BP-705N /F
LUND 6 COREY
S 150 2770" E
FSU
SESSORS MAP S L OT #:F RMERLY PARTOF LOT 21 PLAT 27
RCENTA F LOT COVERAGE:BDIVISION : LOT 22. "BLADES FARM" PB 113, PG 106
RESERVED FOR BUILDING DEPARTMENT
LOT 23
^4y ?y 17p
ft: vm t-r 76 -
BENCHMARK
TOP OF CB.=100.00(ASSUMED)
`N OF
`\
�o KENRNETH FOUNDATION'AS—BUILT' PLAN
o FERREIRA
NO, 2871E SCALE: I=3OAPPROVED BY DRAWN BY S.M.P.
/G( TERi� DATE:
L� , t O 22-SLADES FARM
PREPARED FOR ES COSTA
OLOE BOSTON LAND SURVEY CO., INC. ]DRAWING NUMBER
172 WILLIAM ST., NEW BEDFORD MA. OBE 395A
DIETZGEN NO. 198-MF AGEPROOF MASTER FORM
FINISHED GARAGE FLOOR
99.7
FINISHED FIRST FLOOR
TOP OF FOUNDATION
loo.7
FINISHED BASEMENT FLOOR
93.20
INVERT AT FOUNDATION
96.50
INVERT INTO SEPTIC TANK
96.15
INVERT OUT OF SEPTIC TANK
95•5�0
INVERT INTO D-BOX
95b5
INVERT OUT OF D-BOX
95.48
INVERT AT INLET OF TfZ:ENc14
9540
INVERT AT END OF iRCINCAA
95,9
ELEVATION OF BOT. OF SYSTE
93.7
ELEVATION OF G.W.T.
SS,2
I
EXISTING 98.2- /1 .. .
MIN. PROPOSED GRADE 98.0 AV&.
FINISHED GRADE 98.5 Avttpt'*_ FINISH GRADE 9e.0
vrtrr --i. AYG. VENT
• � NOTES
SEE No-rE 4t.9 - 7 �Q PIPE 2y AVG, COVER MATERIAL .,
05- e'S•d8 {T - 2i AvERv�E �.
2" MIN. 2" a z WASHED STONE - I. The sanitary sewage disposal system shown hereon
CONCRETE, IQ EL, i5•Z ' ' ` a shall be constructed in accordance with the
g(,.50 i� r3 • i z -�. END CAP _`- 3 o requirements of Title V of the state en. ironmental
•...,. ; � ib » e OR VENT TEE 8 Z _ _ _ MIN code and local Board of Health regulations.
�►
_ t.iouio ccvcc ___ w, `
951-
a - I z` WASHED STONE F N 2• Any verification or modificatins to this design
4
95.40
9 . 95. n PERFORATED PIPE Miry` must be approved in writing by the engineer and
.7 5'-8" ." , the Board of Health prior to implementation.
0.005 SLOPE MIN. EL. 933'
4" SCHEDULE 40 PVC SOLID _ ,§ Y' MIN. TO WATER TABLE �E _ ;r �E 3. Notify the local Board of health when the system
PIPE OR APPROVED EQUAL 5'Sr e_o•• v v is ready for inspection, prior to backfilling.
EL. MAX. G.W.T. Sz
17 S �f1Oil" 7ei} �(� - _. �, 4. If confirmation of construction is required by an
�6• ., engineer, notifythis office prior to Lackfill of
r�
C,I a e-Jlt ;, ; /`, S f S�E
6 �I_E A Lr Apr xova PROFILE LEAt'HI C `CLENCH V 5. Coe system.
few ��/ Contractor shall verify and check bench mark as
shown on this plan prior to construction of the
NOT TO SCALE - NOT TO SCALE proposed system.
ECT 1000 G�� -SEPTIC T 6. Soil logs indicate soil condition, percolation
PRppqLBOARD OF HEALTH INSPECTION
rate, and water table elevation found at the time
REQUIRED WHEN EXCAVATED NOT TO SCALE 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
BIS OF S1 A ITARY ESI fitted with tees of proper length. Concrete
r�strength is to be 4000 psi, 28 days, and
reinforced with 6 x 6 - 10 x 10 wire, mesh and
conform to all ASSIiT0 H-10 loading requirements
NUMBER OF BEDROOMS 3 unless otherwise specified.
GARBAGE GRINDER F,�ONF_ R. If any components of the proposed system are
ESTIMATED SEWAGE FLOW 330 GAL/DAY specified as heavy duty, those comporets shall
SIZE OF SEPTIC TANK 1000 GAL conform to all State and Local requireinents for
PERCOLATION RATE :6 MtN/INCI{ ASSHTO N-20 loading.
LClT- 22 ON A SUBDIVISION RAN
DESIGN RATE 10 MIN/IFvc({ 9, Septic tank, distribution box, and leaching pit
(if any) access manhole covers are to be; built vp
EN'rfTLE.D ��SLADES FARM',
LEACHING AREA PROto within 12" of finished grade unless otherwise
\�IDED Z stogy x 36 ,,<NG,�, x I.5'�sPTH x Z7wZNC s . z/e .0 specified.
3�Wi°T4 x 36' 1ENGTH x 2 rRCNck�s = 2/6.0 S.F. 10. The distribution box and septic tank .shall be f
AREA : 4I, 8SO � S.F, P
OWNI1=R-' JAMES COSTA TOTAL SYSTEM CAPACITY ?16. 0 S.F. x /.00 GAL(S.�'DRY = ?/b.0 �L�DAy pplaced on a minimum revent heaving or settling."compacted gravel' base to I
KORMERLY PART of LOOT 21 276 0 s F- x Q5S Gat_�s.F�DAY= //8.8
' PLaT 2i 11. The pipe between the house and the septic tank
334.6 CALIDAY shall be 4" extra heavy cast iron, Scilcedule 40
36 er"C-7-r - 60-0 5,F. X OSS GAL/s,F./DAY= 396:4CAL/)>4Y PVC, asbestos cement or other material ar,.ceptable
DEEP to the approving authority. The slope of this
T HOLE FPOR Tjn pipe must be a minimum of 0.01 (0.12 ches per
PERCE►JTAGE OF
TES
IV foot).
IMPERVIOUS MATERIAL 'TEST Prr # I TEST PIT # 2 7F_ST TAKEN BY : 12. The distribution pipe shall have a slope of 0.005
(6" per 100 ft. length).
%% OF laT. 0" 24- LOAM AND 0" 7_I"L_0AM AND M. $EAupo(N
SUBSOIL_ .:7U13s01L W(T/V>=55�D B.c: 13. All jgints must br watertight, sealed with: asphalt
24""-I�''MIxED CPrEy L]E.� TRIPp
21 33'c_ cement or equivalent.
RCY -BROWN
SANDY GRAVEL '-1N>= SAND 4-24-85 14. If leaching facility and septic tank are located
MED CDMPAC.T sroNg 33 11a'GREY - MED, at least 25' 'from the house foundation, a
foundation drain may be installed at the owner's
'i�ST TAKEN AT S4" CONIPAC•T discretion.
NO WA7'E2 1"oUND Gf'.AV>=L �' sroN1=5
��®'�/ 15. Excavate all unsuitable soil in the area of the
leaching system to the limits specified in Reg.
41111111,w 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, shill fsn c?eari coarse
f washed sand, w-t}, a pert rate lf�ss than 2
1 minutes, free from fines, clay, organics, stumps
and stones.
t 9� qq 17. Grade of the first floor of the house is
approximate; it may be raised but not lowered
` j o� ` 6/!�QI`\1\ \�`�� without the consent of the engineer.
rI L�oo
At,•J 0e 18. Unless _.��
c Qo °yxl 0, specified in the design analysis, this
rn -- cp_y° r / system is not designed for use of a garbage
N v yl / - . ° n ��� ;v grinder.
- / / ,+Clem„� 19. If any leaching area concrete retaining walls are
ILDi95 ? pi (-�"� shown on this plan, they shall be constructed
/ -� • BM 12, �IIt - o rt `^ 1�) �j ( watertight, without weepholes of other pervious
i3 9la construction. Should the reserve area be built in
_ Q the future, it may require the extension of these
NO WELL FOUND �' � --�--; P°r^_,- I _
WITHIN 100' ,9 -� ARD OF HEALTH INSPECTION ++', I' -� �-
-- -- } - _ 8
I3O `\ 1 � t �, r, retaining walls.
s _ 97 REQUIRED WHEN EXCAVATED � _
Q I ,'a^.�\_° 70- Top 8" of fill to be topsoil.
95 _ _
'114
21. No heavy equipment shall be run over the disposal
0)l' 29'+ Z7 t 36, . i 9' system.
1„7) �o t• eA o 22. For proper performance, septic tank should be
- • VErvr A VENT t-'1 _ a
/ o inspected annually and when the total depth of
�6• g_ N - 98 P� r � a n'U scum and solids exceeds 1/3, the liquid depth of
3' 27• + � I N STA I t F f� AT TN E END � y. 1 '. t
' OF Tug L EAGN IIVG-rRENC#1 • ,{ t --� �� �� ,� 0. ; the tank should be pumped.
IJ' ' i 1 f ",J 23. Plumbing in the basement shall be limited to a
I. \
_ washing
76 ± 34± 99 0. -�(J° v�l l; 1 , ' ^'- �N t,1 g machine if the invert of the outgoing, pipe
°• is higher than the finished basement floor, unless
• 0 \ •n r �� otherwise indicated.
4
; i F
I
EXIST.
WELL
On'
t
NO SYSTEM FOUND
WITHIN 100'
r
i
t
EXIST.
WELL
i
SLADES FARM LANE
99
DEWAje_
E. P.
24. If any haybale checkdams or silt fences are shown
D on plan, they are to be staked in place prior to
any construction or excavation and shall remain in
^ _ Z place until all construction, regrading,
��� S ST ! NOT
D �. " � replanting, and inspections are completed.
r' A Jrt f 1DATE
V_�,
TO Ato �.t tk�y ��LEGEND
EXIST
ING PROPOSED
0,N?,TMOUTH BOARD Of Hr-AXT" A � _-=��:' � (� � � $
ay 1 tooCONTOURS 100
SPOT ELEVATIONS erg,
PROPERTY LINE
E.P.--EDGE OF PAVEMENT
\ u STONE WALL
WELL E)
1.0"CATICN MAP - DEEP TEST HOLE
LEACHING TRENCH
NOT TO SCALE SOLID PIPE
E ° A TOWN USE ONLY
r SU SI�RF CE SE E �S L.
v e d f.0*
o' !' a �`�!1 OF,y�f �
» Your i i Merl l?. {{!! 7 fBe +�� 'r1
0BENC MARtG- p -'' S .� � iv�.�..f I ept � c
N TO� ! • y T` o CIVIL F. H {�ES *A�*®
OF coNctZr=� �x�ND t> t �i Tit uild;l"iil� Dur irg The •.. Q i
-.
MA
F-L-= (00.00 ASSUMED soil mmissianer (�l.e .fin ( C u �„
1989 a S �.55 i his I �ork. �o �No a�nop��� L +` Lf DES
r,Flb BUIL ' D PQR� m I:: T
o r
A UTH NIA.
�•4 os. & PI aced ��S Town ®f I]Cj"�)�®i<+th G�
SrSA � H U S�l� Vri
f�L��aa�nrtTrcextrt tYZx.,>�,c_
THE APPROVAL BY THIS OFFICE
DOES NOT GUARANTEE THE
EFFECTIVENESS OF ANY
INSTALLATION
DARTA'OUTH BOgD OF HEALTH
,
APPROVED r { `�N of \ 172 illium �f. Pern 2gLbf�r IT274II
O
Date _ i A:� 1 � ii J �� must �e KEN ETH JOB NUMBER : O. B. E.-1r39SA DRAWN BY: K.M T
/Z-89 ,,, , I FERREIRA SCALE: i"_3o, DESIGNED BY: k.EF s
�-, c a to th-3 Dn1-:iln No. 2871s DATE: By ,,w'ltt� e� II \pow g/ E: 51II89 CHECKED BY:
TO �V 9�1 ue i • paior to callin for Fc►Sitp�' , CONT ARTMOUTg �� �R• A 0 ACT PERSON: WILLIAM F. SMITH DRAWING .NO.
6- foundation
ion in,;c p.-nezlon of ADDRESS: 172 WILLIAM STREET
L'..> ° rdnler e,6n_af.nCtion TELEPHONE NUMBER: 997-6410 3 5 - A
��J