BP-623FINISHED GARAGE FLOOR
17.50
FINISHED FIRST FLOOR
20.0
TOP OF FOUNDATION
19.00
FINISHED BASEMENT FLOOR
11,25
INVERT AT FOUNDATION
14.75
114.25
INVERT INTO SEPTIC TANK
INVERT OUT OF SEPTIC TANK
14.00
INVERT INTO D-BOX
13.80
INVERT OUT OF D-BOX
13,63
INVERT AT INLET OF FIELD
13.63
INVERT AT END OF FIELD
13,50
ELEVATION OF BOT, OF SYSTE
13,00
ELEVATION OF G.W.T.
9.00
1. The sanitarysewage disposal system shown hereon
shall be constructed in "accordance with the
MIN �� FINISHED GRADE I5.30 AVE FINISH GRADE15.35 14.6 EXISTING 15.35 '.'!N. PROPOSED GRADE g 1 y
p - ' requirements of Title V of the state environmental
MIN �" ' 16" MIN, COVER MATERIAL code and local Board of llealth regulations.
t � g
d - ..... , . .... .. .. ;13.8 13.63 ,,. J' r` 1
6
6 � _
MIN 6 6 3 � _
Jor•-2 MIN.. 2" 1" WASHED STONE - --- _-- - - t_—___ - Any verification or modificatins to this design
v' 'P„ �,o a c1 CONCRETE, EL. /3,50 2 1 13.L - -- _--- ,` _ l must be approved in writing by the engineer and
T— �.. END CAP l0" �, I
2• ,: �° ' 6" 4% IZ" WASHED STONE _l lr the Board of Eiealth prior to implementation.
14.25 _
-- - 1 +ioUio VVEL Mw 3.. Notify the local Board of Health when the system
Uv �: :—,.. .; vENT TEE •6 I:'1_, 13.00
� � OR E 67" 5 '
,rrr � -_
11.25 .� _ 13.50 /8' F� -= o - -- ----- - - -- -
/4.75 13.63 i
a,'� •�. 14.0 .¢It PERFORATED PIPE \\� Iu l "'" f is ready for inspection, -prior to backfilling.
;p o '.. • .. 4' \\ \ 5 —8 r, 4 . ma construction d
0,005 SLOPE MIN. _ '�
• •. \ �j � � confirmation of co struct'on is require b an
If cUn y
\ ,o engineer, notify this office prior to backfill of
w,E a. -TEE the system.
_ 4" SCHEDULE 40 PVC SOLID 4� MIN. TO WATER TABLE -'
EL. 9,00 MAX, t=.V`J.T. o �,�„
board of Health Ins + ctl is _ -- g.0 _ �I
PIPE -OR APPROVED EQUAL - = p' �� -�
Required when Excwvatue 5• Contractor shall verify and check bench mark as
ectlol 8 / I shown on this lap
Board of Health lnsp ems. �� proposed y tem. prior to construction of the
p r
required when Excavated \ L -- -- -----1 _ system.
/ Soil logs indicate soil condition, percolation
SYSTE PROFILE LEftC � FIELD SECT1
' O � \� ��/ A rate, and water table elevation found at the time
NOT_ and location of actual testing and should be
TO SCALE
S C A L E verified at the time of construction.
y�� 7, The septic tank shall be a 1000 gallon Linhares
Clevations Must not be PRF-CAS 1 1000 f-kUU0t 1 SEI 1 lC T ,61 Precast, Rotondo, or equivalent unless
ChanEd without BOA �.� _
of HEALTH Aprova► 1 otherwise
specified. The inlet arrd.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 ASS1IT0 11-10 loading requirements
S
76o unless otherwise specified.
O9'48" E *41S OF S�� ' IA
� � f�� DESK 8. If any components of the proposed system are
specified as heavy duty, those components shall
conform to all State and Local requirements for €
ASS}{TO 11-20 loading.
NUMBER OF BEDROOMS 3
GARBAGE GRINDER NONE 9, Septic tank, distribution box, and leaching pit
• OWNER: SHARON L. DOYON •ESTIMATED SEWAGE FLOC!/ 330 gal/da cif any) access manhole covers are to be built u
y to within 12" of finished grade unless otherwise
PARCEL "C" OF A PLAN
PAGE RECORDED IN BOOK 10 SIZE OF SEPTIC TANK 1000 gal specified.
DATED 5124184 PERCOLATION RATE 2 min /in
ASSESSORS MAP 25 LOT 6 . DESIGN RATE 2 min /in 10, The distribution box and septic tank shall be
placed on a minimum 6" compacted gravel base to
A
AREA: 1.12 ACRES + . LEACHING AREA PROVIDED prevent heaving or settling.
IMPERVIOUS COVER: 10% OF LOT
25' Length X 24' Width = 600 S.F. 11. The pipe between the house and the septic tank
shall be 4" extra heavy cast iron, Schedule 40
TOTAL SYSTEM CAPACITY PVC, asbestos cement or other material acceptable
' to the approving authority. The slopr, of this
600 S.F. X 1.0 gal /S,F, /cay = 600 gal /day foot) must be a minimum of 0.01 (0. 12' riches per
7110f)
lU.
12The distribution pipe shall have a slope of 0.005
1EDGE OF WETLANDS
16 151� 13� 0O .� �,. (6" per 100 ft. length).
D[..ER ES H, E 1NEOR rAT101
17 , , � \ W CD r �: , � (
1 \ 1 1 \ \ � \ \ - � r6 �, 13. All joints must be watertight, sealed with asphalt
cement or equivalent.
\ \ \ \ \ \ O 305'+ l d- . PERFORMED BY :
\ \ \ \ O MANUAL GARCIA 14. If leachingfacilityand septic tank are located
Z WITNESSED BY : ANTHONY BARBOZA JR, at least 25' frm the house foundation, a
DATE : MAY 4, 1983 foundation drain may be installed at the owner's
\ \ \ discretion.
17i \\�\ O
14
\\\\\\'\ \ \ \\ \\ \\ , z LOT N 15. Excavate all unsuitable soil in the area of the r
\\\ \\ \ \\\ \\ \\\ .j, leaching system to the limits specified in Reg.
/� 8
\\\\ \\\ \ \\ \\\ \\\\ I•'2 ACR T.P. #I T.P. #2 2.17 of Title V and replace with clean, coarse
\ \ \\ \ \ \\ \\ \\\ \\ \ N SOIL STRATA: sand and gravel. g
0"-20-' LOAM 8 SUBSOIL 0"-18" LOAM 8 SUBSOIL
16, An ill material
\ \ \ \ \ \ \ \ O� 20"-120" COARSE CLEAN 16"-120" COARSE CLEAN y frequired around the sy'..em,
SAND SAND W/GRAVEL. beyond the washed stone steal] be clean Cva CAE]
Q� washed sand, with a race
\ \ pe or ]es t
\ \ \\ \\ \ \ \ \ \ \ VA \VAA \ minutes,
nee from fire, clay, =
or1.a 'cs, :mr;s
DEPTH OF HOLE: 120" 120"
------DEPTH O, FEr�C: R�.:�: ,
\ \ \� EDGE OF WETLANDS v -- n 68" 73��n�rr '- ' . Gr 3 t
DEPTH TO G,W,T,: 68"
wi L�Olit t, E
\ \ V A \ V� � _ 18. Unless specified ir. the t'.csicn analysis this
system is not designed fe: e Y a prrbate
�` ► LOT C \` ; N, , 8 9
100' BUFFER ZONE / / / / / f' \ \ \\ \ \� I 1 O v 19 . I f an 1 each i >
''2 RES grinder.
\ \\ \ 12 d,
I y n1, area concrete ret:aining sa: is
are shown on this plan., they shall be
4constructed watertight, without weepholes or
-13
�. other pervious construction, in accordance with
all local building departrer.t_ regulations.Future a
2o- _ extensionofretaining may walls
17 refit"ire the
/ 7 / I8 SEE NOTES #15 a #16 ` g
ea / 70• Top 8" of fill to be topsoil.
'FROM
/ FILL TO EXTEND 10' IN ALL
HORIZONTAL DIRECTIONS � �.. - T6' /
EL, 14,00 DOWN TO ?. 21. No heavy equipment shall be run over the disposal.
I` i THE NATURALLY OCCURING j6 - ,.,•\ _ =-,c �_- .,� e '\ system.
'COARSE CLEAN SAND ( STRATA (APPROXIMATELY EL,=!26012
\\ 22. For proper performan
ce, septic tank should be
inspected annually and when the total depth of P
Z� ' scum and solids exceeds 1/3, the i
l \ \ \ j0 NOTE: NOT TO BE LESS ; •'• \ ` - liquid depth of
II 1 -
I \ hoard of Health lnspectiol �. THAN 10' REQUIRED SIDE= \L �' - `� �' '`/_
t \ Required when Excavated o`' . 1 the tank should be pumped, w
\ 1 YARD SETBACK, •1
, I- _ 1 i�• :^� `i 23. Plumbing in the basement shall be limited to a
OWN IT IS RECOMMENDED THAT - ' washing machine if the invert of the outgoing pipe
`.�., �_I
e =d,.''•� J is higher than the finished basement floor, unless
a\ _ _ - - 25• F 0• RAD• THE FOUNDATION E - - } g
nn n ,
/ � , WE �O ION B �', �� I/�` "` I �� noRrN ` v '\�9 otherwise indicated.
25' 25/ THIN STAKED PRIOR TO _
\ \ \ -
IS ► 4 CONSTRUCTION. • -'�. r - - �: - Z• . ,
I ;�f 24. If any haybale checkdams or silt fences are shown
\ \ 17 100' BUFFER ZONE / \ \ \h 5/ 2 �. �h,' \_' `oNonwitt� on plan, they are to be staked in place prior to
\R—Gt B -�/ dolt any construction or excavation and shall remain in
\ O r RESE 1 \ \ 24 r, C ROA - s1 I place until all construction, regrading,
I r' `; replanting, and inspections are completed.
SVG1 Y ` ' \ p, f j /�� 11` , <, ! \ _ Shore 25. The excavator shall notify the local Board of
fPM ,NG _ e groundwater or perched water is
I Health if
I� No ��,\ encountered at a higher elevation than
I TWO CPA
D�"� - _ -16 92''��-�-- - w I ` ' _
�'� ti' indicated on plan.
15 LEGEND t
TWO CAR
PARKING
/ E.P.
ROCK ,
/ ! W
12 13 RF_NrHML RK• ('HI-SFl qn► ►A RF
Board of Health lnspectiol
Required when ExcavaxRw'
_ —16
APPROXIMATE LOCATION
OF 8" WATER MAIN
— 15
E.
THIS SYSTEM IS NOT DESI NED
IV
i
uii t .
DARTMOUTH BOARD OF HEALT14
34,,305' W ER.
U UEE R -
, oa ( �... - - 2
R0 �'� �— — , $ \\ GREEN /----
W ALL FOUNDATION ELEVATIONS _ �_
--_ , -�— - 8" MUST BE TA KEN A'Vn Zr4,I-1TI IEI) I
BY A MASS RE . ENGINEERL0 ILO MT I k) I i 61 A
AND COPY SENT TO NOT 7 1 _ALE
�
F NFAT.TN. �.
APPROXIMATE LOCATION
OF 8" WATER MAIN °cA R r �, _ '_�'
a
Pp p c d fo o k
M OF
APPROVED G
TT�t '
�, �' m��sp!� MIILLIAM F. .r.L�i. cf s� � �T i H ; ,� A p SMITH �
D-, N � Buildin ommissioner t'�T; EIS �jj„lilF Survey rl o gVIL
'` 4' rj j Y ust be
15 � and :itt0d to t 13 Bui!ding u
�1-•- L "Y� ?, & P 1 ace d` Do rt • prior to calm- for
Tu"WE ol< ART10tiUT _H I 4S t�
q�C N US foundation inspa Hon or t r-5- 151
any fort_ ear construction.
Your Draw��g r�t►��siv�% OF
P.f I t]v Building During T e� l� ,. � 1 y ��� KENNETH �s
i7Y approval bV, L] 1;, ofnr.
.rP 'g-resS Of q s FERREIRA H
1 4 Ico,
t lE �, 10 No. 28716 Q
c LL'C fe " of 3n� ,r_�CIly �.y' rJ C tERE
r �O "'2 of t LAIM S
Dartmoutb Board of 1Toqi},
L
cLti.�
EXISTING PROPOSED
loo---- CONTOURS 100
SPOT ELEVATIONS .91,
PROPERTY LINE
E.P EDGE OF PAVEMENT
STONE WALL
WELL
DEEP TEST HOLE O
LEACHING TRENCH
SOLID PIPE
SUBSURFACE SEtvIACE D1SP S ,w•1,
SHARON- L. DOYON
LOT C HOLLY MEADOWS
S. DARTMOUTH, MASS,
k0i�lc Pmatian n�en�ezixt flu_, rtr_
172 piflittm 5f_ �Vcfu ri , i u274t7
JOB NUMBER: OBE:762 DRAWN BY:��%12
SCALE: I" = 30' DESIGNED BY:9'e 97,_
DATE: 1 /14 /89 CHECKED BY:
CONTACT PERSON: THOMAS E. MARNIK N r
v1 DR/,WiRav
ADDRESS: 172 WILL'A
SiRLE
TELEPHONE N!_1M9ER: 997-GeLiC` 7(;
N/F JOAO 8
MARIA L. AMERAL
'CEL " B"
(PUBLIC-50' W/DE) ROAD
LOCUS MAP
)RS MAP 6 LOT # MAP 25 LOT 6
TAGS OF LOT COVERAGE 3.6 %
1ION PARCEL C "HOLLY MEADOWS''PLAN BK 106 PG 7
AS -BUILT
FOUNDATION PLAN
SCALE: 1"=50' APPROVED BY DRAWN BY S.M.P
DATE: 4-13-89
PREPARED FOR
SHARON L. Y
OLDE BOSTON LAND SURVEYCO.,INC. DRAWING NUMBER
172 WILLIAM ST., NEW BEDFORD, MA. 762
i
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Z
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Now
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os
LEFT EL.E VAT ION SCALE = 8 = 1
1/6 x Z/d lOUV6.R M\'* * PITCH
Lf5
18" SECOND• Fldap� pVEI;,}VWG AT. 2EAF— OF HOUSE
KICI-1T ELEVP.TION SALE gM= 1�
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DETR. ORS . CEMING
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- YOUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
P,Lirm-,: sG D PARTMEXT
Twin; of D=tn2ovj!j
Tort
An � r•�
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