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FINISHED GARAGE FLOOR
105.0
FINISHED FIRST FLOOR
1015
TOP OF FOUNDATION
FINISHED BASEMENT FLOOR
99.0
INVERT AT FOUNDATION
104.55
INVERT INTO SEPTIC TANK
104.35
INVERT OUT OF SEPTIC TANK
104.10
INVERT INTO D-BOX
Io2,e5
INVERT OUT OF D-BOX
1o2.6121
INVERT AT INLET OF FIELD
IOZ,58
INVERT AT END OF FIELD
102.4
ELEVATION OF BOT. OF SYSTEN
101.7
ELEVATION OF G.W.T.
ty&,7
FINISHED GRADE 104.5
u /02.85
a /2 ' 97'
104:55 /o4.3S z
:.a ,
a Io4,10
4" SCHEDULE 40 PVC SOLID_
PIPE OR APPROVED EQUAL
ALL FOUNDATIo4'V ELEVATIONS SYSTEM PROFILE
MUST BE TAKEN AND VERIFIEL
BY A MASS. R.EG . ENGINEER NOT TO SCALE
AND COPY SENT TO
BOARD OF MEAT •'ice
- FINISH GRADE 10319, ►03.9 MIN. PROPOSED GRADE NOTES
MIN. ExtS-rtNG to2.? C�
1 1r�(h�i f lZe r 3 3' y. /z MIN, COVER MATERIAL 0 1. The sanitary sewage disposal system shown hereon
p2.Gi3 f f {i t
u a b ,r��
'. ;.'.a • - shall be constructed in accordance with the
$Ile_ 2 MIN. - 2,. '�-��- `�'�� WASHED STONE �. requirements of Title V of the state environmental
CONCRETE, EL• /02.¢ 9" code and local Board of Health regulations.
8 2
r$ END CAP . 4..
A79 OR VENT TEE �j" /2' - L _ t.icuiv rc•.cLM!!a I Z" WASHED STONE _� - 2. Any verification or modificatins to this design
,oz.se ID2.4 EL. lol.7 24' ,4PERFORATED PIPE � �t4 must be approved in writing by the engineer and
5 =4'
.o ►+�„ v the Board of Health prior to implementation.
0.005 SLOPE MIN. (.O3' tEe 10�¢ 3. Notify the local Board of Health when the system
5' MIN. TO WATER TABLE 4'+ 1' HAN ID CAp
'^ ° ,. is ready for inspection, prior to backfilling.
EL. 96'7 MAX, Ij,W•T• I 4. If confirmation of construction is required by an
to' / engineer, notify this office prior to backfill of
b.evatlOns NSUut not b$ /� the system.
O^ 5. Contractor shall verify and check bench mark as
L EACHIMG FIELD SECTION! shown on this plan
p prior to construction of the
Cha�n�ed �ithcat �OARj / \ems y
of HEALTH Approve.. i proposed system. �
NOT TO SCALE
6. Soil logs indicate soil condition, percolation
PRECAST 1250 GALLON SEPTIC TAN rate, and water table elevation found at the time l
and location of actual testing and should be
NOT TO SCALE 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
107
t0(o
106
104
SEE NQ7�5 IS � IG.
FILL MA•Tr_-Tr_r6 '
EXtsT1NG G,2ApE
I
1\
1
t-rd of Healt,� Inspectiol 105
quired 77ben Excavat,
1
1
I p2
t: P lol too ��-���
SLADES FARM ROAD
_ BENCHMARK: RIM of
DIRAIN MANI-1oL.r_
r.L. = 100. C)0 ASSUM�tJ
�uanr7i�nNruAvAoenwmaliw..wy�onu.n.,.wwuuNr+AUA�Mut�eal,r+�rere++.w�r�:�wIP11- a-w-owgp(Itl.4ac{
T1 UAS18 OF SANITARY DE81GN strength is to be 4000 psi, 28 days, and
ale approval �v Lf1iS O�C$ reinforced with 6 .x 6 - 10 x 10 wire mesh and
oes Ilot _ conform to all ASSHTO H-10 loading requirements d
guarantee the unless otherwise specified.
�fectiveness of any NUMBER OF BEDROOMS4
t^IlatlQIl GARBAGE GRINDER NON7_ S. If any components of the proposed eystem are
C.. �` specified as heavy duty, those comporents shall
%•I'*: mouth BOFVrd of ITne,lt�t ESTIMATED SEWAGE FLAW 44o GAqDAY conform to all State and Local requirements for
SIZE OF SEPTIC TANK r'_So GAL ASSHTO H-20 loading.
PERCOLATION RATE
DESIGN RATE IO MiN INCH 9, Septc tank, distribution. box, and leaching pit
(if any) access manhole covers are to be built up
to within 12" of finished grade unless otherwise
LEACHING AREA PROVIDED 24' wtrsrx x 36.' LEND" = 1B64, 00 S.F. specified.
10. The distribution box and septic tank shall be
placed on a minimum 6" compacted gravel base to
c r TOTAL SYSTEM CAPACITY Se 4.00 S.F x Doss C;Ai_/S.F./DAy : 47s,ZO prevent heaving or settling.
_ S SYSTEM IS NO The ice between the -house and the septic ����� TOTAL= 473.ZU GAL/DA`( 11. p p p c tank
Ttshall be 4" extra heavy -cast iron, Schedule 40
ACCO_ I �IMODATE A GARBAGE - PVC, asbestos cement or other material acceptable
RESERVE I15'wib" X4g'I�Nt;7}l - SG4.a�S.F. X o•SS G4z�s.F.�DAY = 475,ZD GAL/0_4Y to the approving authority. The slope of this
1��LR pipe -DEEP TEST MOLE INFORMATION- foot)must be a minimum of 0.01 (0.12 :luhes per
DARTMOUTN BOARD OF HEALTH
-I >_ST PIT ## 7-09 -MST P17- #t ZOI 7E!. T5 -rA-Kr-_N 33Y : 12. The distribution pipe shall have a slope of 0.005
0"-G" HUMUS S,�ME PA1k-E Z10BRO (6" per 100 ft. length).
00"-30" SUBSOIL WITNESSED 8Y : 13. All joints must be watertight, sealed with asphalt.
30"-.90" COARSE A. C. '9Al2,307_A cement or equivalent.
GRAVE.L,7?,A0= SILT Z-27-SG 14. If leaching facility and septic tank ,are located
t-sTTAKEN AT -5�9" at least 25' 'from the house foundation, a
foundation drain may be installed at the owner's
WA -MR FOUND AT '73" discretion. k
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 r•._•: -,_.. ^ n-^{l•e $t-iim -
and stones.
17.. Grade of the first floor of the house is
PERCENTAGE of IMPERVIOUS MATERIAL approximate; it may be raised but not lowered
EQUALS ? f + OF Ldi". without the consent of the engineer.
i/ x �✓ nt �--� 18• Unless specified in the design analysis, this
/ o o"` �°< '�_ -Co �� „New(6edrorA j c`l system is not designed for use of a garbage
L.,t'Si o ° 1ii - ° t""t;ity ,,lie Rapqd o grinder.
11 ON A SV%01Vt st.ON PLAN .�1� `��..� 1 �r ° g
WIM71-1`0 "5LA1>ES FARM" '^ 0 � ' N
•i ; �, » �_: �d - 19. If any leaching area concrete retaining walls are
DAtIM 7-10-95 �,�� ��� ` �- A05
% shown onthis plan, they shall be constructedwatertight, without weepholes or other pervious
AREA = 45, 813'- S,F, IzG dleys orner , - o °`° syconstruction. Should the reserve area be built in
UnlN ER = Atvt"oNE AW£S• ,_i_\ �' ooi �the future, it may require the extension of these
retaining walls.
0 ••b��O �1 o u 20• To 8" of fill to be topsoil.
_ra d - -
system.
No heavy equipment shall be run over the disposal
'• ,
t rry I
•.I'1� - .
I
o 22. For proper performance, septic tank should be
o o _ _ leg inspected annually and when the total depth of
scum and solids exceeds 1/3, the liquid depth of
` w n•!� .� ; •,; , the tank should be pumped.
23. \ RD
q
"st�7° C R^-�' "� .� IZ� e� Ills �? i Plumbing in the basement shall be limited to a
- •- washing machine if the invert of the outgoing
L �� 0 g pipe
w� a � it ) so M �Ji l \ Pit• is higher than the finished basement floor, unless
0 :� C des-.o n r � VV �1 ° �? ��' �; otherwise indicated.
00
1 C4 = 24. If any haybale checkdams or silt fences are shown
D o� f rl b 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.
S`5
LEGEND
LL • ( EXISTING PROPOSED
0 o f too--_- CONTOURS
01( - - SPOT ELEVATIONS
o \ I` ---- PROPERTY LINE
y' I E.P. EDGE OF PAVEMENT
STONE WALL
11 WELL
LOCATION MAP _1� DEEP TEST HOLE
LEACHING TRENCH
NOT TO SCALE '�� SOLID PIPE
RE�/iSb-� � ,NeV�D HeuSE S- /Z • 8 7
I TOWN USE ONLY S� UR
- IN, . FACE SEWAGE DID S L OF
N M
An �y Alvi'OI�IE ALVES
G '.III u' '� 4�jt Wild t -� JOHIv F s
LEIARD
subr ltt-c; '0 � 1 No. C6,295 LOT 1 1 SLADES FARM ROAD
De t . 6l
prior to ci`=t fir °R TES ° ;tip/ D A R T M O U T
a foundation inspection MAN
, or
any further construction;
0� �4Rt
�,! e O
G
c A
Building r
�I�rE iII� DYt 2' gfurtring QLV..11 C�
E�,TH OF s 172 -PIV m �3L �hfu FrH=b, Fi l 02740
b� KENNETH
o R.
•�Q{� FERREIRA
ss AFQSTi' 'lip
7 ��9 a Pt Ca
�S4 C H U S��
,11,V
JOB NUMBER: 0. s E. -04o7 DRAWN BY: -r.M, K
SCALE: 1": so' DESIGNED BY:,�. c,F
DATE: 4-24-67 CHECKED BY:
CONTACT PERSON: WILLIAM F. SMITH DRAWING NO.
ADDRESS: 172 WILLIAM STREET
TELEPHONE NUMBER: 997-6410 407