Lot 17A Septic Application Permit & Plans 1986 'HERE APPLICABLE
0
O
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No --
• e–'K
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
CITY or NORTHAMPTON
Application for Motional l nrkn CCnnntrnrtinn 1rrutit
Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal
System at:
BIRCH LANE r WOODBROOK LOT 417A
Loaton-Address Lm Ifo.
CHRISTENSEN–HOWARD INC. 76 KING STREET NORTHAMPTON
ow net
Installer
Type of Building
Dwelling–XNo. of Bedrooms
Other—Type of Building
Other fixtures
Design Flow 55 gallons
Septic Tank—Liquid capacity 1500gallons
Disposal Trench—No. Width
Seepage Pit No Diameter
Other Distribution box ( ) Dosin
Test Results Performed by
Test Pit No. I 2 minutes per inch
Test Pit No. 2 minutes per inch
Address
4
No
Address
Size Lot l . 9833 ACItSfeet
Expansion Attic ( ) Garbage Grinder (X )
of persons Showers ( ) — Cafeteria ( )
Description of Soil
per person per day. Total dail flow 440 gallons.
Length 10 ' 6' Width 5 I Sn Diameter_ . Depth y , 4
8 Total Length 34 Total leaping area 440 sq. it.
Depth bel ow inlet Total leaching area
ng tank ( )
PHARMER ENGINEERING CORP
• T.ate 5/8/85
Depth of Test Pit 9pZ Depth to ground water 48"
Depth of Test Pit Depth to
3" top soil
21" silt
32" sandy till 54" re
Nature of Repairs or Alterations—Answer when applicable
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal Sy
the provisions of Article XI of the State Sanitary Code— Th•undersigned further agres not to
operation until a Certificate of Compliance has been iisydr by he board of health.
:I r
`v
WILLIAM N
.l.t1t-ilAr�ia?k�td ti
Application Approved By
rdance with
place the system in
971186
Application Disapproved for the following reasons
Permit No
c 3 - J,h
_ y Date
Issued {�,� /
FOat.. f f
THE COMMONWEALTH OF MASSACHUSETTS
�-� BOARD OF HEALTH
ntifiratr of fdnmplianr>s
TIIIS IS TU CERTIFY, That tWe Individual Sewage Disposal System construe .iti ( ,yor Repaired ( )
by /.;;, s !:. *7 /..:,2 { Y'
J
.1„scan„ II
has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the
applic. i.in for Disposal Works Const r cacti on Permit No -, - '-/,.. dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUAZANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE - - 3 Inspector --
No =13 8' ..
THE COMMONWEALTH OF MASSACHUSETTS
/I
BOAR?: OF F{,EALTH
OF
PALC
FEE....2...f a
illispnnttc ks (lnnntrurti. n rrm' t
Permission is hereby granted .i1L.ildd.��. ^
to Construe (f Repair (in) an Individual ewage Dis 1 Systeryt /
Street
as shown on the application for Disposal Works Construction Per ttN p.ez'1'C�.(.—. D: rod ,5-44.{cri6
Board of IT tf
DATE /d-1Ark
Pharmer Engineering Corp.
civil engineering & land surveying
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533.7276
Nov. 5, 1986
To: Northampton Board of Health
210 Main Street
Northampton, Mass. 01060
Re: Inspection of Lots 8 , 17A, 18A, Birch Lane, Woodbrook
Lots 20A, 29, Winterberry Lane, Woodbrook
Atten: Peter McErlain, Public Health Agent
This is to report that the subsurface sewage disposal systems
were installed on the above-mentioned lots and were found to be in
substantial compliance with the design standards according to the
Massachusetts Sanitary Code, Title V.
Sincerely,e
14- 2.46/ 124q.ArC
David M. Palangi , E.
hot bn-
CCs- / POE
McEI&AN
SECTION
Il PAGE
Myers
Torna ° :e Series
500
1/30/83
3
SSM4 SUBMERSIBLE SUMP AND EFFLUENT PUMP
SSM4M (manual)
SSM4A (automatic)
S0ofa
:Features
Pump Impeller is recessed
Tornado"type—operates
comale'o3 y out of volute passage
y v,riJ lull opening for flow of
'(1 .03 and So ids.
Motor Housing is heavy cast
i. epoxy coated. Stator is
posed la for perfect alignment
Les'. heat tarsier.
Powerful 4/10 HP Motor is
oil filled for good insulation and
lubrication of bearings and seal.
Overload protection built-in, has
no starting switch or relay
mechanism.
Thrust Washers and Sleeve
Bearings are oil lubricated for
smooth operation, long pump his
Rotary Shaft Seal has carbon
and ceramic faces for positive
seal. Body is stationary, prevents
string or trash from winding
on seal.
Switch Housing(SSM4A) is
completely sealed from sump
liquid,easily removed for
replacement if needed.
Mercury Switch 20 AMP rating.
3"cylinder.wide angle 120° oper-
ation,polypropylene material.
Minimum recommended Tether
length Is 31/2'"from cord clip to
switc I case (Pump Down 7-8"I
'Pump Down'can be Increased
by increasing the Tether length
Accessories
s ofers a wide selection of accessory (ems for use With
of. pu nips:adjustable level controls,:wel sump controls,
1 controls,electrical control boxes and switches,heavy
Check valves, polyethlene and fiberglass basins,et0.
Automatic controls
Checit valves
Dimensions
Performance Curve
CAPACITY LITEaS PEN MINUTE
20 40 60 60.*100 120 da0 15D 130 200.'220 x240
*
Performance Table
fatalFeel
r
T
h
Meters
cl 1
1 ,-
H9a4
I 3.3
t6
Gallons Per Hour
3 30
°
1 b.
3 33
2 U
2.233
I 2 il
tilers Per Hour
13621
In '
13051
l2.330II3
J9]6['S2
9.516
6 6
Performance Capabilities
Capacities to
6u GPM 227 LPM
fe feet 7.32 meters
Pump Down Range* i 7 l 11 inches 177.810355.6—rn
Solid Handling Capability 9: Inc, 1 a. solids 14.1 an an H
Liquids Handled Frz:P a ain3f: elflLent w3.313
Intermittent Liquid Temp. Ii:'"F b6 L
HP _
L5'23( i.. 120 At 0 A. I d, LC Fe
I inch 38: IZIr
Motor
Electrical
Disch
e
"AUromahC Model.t.°a,,.°;„P°°,n,aaoo.e 4..15 •
! VISION OF
F. EE. MYERS CO. McNEIL
ASHLAND 0HI0 44305-2235 CORPORATION
4194299.1144 TEUX 98.1443 L Q
•
4
•
TYPICAL INSTALLATION DRAWING OF PUMP, TANKS AND CONTROLS a
•
tl Neutral .IIi
-Val,- I5 O
IS Amp Group Volts ` 15 Amp Dimwit
pa k<r 1w / Broker for a143 Conductor
Alarm
.m rpm° Wiring Connections for Alarm fox and AWS-1 Level Control corn load AAarm
Conlrpl
_ ••i� • Connection Box
�As= Bpsm and Connection p',� V.'Sa Control
Underground OUnal Calk-[I¢r Round or Rat ' eJ�\` • ,e�
° /e GmaMlmmlml --
+ i4
Use MIbn actor mcli
C munnd Wire- M1.with
/ Ground wire Cord to Pump
Green
. —L 142 CoNUtl Cable for Control Ypl
•Grunt e ke 5a e rR s aN.r.. -W/.. NKR 'i 'We'/ � �
6 6
Pand 7{
f B V' flm PCrt
Mori E 9E Ci" P
Usoe e 1N n'fs,n<1 ^PJnp
C
Plastic Nl V n c unn .e.1^r Pump :trol p N 0 Lose •Nat and Cnneeton Box • Baffles
'— — > e 11/2 4 Schedule owe Plastic
1 ..I P I Brim(i ¢b
_ _ Effluent$ I ]50"Wp4 Gars Disposal FId.MTSpe horn Field
E Tank S 1 t I Brain Back lo
{ - •• Bese S 4 G Try rump ii 1 B In Not Use
tO
• u
Case IP f e^ 1 Cheek Valve Discharge Line
Ip sNarm Level Doll% U HOD in BM1omof
• Po So I I Break
PEPTIC TANK '_ Pump T Level 6" Syphon on Pomp Riser P
inpSue Depends on Number of Be roams ,
Check on local Requirements 51 Ca
9 ry One pry Usage KLAN 4n
- Mann
One on s V S tt Be Seaedi Mercury Tube b Swath
Sealed Sad P&p;eYarc G Y as
In f103/all
•
— Pump Ton r K. 5 �_. 1 1 r I'S Volts mosubmersible
Noz ,.e,
�'— 6'eoneme B ock m xew
Pomp Inm aN pl swaps
n
Set tiff at cent
Ma Tank owe(nae Seplrc 1-2111
O o That Maeizum Tank Cawclry Below Enhance Pipe Can Be IY.ibN
•
PRECAST PUMP CHAMBER. PC 4 x 6.
r
L
PLAN VIEW
J 6"
Inside Height
Variable
CROSS SECTION VIEW
Inside height and roof, floor and side wall cunnings as specified
Maximum inside height for 2 piece pump clamber 8-0"
Maximum height of each additional piece P-o"
Capacity—180 gallons per 1 loot of liquid
J
—I r6"walls
L J
RIGHT SIDE VIEW
SPECIFICATIONS
CONCRETE MINIMUM STREN' T4 — 5,000 P.S.I. ® 28 DAYS
STEEL REINFORCEMENT — ASTM A-615-79, GRADE 60, 1" MIN. COVER
DESIGN LOADING — AASHTO HS20 44
EARTH COVER — 0 to 5 FEET
WATER TABLE — 3' FEET BELOW FINISH GRADE
CONSTRUCTION JOINT — SEALED WITH 1" DIA. BUTYL RUBBER OR EQUIVALENT
c 4-1983 ROTONDO&SONS. INC.