BP-654ATO TES
1, Prior to
any excavation on site, the contractor shall
contact
MA Dig Safe to locate and verify the location of any
and all
utilities on the property. This Site Plan may or
Troy not
show any over -head or under -ground utilities.
2. Prior to
the construction of the building foundation, the
contractor
shall verify the elevation of the inlet to the
existing
septic leaching pit.
3. Prior to
the construction of the building foundation, the
contractor
shall verify the ability to provide minimum slope
requirements
on all septic system piping, all elevation
drops in
the septic system components and minimum ,grade
o.
Q�
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LEGEND
�
EGEIyD EXISTING o ORIGINAL HOUSE WAS •DESTROYED BY FIRE
ap PROPOSED LOCATION OF DWELLING
WELL
STONE WALL PROPOSED FOUNDATION
ELEV. = 102.00
CONIFER TREE 100.2 PROPOSED BASEMENT
HANDICAP ADJUSTED N✓ATER CONCRETE SLAB ELEV.
ELEVATION = 87.7 , - 94.50
1
cover requirements over the septic system piping and DECIDUOUS TREE
components in relation to the designed elevation of the !
proposed building foundation. X 100.5 EXISTING GROUND SPOT ELEVATION
41 The contractor shall reposition and relocate the septic tank ""-9°"---" EXISTING CONTOUR r X 100.5
and distribution box as necessary, while mointoining any and —99 PROPOSED CONTOUR 1 1Cu
all dimensional setbacks and pipe slope requirements.
0 O EXISTING SEPTIC TANK
5. If any discrepancy exists, prohibiting the mointaining of dimensional and slope requirements, the contractor shall ❑ T EXISTING DISTRIBUTION BOX `O
contact the design engineer prior to the placing or pouring (iN \ ! 1"0t t.
of the building foundation, F ,
6. Notwithstanding the specifications on this Site Plan, the \ {
contractor shall conform oil work and materials to the
requirements of the Commonwealth of Massachusetts sanitary \ ;
code ond/or the Town of Dartmouth Eoord of Health o `� r ✓
Regulations.
1 \\ J EXISTING 10 GALt'�p �- ,✓ Tp
7. 1( any discrepancies exist between this Site Plan and the ��_ SEPTIC TANK -� r�.� ✓ /` p�Oo
requirements of the Commonwealth of Massachusetts sanitary p (SEE NOTE �J4) r 0 _ ✓��✓F
code ond/or the Town of Dartmouth Board of Health SOIL STRATA ' '-� 0
Regulations the contractor shall immediately inform the
design engineer of said discrepancies prior to any PERCOLATION
furtherance of work.
FRIABLE ^
FINE SANDY LOAM X 9B.3 ems. ,FAITH INSPETL`fl&f r
IT 5 \ s\ \ REQUIR 'JHEN EXCAVATED ;
70P Cc PIT { FRIABLE ^p i
ELEV. = 9 6.4 ZIHj
.�4' ►ter 5' ��.'R—�--4' _ SAVOY LOAM
EXISTING SEPTIC
.'22 96.9 ]O 11 ba r LEACHING PIT
d FIRM ✓
i O 0 LOAMY SAND BENCHMARK:
a _ WITH STONES NAiL SET iN ; 12" PiNE TREE
ASSUMED. ELEVATION = 100.00
INV. IN ELEV o
= 95.6 '
SAND � This System 1s Not De igned
w W ` I WITH . COBBLES
\ T r� T 7 For Garbage Grinder, lA hirlpool
3.9' EFFECTIVE O Q O Y 4 4 Z �J YS� TEIVI CA L I: IJ LA 1 1 01 � S
^EPTH OF l �z I 144'i 87.6
oCHiNG Pr. CI L� m N PERC TEST ELEV, - 92.3
r Other t�9igh Water USE Devices.
p2 PERC RATE i" IN 4 MiN. DESIGN CAPACITY REQUIREMENTS: 2 BEDROOM x 700 GPD/BEDROOM 220 GPD
4' FEET ABOVE z
WATER TABLE �- �- BOTTOM OF PIT
SEPTIC SYSTEM CONSTRUCTION: 1 LEACHING PIT ROTON'DO & SONS DW-6 WITH
t 4' OF CRUSHED STONE SURROUND SYSTEM PiT IS 6' DEEP
SOIL PERCOLATION RATE: I" IN 4 .MIN
87.7 HANDICAP ADJUSTED WATER TABLE SEPTIC SYSTEM LEACHING CAPACITY:
GRAPHIC SCALE SIDE: 3.9' EFFECTIVE DEPTH x 40.8 LF x 2,00 GPD/SF _ 318 GPO -
I ( F OF BOTTOM x'`0.83 GPD/SF" = 109 GPD-
20 0 10 20 40 8
EXISTING LEACHING PIT - v __4__ ___._- _:.1 YsrEM Is CONSTRUCTED TO ACCEPT 427 cPD
D D D I
NOT TO SCALE ( IN FEET)
.._ __ _ -- - - -- - - -- -- - ------ 1 inch = 20ft.
MAY 1195
THIS PLAN IS VALID ONLY IF ACCOMPANIED DATE. REVISION CRAvnNc TITLE '� r - - -.-- --- —. __.._: _ __ �._ ._ _-_ ----_ _
N✓ITY THE OR1GiN4L SIaNATURE AND SEAL SITE I MAUK BOUCHER & HEUREUX INC
OF G E. E. iN TOWN Of DARTNIOU H - i +
2 �"7,sourH DART o r " D of HEALTH [ CiVIL ENGINEERS AND LAND SURVEYORS
> OF 648A AMERICAN;LEGION HWY.
G ENN E. d 4 � .s+9ss9 / RRaEcr A � J WESTPORT, MA 02790
o� GMA KLENm E �m� 179 J�R�I 1rY R��fl (508) 636-5905 FAX.; (508) 636 2477
sv - 380
$�A � No.38097 y
t`
�oF�prSTER� ��� CLIENT SCALE. I" = 20' DESIGNED BY: GEM DING #449-0101 '
rQrsAL EHG� — //�J� / /+O�r DATE: BY: PW 95 CHECKED BY: GEM
>r I �V GOES DRAWN BY. PN�M APPROVED BY: GEM
SHEET NUMBER 1 OF 1 PROJECT NUMBER: 444-01
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VM OP DARTMIDpid BllILDIBG DEPART B7 FiiE t rARTtlFRi fii,Fl
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This plan, has been revieved and accepted as a record copy of vnrk
This plan is berety endorsed for construction subZ to s+lbvission cf
proposed to be perferred in cor;liance vith 782 CCR Sth Edition.
detailed Fire Protection plans certified as to ccvpliance vitb
S1' �' -
_
- The ovner, applicant/agent andle: architect/engineer is responsible
applicable Lava d Regulations 1527M A 78,,M1 to the District
-.
for insuring final eorpliwre vith the above-rentioned code
Diet friar' to Etart of COUtriMbOla of Why F1ih eyitel, YOU nr YOU
nctvithstarding any errors or Daisies in the record plan. Any
representative lust contact the District Chief prior to start of Fire
hin ovner, license contractor or engineer Bust be reported to
Protection York.
ffice ilrediately. Any change in plan rsst to suh.dtied to
Chiefffic
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District Dateure
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TOW11 OF DARU.',OM '
RECORD PLAN
A Copy Of This Endorsed
Plan Must Be Kept On`Site
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