SEWAGE DISPOSAL SYSTEM PLANCIS
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� 7YP(CAL SEPTIC TANK DETAIL- .1
I -z Not to Scale I K-eefce� ;a-c
'tk3 Ov`' JoAMERICAN PRECAST or approved equal L�p31
1 lOv TEST TAKEN
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INSPECTOR'
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✓ ` �`t/ PERCOLATION RATE- t 1'�Z ynrJ
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SEEPAGE. t; 1-
6tEDGE .TGe-.GNeua La lu"
GROUND) WATER • 10tJEZ � �aaa DESIGN DATA
�� : y02 3 Gi�„� I }�Jam_ DESIGN FOR 1 IzMu.l.ESTIMATED FLOW-X 110s.1 r_"001'o
CALCULATION$- r •94.; 6yal
'I A H 9 T86i' $tX 1.0 aw.r�S.F 950 1
TYPII.CAL DISTRIBUTION BOX DETAIL Te_ �'
Not to Scale ..LEACH AREA - rdc` +.cu'Ps 410
a�2.5 STONE
AMERICAN PRECAST or approved equal GENERA L NO,j ES
--"(Title
5 an e m actor ante) the a.
F
O ® O Code (Title 5) and any city or town tsewage
dimodifications.
Z EKlAJ oLl • l 2) Engineer b and Board o£. Health to inspect sewage disposal
m S �� • i • • • system' before backfilbag.
f o diet
M • • ,31 Elevations based on he apped o datum pl4ne
-01 �V vea�.Co1 •. -
e�5 .. • f• s..• 111)
5)Lo�h
FI A -10 • • • • 9 -uT 5 TCEEO "Rake
• • • • 6) This system ( not) designed for a garbage disposal
s Mom • •Ni
T) Leach area to be excavated to elevation 97'+ and
�r1 • ••
to
:PLAN LEGENii
�. r e • • 4"PLASTIC. PIPE (Tight joints) SEPTIC TANK
i- ^"`+'^+^ 4 C.I PIPE ('Tght joints) ❑ DISTRIBUTION. BOX
C l 1'F'3
TOWN OF '_ ° TYPICAL LEACHING PIT
RM f. r Tli. ------ 4 PERFORATED PLASTIC PIPE TEST PIT
-�j aR. (� epnr Not to Scale tom- EXISTING CONTOURS siMl•►BENCH MARK
53' FILE COPY AMERICAN PRECAST or approved equal
PROPOSED CONTOURS aq W WATER LINE
TOP OF t" S�P 21 i953 !lL/J1J RESERVE LEACH ARAM o— D
E C E I V E D
FOUNDATION — 9J
ELEV.:: /oz5 . ,. ,. ,,. ,,, - - \ FINISH GRADE ' ao WELL uG
•jI a/aXr�LL B.O.H. STAMP.. OESTAM,,P SUBSURFACE SE.RlMOUte F z% l o ,o CLIENT : M�u1ZGiGan/Z 1 0 1 � wtFOW(EL' IS~ O %�-U$ 51 ',: • ° ° T - M x 2'SLLEVEL STABLE O zs 4d s°d wnsuce srexE '-T(VcTLIoFJ 1!.l OZ978
ote I/4' per foot GALLON CONCRETE. BASE " E - alapemin FFRFy1 T17LE: �DISTRIBUTION BOX FITZGERALD ENGINEERING.
° LEVEL STABLE `:"' ^ E.ucwlwc pr 4
- B.0 H 'NOTES P.L.S. STAMP
aosmld„Fy SPECIFICATIONS:
rL-90 I ITL� e
TYPICAL PROFILE OF SEWAGE DISPOSAL SYSTEM � LI � �"r+Ivvs I
Not to stole
Overdi limit IShull qC Orly Z�YIMo�IA �A2b OF IL=AL
Note Discrepancies of soils or water table during construction Note. g !d excavated
feet Ep,
p 9 owsldb leach area Oct d will?) c to a3 woad CONTACT: S: 43 RALD, M. FIT BEET
must be reported to the engineer tor'. inspection.devotion 97Bond book/411ed will? coarse....
'ADDRESS: A3 CHURCH STREET-:
Note. Any changes to this plan must be approved by the washed sand to elevdflan. 99 0 MATTAPOISE TT r-MA °.
Board of Health and the Engineer. TELEPHONE 758-3823
c-
c
ELEV-976
PVC DA
ST YV,Z IN 3 MIN NIZ •.
LIQUID LEVEL -
nm
VC OR
AST ON L
_Hi SANITARY TEE
`, ` TANK LIQUID CAPACITY
1000 got
fl I
i
PRECAST CONCRETE
SEPTIC TANK
20
LAY Hf4DER LEVEL
'LOPE FOR EASER (MIN)
7:3PVC PIPE SLOPE =p- —I �
Pvc pip
INv yi'9 Irvv=9403
NV 9 f i�
fi MIN.
PRECAST CONCRETE
DISTRIBUTION BOX
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121 Goi wl I' DOE = eNil (DRY
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I LOCATION MAP
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Coming
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Row eU` Jw/Ya
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CYC 4JRP, e i sA�,
'E(; T ION THROUGH SEPTIC SYSTEM SOIL TEST REPORT DATA
NOT TO SCALE
DESIGN DATA NOTES & SPECIFICATIONS
AVERAGE DAILY SEWAGE FLOW (GALLONS) THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS
PROPOSED 3 BEDROOM DWELLING ® 110 GPO PER BEDROOM OF 310 CMR 15 (TITLE V) OF THE COMMONWEALTH OF MASSACFUSETTS AND THOSE OF
- 330 GPD THE TOWN OF DARTMOUTH BOARD OF HEALTH,
BENCH MARK SEPTIC TANK SIZING (GALLONS) THE REQUIRED INSPECTION SCHEDULE DURING THE PROCESS OF CONSTRUCTION SHALL
jRfi[ E i 0.9' UP 150% AVERAGE DAILY FLOW = L5 ( 330 ) = 330 GALLONS BE ARRANGED BY THE CONTRACTOR WITH THE BOARD OF HEALIF PRIOR TO THE
IN T Pav1`' 71iff 3 BEDROOM HOME REQUIRES 1000 GALLON TANK (MINIMUMY, COMMENCEMENT OF CONSTRUCTION.
Pi V
_ LEACHING AREA CALCULATION 1000 GALLON SEPTIC TANK, 5. OUTLET DISTRIBUTION BOX ARE 6' OIAM. , 4' DEEP PIT
\ ✓ - - SHALL BESTAN_DARO DUTY DESIGN A� _ - ,,,,,,(((W'% w .. _...- AS BY A R( ONCC & SONS, INC.
rLEACHIN GIT60/ �\ te TRY 6' DIAMETER, 4' DEEP PIT W/ 3' STONE ALL AROUND OR APPROVED EQUAL.
'� AD \ \ SIDEWALL 2 PH = 2 (314)(6')(3.68) = 135 SF ALL PIPING OUTSIDE THE DISPOSAL AREA SHALL BE SCHEDULE 20. 4" DIAMETER
i - ill
135 SF X 2.00 GAL/SF = 339 GALS PVC PIPE WITH ALL JOINTS SEALED WATERTIGHT.
-C —L D-BOX " 2�
RESt�E V BOTTOM: R = (3,14) (6)(6) = 113 OF ALL WASHED STONE SHALL BE FREE OF IRONS, CLAY OR FINES AND SHALL 3E
ruG oY = 113 SF X 1.0 GAL / SF = 113 GALS SATISFACTORY TO THE TOWN OF DARTMOUTH BOARD OF HEALTH,
S DESIGN TOTAL = 24B SF = 450 GALLQNS THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A GARBAGE DISPOSAL OR OTHER
01 PI p HIGH WATER USE UNITS.
\ 1Vg_^ ,) DESIGN = 450 GALLONS > REQUIRED = 330 GALLONS ON 3
SEPTIC PR OS D LITE PRoaosEO SEPTIC SYSTEM Is NOT LOCATED WITHIN THE co�"E of INFLUENCE of
TANK (� 3 �ED O o ANY MUNICIPAL WELL NOR ARE THERE ANY PRIVATE WELLS LOCnrED WTHIN 100 FEET
m DW LL11 G 45 (RADIALLY) OF THE PROPOSED SYSTEM.
I\ I ELEVATIONS SHOWN ON THIS PLAN ARE BASED OR ASSUMED DATUM PLANE.
Frp
L�'96
7 \C 00
ENGINEERS AS -BUILT �T� TICE 1 �i
PLANMETREQUIRED P,, 'x
STATEMENT REQUIRED + ,-LI a 'r ahr Drawing ARust B Kept An Aa it " y ' nst <m At The t',u !? Og Durin The snl+rix l o,i-disrg POOR
TDolt pr or to cai.eag ar, LZI1[ D?tlBTF ERlT
ELEVATIONS MUST Dht a pE a touadation i pxxion or
CHANGED WITHOUT any Furtherconstruction. ! Dsrtmootl
OF HEALTH Ili
t
t r. a>L_ )'G:-O .�
LEGEND
EXISTING CONTOUR
11ROPJSED CONTOUR
SOIL EST HOLE
BOARD OF HEALTH INSPECTION
REQUIRED WHEN EXCAVATED
This Svstem Is Not Dssigned
For Garbage Grinder, Whirlpool
Or Other High Water Use Devices.
B. O,IH. STAMP I P.E. ST
11'Ui'I i Of DARTAIdIITI
B.O,IH. NOTES
WE APPROVAL BY THIS OFFICE
DOES NOT GUARANTEE THE
EFFECTIVENESS OF ANY
INSTALIATION
DARTMOUTH BOARD OF HEALTH
S. STAMP
SEWAGE DISPOSAL SYSTEM PLAN
CLIENT: FLEMING DEVELOPMENT CORP
315 PLEASANT DTREET
FALL RIVER, MASSACHUSETTS
BRISTOL COUNTY EACINEERINC, INC.
Bernard Professional Park
WHO Grand Army Highway , Route Sir
Swansea, Massachosetts 02479
Tel (SOg) - 696-9800
SPECS:REED ROAD., NO. PARS=-
_ ASSESSORS PLAT 61, LOT 6-1 (LOT 6 )
t-.
Contact Parson Michael E Zlobro, P.E.
Address: Bras County Engineering, Inq 101 GAR. Hwy., SwansegMA
Tel DIOC-6I6-9880