Disposal Works Permit1
FINISHED GARAGE FLOOR
45.4
FINISHED FIRST FLOOR
47,50
TOP OF FOUNDATION
I&.50
FINISHED BASEMENT FLOOR
39.0
INVERT AT FOUNDATION
6a0
INVERT INTO SEPTIC TANK
4-4.05
INVERT OUT OF SEPTIC TANK
43.8D
INVERT INTO D-BOX
3,f'00
INVERT OUT OF D-BOX
`F3.45
INVERT AT INLET OF FIELD
43.35
INVERT AT END OF FIELD
43•2
ELEVATION OF BOT, OF SYSTEIV
q1.7
ELEVATION OF G.W.T.
31v.7
FINISH GRADE44,7
FINISHED GRADE 45.Z
MIN. 4345 MIN.
e 40' lip' 8 CONCRETE,.
END CAP,
MIrJ i OR VENT TEE
. � o
44.(00 44.05 43.2
• � o 43.35
4" PERFORATED PIPE
0.005 SLOPE MIN.
HF-AvY t>uTY 4" SCHEDULE 40 PVC. SOLID�t MIN. TO WATER TABLE
s>=� NoT�$' PIPE OR APPROVED EQUAL
.SYSTEM PROFILE
NOT TO SCALE
ALL r0U` D,,1 TION ELEVATIONS
MUST TEL TC�I:E AND
T'VERIFIED
R1 A M� SS. r G. ENGINEER
AND CO?Y SENT TO
-BOARD OF HEAT Tf .
BENC.KMAR►K : NAll- IN
pINE -n:27-=E . EL
�
3' G'
EL. `-3.2.
EL. 4z•77
EXISTING 'r}Z.2
MIN. PROPOSED GRADE 44,7
�• �• 3- 12" MIN. COVER MATERIAL
2" e "- z " WASHED STONE
11
e I a"- I z" WASHED STONE -T1
., w .
EL. 3& MAX. G.W.T. n board r: -nita 111-,�J..: 1L
_ dI
Retl it d vlien bnavated
LEACHING FIELD SECTION -
NOT TO SCALE
PRECAST 1000 GALLON SEPTIC TANK
NOT TO SCALE
€�1e approval by this Office
clops -I,nt C1.11tee t1e
ti 11
Ef f6CtiV L=i 32S G1 c uv
wEtallaz ,0111
Dartmouth Boltrd
M.S.L•1
F-Y IS7ING PATH
SF-E (NOES IS I ICv. REPLACEMENT
-Of MA-M9I A - TO SX MND de
oown► 84" SE -Low EXISTING
W 1 1
� 1
1 1
a
01
0
..J
LU
mom 1
u•
i
1
/
11
5'-8"
BASIS OF SANITARY DESIGN
NUMBER OF BEDROOMS 3
GARBAGE GRINDER NONE
ESTIMATED SEWAGE FLOW 330 GA1 rA-r
SIZE OF SEPTIC TANK Iwo GAL
PERCOLATION RATE M mmihNC.H
DESIGN RATE 12 M1W/1Nc.N
LEACHING AREA PROVIDED Z.0vto-M A 3o L.IEN&;m = 7ZO.00 S.'
TOTAL SYSTEM CAPACITY 720.00 SY.xa,49 C-�L/s•FIDAY= 352.80
-rov L- - 3 52-. So GAL f PA`(
DEEP TEST HOLE INFORMATION
-MST PIT# 1
0--S" -rOPSO1 L
8"-32" SILTY SUBSOIL
32"• 84" SAND, GRAVEL,
SILT MED. PACKED
84 =135" SAND,GRAVEL,
TH S S` URTE '� IS I:1,OT DESIGNED s7a�1>=s so1�>= sIL'T-
'� (� F ; �- - , 135 -1 SO CRAW/-L, SAND
TO i.)'U : i,' r >r fill t 1D"A� U' TEsT-TAIcEN AT 9fv,
�II�1 GRa1NDWA'I••eR•AT t35"
-MST TAKEN $Y
DARTMOUTH BOARD OF HEALTH KEN Fo"14?-
- W lTN'ESSED 8Y:
A . 'BARSoZA
1
I APPROVED
BOARD or HEALTH
z-
D�I��e
By C.
TOWN of DAR .SOU �
LOT 1 ON A SUBDIV I S 10 N
PLAN EMT rTLEb S M ITH FIELD
PLACE" DATED 9 - 22 - SG
AREA: 1.305± ACRES
OW N ER : ROS FRoY QU I N zAN I
EO•WTE DIIANAOE 1
EASEMENT1 I3
LOT 4� LOT 3
1 1
11
�3• I /N2roO0-E
b tiE
L• ST 1
L•2091 9• [p q
N 7]'3d0dE �. •p� L•a33!'
70ca a'.�k R•2300'
1 p1 (L.2,06 LOT 2
LOT 5 L•8333• J
R.�00, Z, 420
L.2, 05;
Nf 42 6� o S451oO00'E S01'Z 14
.. 10000 60 00 $z-
201.13-
LOT 6 C, LOT I
r o 7, . .
a000 11000'
1T 8 W QJ
e
4IV F �'NI�A J, ip N ry
R-2500 =1� N R•2500
L-3927' r� vi : �L•39.2r
2931' \\2932'
10000• I IMOV
S I314'I o'W S 13'35'4e4
SMITH NECK ROAD
a
-rr-S7 P rT # 2
O 10" ORGAN 1 G LOAM
/0"-24" S I LT(, SANITY,
SUBSOIL
24"-60" S I L-IY SAND
AND GRAvE.L
!O"-108" SAND GRAVEL,
SOM>= SILT
GROUNDWATER AT C,64o"
'T-ST TAK1=W 8 Y
KEN FORTIER
W ITN ESSIED SY :
S. URIFFIN
• A i f ilp.danz
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. tview
I
rea kn
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AV
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k
r ';o• S ith Nee, /• } o Nonquittti.T
k Golf
ROAD 1 41 P) •�I % Course-) ;'I .j1••��_H� . a
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' ' Shore res, ,
I, I.� all�lr_ .
LOCUS ' :.�L' •li; ••.
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GRWN
�\ /• -0 \ . i � ...- PRIVVAA
TE �\ -
N ; oRadio
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Cedar
Island 1
LOCATIIN MAP
S W 31.1
33.4
9713' j
to
o
r3ECEi'i`
1�
S13.33`I1fW rn n �,
soon' �0�
ST30 1400 78 9'E
N
NOT TO SCALE
TOW�II #I LY ,N of "as
*4Ow*t//�
4 t► �.� /0 Gam ! JO H N S
s f.
L.ENARD
,1 No 2t695 <,
Building Cam:: issi•►a
E
s �
KEN
o� NETH
An
3 C" _
As Built .: - ,� �°`l must L-� � R.
FERREIRA
stibmitt t to tiles 'Diai'-ding 0 No. 28716 Q
Dept • prior to cal'!ng for Fc►sli
a founclaticn in--pection or � �1 'II10
any further con ruction • , �`'
NOTES
1. The sanitary sewage disposal system shown hereon
shall be constructed in accordance with the
requirements of Title V of the state environmental
code and local Board of liealth regulations.
2. Any verification or modificatins to this design
must be approved in writing by the engineer and
the Board of Health prior to implementation.
3. Notify the local Board of Health when the system
is ready for inspection, prior to backfilling.
4. If confirmation of construction is required by an
engineer, notify this office prior to backfill of
the system.
5. Contractor shall verify and check bench mark as
shown on this plan prior to construction of the
proposed system.
6. Soil logs indicate soil condition, percolation
rate, and water table elevation found at the time
and location of actual testing and should be
verified at the time of construction.
7. The septic tank shall be a 1000 gallon Linhares
Precast, Rotondo, or equivalent unless otherwise
specified. The inlet and -outlet pipes are to be
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 ASSI{TO 11-10 loading requirements
unless otherwise specified.
8. If any components of the proposed system are
specified as heavy duty, those comporLtnts shall
conform to all State and Local requirements for
ASSHTO H-20 loading.
9. Septic tank, distribution box, and leaching pit
(if any) access manhole covers are to be built up
to within 12" of finished grade unless otherwise
specified.
10. The distribution box and septic tank shall be
placed on a minimum 6" compacted gravel base to
prevent heaving or settling.
11. The pipe between the house and the septic tank
shall be 4" extra heavy cast iron, ScIltedule 40
PVC, asbestos cement or other material acceptable
to the approving authority. The slope of this
pipe must be a minimum of 0.01 (0.12 :Itches per
foot).
12. The distribution pipe shall have a slope of 0.005
(6" per 100 ft. length).
13. All joints must be watertight, sealed with asphalt
cement or equivalent.
14. If leaching facility and septic tank are located
at least 25' from the house foundation, a
foundation drain may be installed at the owner's
discretion.
15. Excavate all unsuitable soil in the area of the
leaching system to the limits specified in Reg.
2.17 of Title V and replace with clean, coarse
sand and gravel.
16. Any fill material required around the system,
beyond the washed stone, shall be clean coarse
washed sand, with a perc rate of less than 2
minutes, free from fines, clay, organics, stumps
-ad s:.orias. _
--- -- --
17. Grade of the first floor of the house is
approximate; it may be raised but not lowered
without the consent of the engineer.
18. Unless specified in the design analysis, this
system is not designed for use of a garbage
grinder.
19. If any leaching area concrete retaining walls are
shown on this plan, they shall be cotstructed
watertight, without weepholes or other pervious
construction. Should the reserve area be built in
the future, it may require the extension of these
retaining walls.
20. Top 8" of fill to be topsoil.
21. No heavy equipment shall be run over the disposal
system.
22. For proper performance, septic tank should be
inspected annually and when the total depth of
scum and solids exceeds 1/3, the liquid depth of
the tank should be pumped,
23. Plumbing in the basement shall be limited to a
washing machine if the invert of the outgoing pipe
is higher than the finished basement floor, unless
otherwise indicated.
24. If any haybale clieckdams or silt fences are shown
on plan, they are to be staked in place prior to
any construction or excavation and shall remain in
place until all construction, regrading,
replanting, and inspections are completed.
LEGEND
EXISTING PROPOSED
too ----CONTOURS 100
SPOT ELEVATIONS
--- PROPERTY LINE
E.P. EDGE OF PAVEMENT
STONE WALL
WELL
-1� DEEP TEST HOLE O
LEACHING TRENCH
SOLID PIPE
SUBSURFACE SEWAGE DIS SAL
ROB ROY QUINZANI
LOT 1 SMITH FIELD PLACE
DARTMOUTH, MA.
( 1h P0.0vu ng�n��zirc Chu_, 1xtc_
172 AiWam o$ eia 23ebfurbo 2ff(?,6 112740
JOB NUMBER: 0.-3 615 *37D DRAWN BY: -rM. K
SCALE: 1 30' DESIGNED BY: /K•9,F
DATE: 247-87 CHECKED BY:
CONTACT PERSON: WILLIAM F. SMITH DRAWING NO.
ADDRESS: 172 WILLIAM STREET
TELEPHONE NUMBER: 997-6410 370