SUBSURFACE SEWAGE DISPOSALINK6.35
»..d
9 EXISTING GRADE
FINISHED 6flA0[ ISOMIN __ FINISH GRADE GAS MIN: C O S
a{' p MIN PROPOSED GRADE GENERAL NOTES
MIN. 9]op 96l {� Y ffF! 12
9] 2
9593 E MIN J'�
xrc 6 12 MIN. COVER MATERIAL 1. 6 3 m 4 q tli 1 y
9860 'a, I • 0 V�i E[ 2 j WAS ED STONE fla ha 1 tlance "Ith d local q E Heart), Clain1
963 95b]957 EL 9 6 +A �•3 4(E 1 dlflqPEFFORATEO PIPE EL 52 10 Iq WASHED SIX pPa 1 q I n - " 0.005 SLOPE MIN.CHEDULE 40 PVC SOLID. L 1 yi PVE OR APPROVED FOUnI 9'MIN. TO WATER TABLE `— 1Bso 40 BOARD pEH i ie eng 1 ll 1 n SYSTEM PROFILE 9 --MAX. GwT. REQuiittis 'INASPPE ION 3 Coninto gulf", ereta p ekf 1 tl NOT TD SCALE vATIONS MUST NOT BETED
vat"
- hall fY a check b h k mS crown On �Ic,
OWNER JoseeH coRRE1RA
HEALTH INSPECTION
4HANGEDWITHOUTBOARO
1 P £ n y
f
BOARD Of
AREA: 40,195 S.F.
REQUIRED WHEN EXCAVATED:
LEACH:nIG FIELD SECTION
soil ti L - a
OF HEALTH APPROVAL
ail' Ial tign found he all
LOCATION: LOT 4R "SANDY HILL'
SUBDIVISION
NOT TO SCALE
resting and ANA ld be
.el,elea at in' Cola of oo ..r.tuon.
. DATED 6/7/88 REVISED 6120/88
-�—
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THIS
I, T-
E1 T n uA ,ll be
E
IMPERVIOUS COVER: 2.6%��`-
'SI'`iIEA'1 IS' NO
PESI{b`NI.ED
Te Pine, Bona 1
TO 0fMMODATE
,tlthroce ad 111111ced al all
a
,.
Ae n a fK
;,iBAGE`
0
uhl YUs,
F5UENCHI
s f
f the p as
heavy - to
e an oraTO
eents
CONCRETE
BOUND
.,; 4,
EALTH a for ASSTTC H 20 loading,a-1
1 EL= 97.03Iz9
=
s p i a n b a 1 1
1
SEE NOTED 5 B IB
I
�_
��
n U built n
b911111
1
REPLACE ALL IMPERVIOUS MATERIAL
,.�
I—
finished g a i n
WITHIN 10' HORIZONTALLY OF THE
11 m- h b a k I. .
LEACHING FIELD DOWN TO A DEPTH OF I
1pE
placed
1" Cdepacked an" to
24 (APPROX. EL RAG)BELOW ORIGINAL I.'
`
'N
I
GRADE.
96 en.
.-fir--
"
.
fit
en e house
he1141". work fi II e
"no b tards
a
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e-
heavy what it,,, ao n Or OLhL
7
Materiaa, it, app"I"Llng authority, She Iowa of
n
/r I.
Iff
PIP :USAble
Minorco at 0.01 0,Ig inchas off cook).
v
, _ .•. ...' ,
12. lb pipen'11 h 1 I6 of, IGO
/
MOST
f lh 9dn1
ELBVATTQA
BI, LAItLN
RESERVE
_
OY A MASS,
1ND aghf, earth twill pn n t
COaud.aie Jointed �a
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AND
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COPY SENT
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E 1 Ipl in n
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to rhin 1 in 3 ll of matte v and
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replace withd gw rolpa Inled
and dravu9
evs
,
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£
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9 L grinder,
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19Efpl Y Staffing 4 CallsM1
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b1 11 b
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1e'l�oent
fly
regvtla like pelot of to refuting Calls
.
APOSED
EXISTING
P?ECAST 000 GALLON SEPTIC
TANK 1 rep 8" of a L1 b . p- ll
WFELL
21- No neuvY
SITE
PLAN
NO. TO 6CALE
"NOUirnent shall he over the disP ul synodal.
NET 10 SCALE
LEGEND
,e P P w�Y P f he k; d h
gG
lly oft h 1 aep[h If CUM and sot a /3
the "A " OePltlh Of the aink Should be pw p d
Peat
-
746e'
_ 67_Se M
EXISTING PROPOSED
Pe
`�
11 e1Wab1 n n n 11 n 1' d Q washing
CONTOURS �l�-
of 4 L n pip, n n 1
smI SPOT ELEVATIONSm.
finished 5L glassn naE -
LUCY
LITTLE
ROAD
our Drawing Must Be Kept
_ PROPERTY LINE
lJ if
At The Building During The
FP --EDGE OF PAVEMENT
Any gooDgle Choekd... i
Choy 2 k
Place L i
Progress Of This Work.
STONE WALL
d.iq IN Shall i 1 -1
GRADING
PLAN
ti
S WELL
°
9 d1n pl a
BUILDING DEPARTMENT
6 DEEP TEST HOLE.
35. The adhovAncor,hale are
LEACHING TRENCH
moLify if
al should of v.,Itt
a
scALP. I'-
'301
Town Dartmouth
O
r_percent eencounteredooat a
n indicated
..
Of
SOLID PIPE
on plea
BASIS OFSANITARYDESIGN
DEEP TEST HOLE INFORMATION
T P.4A 1115187
\
NUMBER OF BEDROOMS: 3
0 12' LOAM
GARBAGE GRINDER: NONE
12'-22 SUBSOIL
22"-114 VERY COARSE GRAVEL W/COBBLES
ESTIMATED SEWAGE FLOW: 330 GAL./DAY
PERO RATE-2 MIN. /INCH
SIZE OF SEPTIC TANK: 1000 GAL
PERCOLATION RATE: r2 MIN./INCH
GROUNDWATER AT 60
DESIGN RATE: 2 MINJINCH
T.P. 4B 1/15/87.
LEACHING AREA PROVIDEDI '
0-12" LOAM
IS WIDTH X 34' LENGTH=612.0 S.F.
12"-24" SUBSOIL
24'-102 VERY .COARSE ..GRAVEL ' W /COBBLES
GROUND WATER. AT 66"
TOTAL SYSTEM CAPACITY:
ENGINEER: DAN MONIZ
612.0 S.F: X 1.0 GAL/S.F./DAX=612.0 GAL/DAY
INSPECTOR: S. GRIFFIN
MAP,. BUILDING DEPT. USE OOONNLLY� D'f6D OF HEALTH USE ONLY
1 IC A4 to rrr
iHEESNOGUARMiDEETHNE 8
GOES NOr CUARgmEETHE AMfI
11 kA As Built Survey. mUB be EFFECTWENESSOFANY � 94,I1u'nTn�Oa
/ INSTALLATION OKi
[J bmitted to the BUIRU DARTMOUMIEWDOFRFAEM
�� '17Tpt. prior to calling to
T ylfovudation inspection ¢r rau
ENGINEERS AS -BUILT
PLAN & CERTIFICATION I7 .
STATEMENT REQUIRED . I =—"
JOSEPH
LOT 4R LUCY
JOB NUM II OBE 846 DRAWN BY: K.M.T.
SCALE: A$ NOTED . DESIGNED BY: 00
DATE: 711P2/89 CHECKED I BY: K.E.F.
(®lJhe'�LlgLatt �xtginBerixsg QTrr., e rcr_ ,
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