BP-636v':
0( 7
17
9 --q "
RCe)36 RC1334t-is
36
RANGE
Ct g-6
82 I'S z q I
BEDROOM
7' A 7' 1:
9FF REF.
7
m
//,-0"
o. R
Y�
I
,em A
III SMO"�
yC�Cps
C[41 rC
oow IN
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c-
� _ 284Z (+jtJu.kitl
_. INSvtill
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i
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t,ioul".TES' 0`Yi.N !
62, 7
Li
0
IcarF
V.
ji
FINISHED GARAGE FLOOR
40,2f
FINISHED FIRST FLOOR
N/A _
TOP OF FOUNDATION
N/A
FINISHED BASEMENT FLOOR
N/A
INVERT AT FOUNDATION
35.9=
INVERT INTO SEPTIC TANK
35.461
INVERT OUT OF SEPTIC TANK
35,20
INVERT INTO D-BOX
34.90
INVERT OUT OF D-BOX
34,731
11INVERT AT INLET OF PIT
32,4
iPd'oERT A=EP4D 6�
ELEVATION OF BOT. OF SYSTEN
28.0
ELEVATION OF G.W.T,
22.4
ASSESSORS MAP 10, LOT 2
AREA: 38.22 AC.
I
I
EXIST, FINISHED GRADE 37,0i.
35,9t 34.90 F TH OUTLET
SLAB 34.73
40.25 S, 2% S= 3% EXIS
32.535.6
EXIST, EXIST. EXISTING ! z s
s°
EXIST. 1000 GALLON
4 ; 35zo
EXIST, 4.. PVC
4" SCHEDULE 40 PVC SOLID
PIPE OR APPROVED EQUAL
32.4
SYSTEI&I PROFILE
NOT TO SCALE
ELEVATIONS MUST NOT BE
CHANGED WITHOUT BOARD
OF HEALTH APPROVAL
FIN, GRD, 36.8
[fall WRAO&P&It?
PIT #1
:cC)
0000
0000
EXISTING PIT
F. o0oo00o0
""
S;7 FIN. GRID. 36.8
r
PIT #2
T
000000 PROPOSED PIT
000000
THIS PLAIN IS FOR THE UPGRADING
OF AN EXISTING SEPTIC SYSTEM TO
CURRENT TITLE 5 AND DARTMOUTH
BOARD OF HEALTH REGULATIONS.
EXIST,
WELL
2.t
0
CONC, WALL
N/
38
EXISTING 1000 GAL. CONE. SEPTIC
a0
39
W /PVC INLFT TEE
E<
m
CONC. OUTLET TEE
t�
U
39_r >
(D
o
MW
to
(1
(D
I I I-
I C
No77
I
36
I/ /� �� � M.
I
INSTALL DISTRIBUTION BOX
ROCk
EXISTING 6' DIA, 4' DEPTH
CONIC, LEACHIN
OUTCROP
I
I
PIT W14' OF
WASHED
WASHED STONE AND
I
SURROUNDINGCOARSE
I \
(� / 1
I
PEA STONE COVER
5
oL
I
�I � �
�41
/I
-
I
Io�,..0 28,
Z
(\
I
\I \
l
12'
I 1
NO ALTERATION OF EXISTING
CONTOUR LINES ARE REQUIRED
37.1 I
BARN RN IT I INSTALL NEW 6' DIA, 3.5' DEPTH PIT
I 1 AS SHOWN IN LEACHING PIT SECTION
Il Ili 3q3 137 \�1 BOARD OF HEALTH INSPECTION
l REQUIRED WHEN EXCAVATED
1 DRIVE
35 37
38
70
@gRReyS ✓OY
Rp
SITE PLAN
SCALE: I" = 30'
BENCHMARK:
PAINTED SQUARE ON CORNER
OF GARAGE APRON
ELEV. 40.00 (approx. N.G.NI.D.)
I' !s N'c. t D signed
I o Q�& r� grinder, Whirlpool
. 0the rligh hater Use Devices.
EXIST, GIRD. 36.8 E L 36.8
SEF NOTE P9
- - E L 32,83
E L 32.0 - I bus
2"-1/8"-1/2"
WASHED
�z . PROPOSED I� � STONE
3/4"-1 1/2" I 1 55'
COARSE 42" ' 42"
WASHED
STONE _ 3/4"-1 1/2"
EL 28.5u� �J s" WACOASHED M� I
EL 28.0 I STONE
E L 22.4
LEI ���zr':'G PII SECTION
%q7 T,,
•4
L`
L(
LOT `--
ENGINEERS AS-BU!LT
?LAN & CERTIFICF; ION
STATEMIENT REQU�'LED
0
7
N
EM
i
LOT 2
38.22 AC.
c1
N
W
RIDING
FIELD
APT.IGARAGE
BARNS
to
m
77 130't (S) 266.2'
;l
LOT I
:. e�TICVI PLA6,
C' +LE: I" = 200'
Sc
I. The sanitary sewage disposal fysten shown hereon
shall lie constructed in accordance with U,e
requirements of Title V of the state environmental
I code and local r Jt
Board of cal [a ih�Lol u t th
AnV i Ci cas design
I+r( I �- _ must be approved in writing by' the engineer and
3 the Board of Health prier to implementation.
Notify the local Board of Health when the system
is ready for inspection, prior to backfilling.
1 ��
5'-8" I `i I I 4. If [Unf limit ion of construction is required by an
PVC CONE - / engineer, notify this office prior to Lackfill of
i ice °fo . ILi, J the system.
U
-- --- - -- -- - ° 5. Cunt tact ar shall verify a�.d chuck bench - I _ m. rk as
shown on this plan Prio, . to construction of the
Proposed system.
- _--- 6. Soil logs indicate soil ccndition , percolation
rate, and water table elevation found at the time
and location of actual testing and shoulJ be
���111 EXISTING verified at the time of construction.
PRECAST 7. The septic tank shall be a 1000 gallon Linhares
c 1000 GALLON SEPTIC TANK Precast, Rotondo, or eyu i va lent unless otherwise
specified. The inlet and outlet pipes are to be
NOT TO SCALE fitted with tees of proper length. Concrete
strength is to be 4000 psi, 28 days, and
reinforced with 6 x 6 - 10 x 10 wire mesh and
conform to all ASS11"10 II-l0 loading requirements
unless otherwise specified.
BASIS ®6p. S�ITRY DESIGN 8. If any components of the proposed system are
f specified as heavy duty, those comporents shall
conform to all State and Local requirements for
ASSHTO II-20 loading.
NUMBER OF BEDROOMS 2
GARBAGE GRINDER NONE 0. Septic tank, distribution box, and leaching pit
(if any) access manhole covers are to be built up
ESTIMATED SEWAGE FLOW 220 GAL/DAY
to within 12" of finis?ed grade unless otherwise
SIZE OF SEPTIC TANK 1000 GAL. specified.
PERCOLATION RATE 6 MIN/INCH 8 19 MIN/INCH
]0. The distribution box and septic tank shall be DESIGN RATE 20 MIN/INCH
place) on a minimum 6" composted gravel base to
LEACHING AREA PROprevent heaving or settling.
. �!I ED
SIDE: 2 PITS X 2 ( 3A ) 4' HEIGHT = 326,7 S,F, II. The pipe between the house and the septic tank
BOTTOM: 2 PITS X ( dd:-A_ )2 = 265.4 S.F. shall be 4" extra heavy cast Iron, Sc-,edule 40
PVC, asbestos cement or Other material acceptable
TOTAL SYSTEM CAPACITY
to the approving authority, 'Ihu slope of this
326.7 S.F. X 0.5 GAL/SF/DAY = 163,3 GAL/DAY pipe must be a minim.m, of 0.01 (0.12 niches per
265,4 S.F. X 0,33 GAL /SF IDAY= 87,6 GAL /DAY foot).
TOTAL= 250.9 12. The distribution pipe shall have a slope of 0.005
(6" per 100 ft. length).
DEEP TEST DOLE INFORI114ATION 13. All joints must be watertight, sealed with asphalt
cement or equivalent.
-PERFORMED BY : K. FORTIER la. If Leaching facility and septic tank are located
WITNESSED BY W HENDERSON at least 25' from the house foundat ton, a
DATE : - foundation drain may be installed at the owner's
JANUARY 21, 1993 discretion.
15. Excavate all unsuitable soil in the area of the
T.P. #/101. (EL, 37,0) leaching system to the limits specified in Reg.
2.17 of Title V and replace with clean, coarse
0 - 40" LOAM, FILL, SUBSOIL sand and gravel.
40" - 70" TIGHT, SILTY FINE SAND 16. Any fill material required around the system,
70" - 96" MED-FINE SILTY SAND beyond the washed store, shall I e clean coarse
washed sand, with a pert rate of less then 2
minures, free from flnus, clay, organics, Str:a,p, 96" - 188" MED-COARSE SILT'! SAND
and stones.
6 MIN/INCH AT 94"
GROUNDWATER FOUND AT 176" (EL. 22.3) 17. Grade of the first fir"' of Il:e I:ouse is
approximate it may Lc rar--i but not lowered
LOT 5 T.P, 102 tr t� _. . t,
(�L. �6.�'
0 - 12" LOAM
12" - 32" SUBSOIL
32" - 54" TIGHT FINE SILTY SAND lq. i "` lea n, `-`i,
� ai OI
� ic�r Lt:is PI 11 ->! i i
54" - 96" MED-FINE SILTY SAND ,: s r etrJ Matcrtipl,t ,iti:ent hO�
other pervious construction, in aeeorJance With
96" - 178" MED-COARSE SILTY SAND all local building department rel;ulatione.
Future system enlargt emenmay require the
.19 MIN/INCH AT 74" extension of these retaining malls.
GROUNDWATER FOUND AT 166" (EL, 22.4) '-o• Top s" fitell to be topsoil.
21. No heavy equipment shall be run over the disposal
system.
22. For proper performance, septic lank should be
inspected annually and when the total depth of
G �qo scum and solids exceeds 1/3, the liquid depth of
1 i Wit, - 1 the tank should be pumped.
Great Neck
plumbing in [he basement shall be limited to a
'� washing machine if the invert of the outgoing pipe
-� -�� �,• is higher than the fin i.s hod has ement floor, unless
LOT4 I u..- c.� otherwise Ind Ira cede
24. If any haybale checkdams or silt fences are shown
on plan, the
P y :are to be staked in place prior to
any construction or excavation and shall remain in
ofo o �-,� place until all construction, regrading,
-eQq replanti,yt, and inspections are completed.
D6,t fRE �' R PPP 0 . FD
�sm >-tOYDF
r TTt;f �1 F Ij„r3Tn
35 ,,c�0 0 ,xft+roetAt.' '�..=1_ t �_t: hb (._ r_i.? , t1 I 25. The excavator shall notify the local Board of
lth if
C'i N a cle\is
STATE PAR pee a ; ci�� F encountered groundwa to higher r or perched
elevation terthan
-�Ft o I -"-"-- indicated on plan.
._ o�k �tA�n J HO O
�F�-PoR.Li rI,;.1: 01 z,a.., iY�ULTr=t i LEGEND
EXISTING PROPOSED
100-----
„• � -�.� CONTOURS
9'X9 SPOT ELEVATIONS
THE APPROVALBYTHIS OFFICE r% E I -- PROPERTY LINE
DOES NOT GUARANTEE THE � E P EDGE OF PAVEMENT Ea.
EFFECTIVENESS OF r..%Y �_ - - STONE WALL
IPeSTALLFifiOG LOCUS ��� WELL O
DARTMOUTH BOARD OF HEAUH - DEEP TEST HOLE
r ___-_-_-_l LFACHINS TRENCH C�
- - - - - - PLUMBING PPE -
DARTHOOTH BLWIri DULRnkIT
Thisplca the
fined for
rid eieredforzonhe andfand Irst ONLY SUBSURFACE SEWAGE DISPOSR�
to indicate the intent far exh compliance. The applicant/owner wit �ZH Of q a�A
a�P '-�
submit a certified 'as built' plan to determine cowplia�e of the r` 1
KLNNEiH KATHY VON E 1 T F E L D P9
structure with zoaing placement requirements prior to way foundation S R w'
IPA
inspection or any further contraction- FEM iL
�' �h o 3
156 BARNEY'S JOY RD.
N
y SO. DARTMOUTH IAA.
�}}ryry o
,l1lNL u� / � i' �'� ��1
L �
TM OF DARTtlLHtiH BUILDIIO hEPT41
il��_�
ZONING DIST.. "� AQUIFER DIST: ;t l t '? 172 piuittm JSL � cEr �32bfarlb, Fr' Q2741'
lT Ho
F.I.R.K. ZONE L (el I Panel 1250351 00 '-DatE I j v�1 �o� -�Y:
comment: f:�ryq K TH �� JOB NUMBER: OBE 1087 DRAWN B
( � BY: K;'
15n> R. SCALE: AS NOTED DESIGNEE BY:
R
Z.B.A. ICTIOH:
'� FERREIR.A CHECKEL
�>!A EOU�Bm laiARTED case f ciT 110.28716 DATE: 2l1193
t I lYL-'2� E
A COPY OF THIS PLAT TET ACMAII 117 W PIED LAI 9PS , F�7 _ o CONTACT PERSON: KENNETH E. FOPTIEP
Mal= _ � � � S,a ADDRESS: 172 WILLIAM STREET
TELEPHONE NUMBER: 997-6410