST PIT
FE
SEPTIC TANK
o
DISTRIBUTION BOX
— W
PROPOSED WATER SERVICE LINE
OBSERVED GROUNDWATER
TABLE ELEVATION
RESERVE AREA
PLOT PLAN
�At, E . I "= 30'
� I � c� EX.15TI►1G
` ^b O WELL --y 0
1.11
� d I i4.01'i / I 11 \ -e.,
i
L
a / t► ' ,� <�
WELL
� eAL71US I
0
It 1
r
r
141, 95(o3-
n \
Jr U
it
L
f lAlt_ IU TEEE:
EL- • = I eO.75
CMh.L�
LItitIT of a ��
ExcavATtow -
CTYP.) y �n
FINISH GRADE
DWELLING ( ELEV. = 1113.2
TOP OF
FOUNDATION ;°• o
EL = I7q • oo
\IU.0o
1 -SO /
FINISH GRADE
OVER TANK =
e
t
oar QI'relii rII.uSt >t? ..
t T cillic lr� Tt
rc.1§ 0 T112S Work. 1 A5 Lift �A�. >AL-%AQ -
�� � paAn i it su. bmitt:-„ ci to the Building
at3 pfir � tit Dept . prior to caMns for
a foundation Laspection or
any further construction:
. A-R ING PEQUIE
1�1o"�E C�6bE 'Pe0PE2 N L I KI C-, "ro F"0& Q P.PHY
L- VP.TA -f kV W t%2oM A 'PLAN &%ie
spot; Fotzc> SKIC" . S11'ec, I kAc .
ciw t,i cri GUAzb m- ee THE A4cu ep c_%y
OF T►-t is I NFo2MAT 1 ow .
DESIGN DATA
PIP/ ►��yy}}��•JJ�
Vj� , iA•
�b�Po
scQu I
t�TTot�, Its' WIDE X 3� (,oNG x 1. ao-
f - l030 Ccpr:;)
I7P-OV 1�J�j
This System Is Not Designed
For Garbage Grinder, Vv"ChirlpoC` I
Or Other High rater Use Devic(�.S.
PA/13N
1 S T LENGTHS TO
BE LEVEL
or HEA,._TH INSPECTION
FINISH GRADE REQUIRED WHI., EXCAVATED
..c w i'k � {� vs• � '
ELEV
—
•r.•
1
—�i-
1.000 GAL.
76.pp
CTYP•)
;`tip•` .::.�; ;.:,, :,.�,;.:
IQ
REINFORCED CONG
+,'p iJ
..
SEPTIC TANK
4'j.•':.:,:,.
�.'. ;. ,,_
` `�• 3i4'- yi"
I
6'
DIST
BOX I
ILS-TanJE • `• • `
I
•.•',l•.t'•'A•..,•J.r..•♦•.
. � ... •,,. -, ... • �.•� •...., ►'
'i
•:.•I•'.'. r..•�'.'.�-'. �:. �� .�_
LEVEL STABLE BASE ---- �
�
sa
SEA
174. lid
I
�E�II
(_ (,► nn I?
of EXCAVA�f ION
I
SYSTEM PF OFILE
NOT To �CiE x-_
=. ;TONS 1rfUST NOT BE
® �o� �D Wp,_TI;12-
—
TAe,LF_-
QED V11THOUT BOARD
eUeV, = 173.D
-
01-
I- EALTH APPROVAL
Jh i sit
I I EARTH ' ►� I "N/ll�l
7! 411,
// \
// 0 •000006 00 rip •oe.'b p . v° •°� Pouo J„ 0 0 °o•000e oo Oo •O• nil
00. O 0 0e 0 0• O 00 • ° o ° o°o•oo o �•o o '� o o °oe 0 o Oo ° O 0 o O oo • (/
�� d • p �' {� 0— �' — A A A p A
A r 6' o a°e oQ e a , d►►
b
° A p a e ° D p 1 p b , LL°
1
d rr^ O
3 . Coo C9 3
EARTH BACKFILL ^-'O % VZ 101I✓5
►11t ►Ill .
CAP ALL ENDS � /
1/8'-1/2' WASHED PEASTONE /� �\
° • o O °• 0 0 0 • 6 ° p ° 0 O a 20
° •e 0 O 0 00
p V C00° C• O 0 p 0 O O o 0
FLOW SLOPE = 6 100 <
PERFORATED PIPE INV.= 1'1Cj•19e c �I;&° '►
BOTTOM OF TRENCH ELEV.= 11A. V1 A eI • •e� 1
3/4" - 1 1/2' WASHED STONE
SECTION THROUGH LEACHING FIel O
NVT TV
GENERAL NOS__
�• THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED
AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSt._ IS READY FOR
INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BARD OF HEALTH.
2- WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUS, AND FINES.
3- ALL ELEVATIONS ARE BASED ON
4• HEAVY EQUIPMENT SHALL NOT BE ALLOWEDEATION TOVOPERATEAOVEr-THE LIMITS
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CDNSTRUCTION
OF THE SYSTEMS.
5- NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE
WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND THE LOCAL BOARD
OF HEALTH.
6• UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALLINS
IN ACCORDANCE WITH TITLE V OF THE S B,. INSTALLED
APB TAT
APPLICABLE LOCAL RULES. E ENVIROMENTAL CODE AND ANY
7• AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES
MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FCC BOTH LINES
10' EITHER SIDE OF THE INTERSECTION POINT.
8. SEPTIC TANK, DISTRIBUTION BOX, ETC- SHALL BE MANUFACT•RED BY
A- P,OTONDO & SONS OR APPROVED EQUAL.
9• GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR 'SAVE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. L. ALL CONCRETE
10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL -BE SEALED WIV NEOPRENE
OR ASPHALT CEMENT. ENE GASKETS
i1. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH
CLEAN GRAVEL AND COURSE SAND.
12- A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2
V MUST
BF OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE A'30VETLE WORK. IF
AN "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR DEVIATING FROM THESE
PLANS, WORK FOR SUCH "AS -BUILT" PLANS SHALL BE COMPENS)'TED FOR BY
THE CONTRACTOR.
13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNIT.
20 , COUM-rey
GAJe0e-1".t SiSIA
T
B.O.H. STAMP
P. ITS -TAMP
`� 1 VAlZTMOUTH MA .
APPROVED'
�£ �m
,
CLIENT -
BOARD of HEALTH
-11- IFo
STE D. � .
. }}JJ
t�? i�o 1.]
IDate---- -
4'� CI'JI� tgr
n
ll
TOWN of DARTMOUT
No. �_i 5
�' , ', � ����
SUBSURFACE S E W
-
DISPOSAL SYSTE'
UIEE�9AS-BUIt'f
P.L•S. SWAMP
G r
�' &CERTIFICATION
contact: STev C�lotos,i
STATEMENT REQUIRED
THE APPROVAL BY THIS OFFICSE
at:
Bit "
DOES NOT GU ARANTEE THE
I
EFFECTIVENESS OF ANY
Civil and Enviro mental Engineering
Land Use Planr,ng
INSTALLATION
DARTMOUTH BOARD OF HEALTH
.�._
DATE: 7/Q%90 job ;,