Misc. Lot Septic Application Permit & Plans CHECK OR FILL IN WHERE APPLICABLE
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
City OF Northampton
ppliratinn far Disposal ru arks Cnnnntrnriinn Permit
Faa
Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal
System at:
Clark St.
Location-Address
William ayes
In
Type of Building
Dwelling—No. of Brooms 3
Other—Type of Building
Other fixtures
Design Flow 55 gallons per person per day. Total daily flow 33Q gallons.
Septic Tank—Liquid capacity1500 gallons Length Width Diameter Depth
Disposal Trench—No. Width Total Length Total leaching area sq. ft.
Seepage Pit No Diameter Depth below inlet Total leaching area sq. ft.
Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by Date
Test Pit No. 1 minutes per inch Depth of Test Pit Depth to ground water
Test Pit No. 2 minutes per inch Depth of Test Pit Depth to ground water
or Lot No.
Address
Address 0.933 Ades__
Size Lot r.�q�`*er
Expansion Attic ( ) Garbage Grinder ( )
No. of persons Showers ( ) — Cafeteria ( )
Description of Soil
Nature of Repairs or Alterations—Answer when applicable Septic tank Co drain into pump chamber.
ritilacfrz :_L?. be pumped into City sewer.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
St ry
Application Approved By e'J° -c.
Application Disapproved for the following reasons'
Permit No 'u
/ Date
Issued. ///7 £ L
by
at
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
co-./ OF NOf-H WWI'2N
Trrtifirtttr of fdnmplittnrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (el or Repaired ( )
/O Le rRsciy r -✓N
=. Installer
CLHr K Sr� . — /_Cd/ t/r_ �
owM k LOW</Ain ,4".,4 S�
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code aj described in the
application for Disposal Works Construction Permit No 7o -8.G d ed ",, 7 s...F'G
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUF,D S A GUARANTEFyrHAT THE
SYSTEM WILL FUNCTION SATISFACTORY.SJr)/B 7 Inspo:�+Z/ eV
/VaoiEI
THE COMMONWEALTH OF MASSACHUSETTS
LTH((,,J/,,
BE OF H
No Y4."'
7& YtL OF... Lt
�inpnntt n Qlnns t firrmit
Permission is reby granted
Construct (�r e it ( an idiot Sewage Disposal System
to N $ pg
at No '//(
fi�tc k Street
as shown on the applicatio orks Construction Permit No
DATE
FORM 1255 HOBBS 8 WARREN. INC.. PUBLISHERS
B Heath
NOTES:
. Wiring in pump/chamber to be waterproof and explosion proof
Bill Graves
P-1527
. Three float switches shall be installed in the access manhole on the pump cham-
ber. These switches shall be molded or abrasion and corrosion resistant poly-
propylene and shall contain one hermetically sealed-.SPDT Mercury Switch which
shall be cushioned. The float -switches shall -be Gould A2-3 Liquid Level
Sensors or approved equal. The three conductor,cables shall be sealed to the
floats and shall support the unit. Switch cables are -to be secured to the
inside wall of the access manhole using stainless -steel wedge clamps, Black-
burn, Series "D," Catalog No. W62 D, or .approved equal. Switches to be set at
elevations shown on Pump Chamber Detail.
. Install tee on outlet pipe in existing Sanitary-Nanniele.
. Light duty cast iron 24" I.D. Frame and Cover with manhole to grate to be
installed over Pump Station Access Manhole.
. The concrete units specified are as made by ArrowCConcrete Products, Inc. or
approved equal: - -
Septic Tank: Precast Septic Tank ST 1500, -1500 gallons
Pump Chamber: Precast Pump House -- AC-PH 7'. x 9'-4"
. Pump control panel to be mounted on an interior wall of the house. Panel to be
Gould A3-2012 Control System, or equal.
. All wiring to be done by an electrician licensed in the State of Massachusetts.
. All plumbing to 10' outside of wall to be done by_ a -plumber licensed in the
State of Massachusetts. - -
. Contractor to procure all necessary permits and licenses before the start of
this project. -- - .
. Pump is to be Gould Model WP1012, 1 HP, 230 Volts,. 1 Phase 1750 RPM, effluent
pump, or equal.- -One-pump will be required. - --- -- - ----
• 24" I.D. Cast Iron Frame and Cover to be as made by Neepah Foundry Company
R-1793-FL Solid Cover Light Duty or approved equal.
• All gravity sewer piping to be 4" PVC SDR-35"Ring right Pip,, unless noted.
All concrete structures to be watertight. Hydraulic-.cementjwill be used to fix
pipes in place. Extra inlets and outlets to be-filled flus� to surface of unit
with cement. Pump chamber and septic tank exterior -to-rtceive two coats of
bitumastic.
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - LANDSCAPE ARCHITECTS
. Pumping Volume:
375 gal/ft x 0.5
. Storage Capacity:
storage - 188 gallons
per pump cycle
Storage of 2' x 375 gallons/ft ■ 750 gallons above lead pump switch.
Daily Plow Estimated at 220 GPD. --- _
(over 3 days storage)
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - LANDSCAPE ARCHITECTS
1YERS SYSTEM CURVE CHART --
GPM STATIC PIPE
EST HEAD LENGTH
L tr.d.:. /5o
s. tr.;- /So
RIPE
SIZE
FRICTION
LOSS/100
TOTAL
LOSS IN FT
TOT. HD
2 . 6
9
PERFORMANCE
RATING
Gallons Per Minute
Series No.►
WP0511
WP0512
WP0712
WP1012
WP1032
WP1034
WPH1012
WPH1032
WPH103,
1
HP►
14
IY
1 "
RPM
1750
3450
5
150
170
180
190
10
126
154
188
170
I otal Dynamic Head
Feet of Water
15
94
125
152
150
20
56
90
121
128
25
17
49
81
107
30
14
40
866
35
10
64
40
43
45
24
50
4
Total Dynamic Head—Feet of Water
COMPOSITE
"s PERFORMANCE
(CURVES
Model
WP 3882
Submersible
Effluent&
Sewage
Pumps
SPECIFICATIONS
Stoles
ISP
Volt
Ph
SO
RPM
Bonds
Max.
Amp.
Wt.
wp0511
W P0512
WP0712
WP1012
W PH1012
WP1032
WPH1032
WP1034
WPH1034
115
230
208/230
208/230
1
1
1750
1750
1750
1750
3450
1750
3450
1750
3450
r
r
r
r
r
t0
4.5
8.0
9.0
11.0
4.2
7.0
2.1
3.5
108
108
110
114
114
112
112
112
112
50
40
30
20
10
MEMO
tra,_
F._ SUET SUETECE ti ,G_ v.-'Om NOTICE
_�.
80 so -: 100 120 140 160 180
Capacity- Gallons Per Minute
C n n :-
J
CHART 2-FOR FRICTION LOSS AND VELOCITY
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SECTION' A END VIEW
DESIGN NOTES:
I. CONCRETE ,4500 RSA. , 28 DAYS ,
G'—... L `--fwl +_ Z. REIMPORCEMGNT, M-IO wwni. LOAD ( H-10 AVAILASLS)
9• JOINT PSALM, WITH MASTIC S ALANT.
I 4. TOP 4 SIDS OPENINGS AS SPECIFIED.
1 5. CAPACITY 375 BALLON4 PER FOCI OP HEIGHT.
A I lM
71-0. 1 -1' z A'-4 PUMP HOUSE
I ARROW CONCRETE PRODUCTS INC.
I
560 COLLEGE HIGHWAY
I /e—lk GRANDY , CONN. 06035
L ._J SCALE : 5/4' a 0-0" DRAWING HO.
DATE: 5/22/70. AC — PH
TOP VIEW DRAWN Dv. G.D. 71X Ql_ w M�/
APPROVED SY: R.A.p. .7
•