Notice of Intenta, r� Percolation Rate greater ,
\ Exist . b. P.:, .
h \ \ Elev. 3 .. ,,
\ \ „$
\ min/inch
}- 0 min ...
Wood than 3 .. � .._ f
r �y'
Frame rn v` Fr
2
man Bath , . M a
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o I _ Lc�Cus
r P �p TION C , House 5E _
m P L CROSS _
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00 t• 1e Inr 3,0
Is „ Seal
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Location
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n Frame� I
,
s to
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Steps
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w (lin D e 1 Pat o
a 1
iI
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Leaching .. � o
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,... x First Floor ..
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m
Area18.50 e
tY
ii
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rox. pp !, r
La action of
1
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Sewer
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y
3
W TAIL
. A?`IC�N (�E _.
DE TAI S
PUMP ST
3 ti V 0 ,
_ I I x ..J.
\ \ ,. Pock S e .. \ _ � Myers SR 1830 � q � a�
0
., + w ributlon Bo
_ Dist
280 to e tic Tank ,
500 Gallon S terns w/' SRM4A i C Pump
1, p ,3. _ _Sew System p
Equivalent
nt
Sewage Y
Approved
ved E ul a e
w/Battie or q
013 5 pp
Ishaum Point RoadExist.RotondoEquivalent, ..,
_ Mroved Equivalent ,� � T 1500 or A q
Rotondo S ppor Approved
x
... Appr
t , _
el Proposed
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P '•�•• ,
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8
y r
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eld
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t r , ,
sus Q _ .. ., r.....• .�..... r.M,�.,,� �.v<.,
100 ff. . Rad " P , ,v
;;.. Proposed Clay Burner m
From
Exist . Well
•. See Typical Cross Section) �
u DnaN5ION5
SWITCH HOUSING
(SRM4A) Completely 4/10 HP MOTOR
ARK sealed from liquid. Easily
HZ 115 or
BENCH M y 1620 ice. 60 , .,..
A.P 7, Lot 1 1 a
moved if service is phase.
Top of Set Stake, Elev . 13. 60
re230 V, single ph
necessary. Shaded pole design elim-
(Datum = A rox Mean Plgh Water) ,0 5
PP inates starting switch or
relay mechanism. Pressed
.'
in lace and oil filled for---------
p !'
r- - - - - - - - - - - - - - - - - - - - best alignment and heat ,
r gnm
transfer, .
MOTOR HOUSING I I t!
PLAN
i 1 Heavy cast iron for efficient t I r>
Scale l I In. - 30 ft ,
30� heat tnznsfer. I
I
! 3, S DIA. MERCURY FLOAT SwrrCH
-•-! 1 IKNOCKOUTSoperatingI I •2 ,', .. ''
90d e.
} ! 1 INLET �._-_.. �_'_. - x degree�� .150 4F 4.DIA. I 20%
_ } r r - _ { { _ _ _ _ - _ _ 9 pump draw down I ail„ I
5"DIA. 1 !.
OUTLET I
15'A" i CAST IRON VOLUTE I
1 i I i ' • �� Passes i" diameter solids. i I.rs
i
I I I L
- I
PLAN VIEW
I 3
6"x9"COVER 16"DIA. COVER 10"x 14"COVER � —-------, �"�
First Floor
Elev. 18.50
Exist.
Field
Stone
Patio
Z Dia. Conc.
PER
t
7" x 7"4'
4;-0"
A,
y
3" WALLS
LE EILL
5 5" DIA.. OUTLETS 3, 5" DIA. INLETS ----
2" WALLS 18%
Linear low -density polYet�.. i
{
i
2" k
ene
,,t, f•
h with UV stabilization I
8,.
_5„ 5.. � PERFORMANCE CURVE
x
I
CAPACITY LITERS PER MINUTE
....
wM.H. Cover
Riser / M
MECHANICAL SHAFT RECESSED IMPELLER
F;
W
Set t0 Grade
3,.
CROSS SECTION VIEW
SEAL Operates out of volute
_
diceramic
Southerly
stationary,timaize t ll of�quidmaxi-
faces, bond and
y.
Fndtn. Outlet
gprevents
Bldg. Sewer
Existing Grade
string or trash solids.
from winding on seal.
inv. = 13.5 t
DUAL THRUST WASHERS,
N
°
SLEEVE BEARINGS
Oil lubricated, enhance
smooth operation and
G!
7,
Z
W
x
� 6
o
Prop. 1 500 GalR extend pump life,
P• i CAPACITY GALLONS PER MINUTE I
Basement Floor' SPECIFICATIONS
Septic Tank SPECIFICATIONS
_ I
Elev. 10.5 f i
Concrete Minimum Strength -4,000 P.S.I. @ 28 Days 3 I
Pro Osed Grade • Steel Reinforcement - 6" X " • Concrete Minimum Strength - 4,000 P.S.I. @ 28 Days
_. Prop. Dist. Box P 6 X 10 ga. steel wire mesh
• Construction Joint -Sealed with asphalt cement • Steel Reinforcement - ASTM A-615 Grade 60, 1" Min. Cover
InV. 9.15 �_ P ent or equivalent
f 1 I.
Inv. = 10.0 Northerly 0 •
Bldg. Sewer 2 L. 4 P.V.C. S
r
inv. = 9.40 S - iPump. Station Notes
n v. = 8.51 1 .) High Water Alarm for Pump is to be Installed In Existing
Inv. = 8.34 Inv. 8.09
2 Story Wood Frame .Dwelling In a Clearly Visible Location. .
Washed 2. ) Pump Station Is to Handle Flow From an Existing Sink
Stone and Outdoor Shower Assoolated with Existing Wood Frame
Bath House.
/ 3.) 2• P . V . C . Force Main is to be Installed So That
the Slope is Continuously Upward From the Pump Station `
to the Septic Tank.
Leachin Field Calculations General Notes
2 Dec. 7, 1992 Clay Barrier
g 1 Oct. 29, 1992 Raise Inverts, Change Grading Over System
Required Leaching Area
r ) Pipe and Fittings Shall be Sohedule 40
Pipe. Minimum Slope for the Buildin
• _ PrV.C. P P g Revision Dote Description
.DATUM ELE'V
First 3 Bedrooms 600 S. f r Sewer Shall be 2.0
o. o0
Additional Bedrooms B. O. W. STAMP P r E r STAMP
SUBSURFACE SEWAGE DISPOSAL PLAN
(3 bedrooms) x (150 s , f . /bedroom) _ :450 s . f . 2. ) Topsoil, Pact, and Other Impervious Materials
TOTAL = I 050 s . f mo ed for 10 Ft . in all Directions From�a
TO Shall be Re v �.
N o N the Proposed Leaching Field to a Depth of 52 �►s CLIENT.,. Rev , rS Wi
lllpm � Joseph Gallagher
n o rn Actual Leaching Area
50 ff. . x 24 ff . s I , 200 s . f . 3. ) Stone In Leaching Area Shall Consist of RuSSEL F. r PLAT 007 LOT 00 10
Washed Stone Ranging From 3/4• to 1 1 /2• in GFISSER
0+00 I +00 2+00 Size and Shall be. Free of Iron, ,
Fines , and No. 13n4 16 5 Ml art m Point Road
Dust in Place. Sold Washed Stone Shall Extend STREET LOCATION
- -- - Required Septic Tank South Dartmouth, Massachusetts
From the Top of the Distribution Lines to a Depth
m)x(150%) _ •
(6 bec�-ooms) x (1 t o gal/bedroo 990 got. of 6 Below the Invert. The Distribution Pipes Shall ,,a•cNasss
- '�'►� �: , .., , FIRM TITLE
Be Covered With 2 Inches of 1 /8 to 1 /2 Washed Y I•-�lolmes E Gelsser, , Inc.
Proposed Septic Tank Stone Prior to Backfllling With Gravel. 120 Pershing Street
P P
S . . W . NOTES P. L. STAMP East Providence, Rhode island 0 2 914
Pr?OFILE Use, I , 500 Galion Septic Tank O
a 4. ) All Areas Disturbed During Septic System 1 (401) 438 - 7 3 20
Scale I Nor, I in . 30 ff r
Ver. . I ►n . - 3 ff . Construction Shall Receive 6' of Loam and Seed,
• Setback From Slope � , I
5. ) All Construction Is to Conform to Title 5. S C I
( 150 ft .) x ( I ft r / 10 ft ,) 15 ft • Minimum Requirements for the Subsurface Disposal
of Sanitary Sewage State Environmental Code, and
Town of Dartmouth Regulations Governin Maintenance
9 e r Russell Willman
and Installation of Sewage Disposal Systems. � CON ACT PERSON
ADDRESS,
o/o Wolmes a Geisser, , Inc
TEL (40 I) 438 7320