HomeMy WebLinkAboutDrain Layers Permit 155 Abbe Road (2) 1000050 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER DRAIN LAYER PERMIT
07
DATE: 09/27/10 �
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GIS ID: 00600155 �
FEE: 60.00
MUNIS APPLICATION# 201001315 _ffm r EXPIRATION DATE: 10/27/10
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APPLICAN It LOCATION
NAME: WASTEWATER SER ,ETC , - -DREW r 5_ABIRIE ROAD
ADDRESS: 100 B WINDERME RFA a - y
ELLINGTON,CT 06 9
1 �I 1ICHAEL S&AMY C
Lq1 abllk ROAD
PHONE INDSOR,CT 06074
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WORK DESCRIPTION: NEW SEW. QI
THE DRAIN LAYER ASSIGNED TO THIS 1 S A BU y US AND HEREBY AGREES TO ALL
THE TERMS AND CONDITIONS SET FORTKIlkff
� E SHALL BE IN ACCORDANCE WITH
THE TOWN OF SOUTH WINDSOR STANDA A Q � ,�AVWT (ATTACHED CONDITIONS.
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ISSUED BY DATE INSP CTED INSPECTED BY
9/27/2010 3:48 PM
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TOWN OF SOUTH WINDSOR INSPECTION REPORT
PERMIT NO.: 10000 0 CONTRACTOR: W dS toua-t0't Ep-to I w
LOCATION: l
TYPE OF WORK:
DATE INSP NEEDED: DATE INSP: 129 /o
INSPECTED BY: gD
WORK IN
PROGRESS: z lO A w,Mt S
Pvc S'Ch 40 a u" m S(-It 40 Fro h +o
SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑ YES ❑ NO
AS-BUILT: V
INPUT: DATE: 15 ` I -10
S/FORMS/TOWN OF SOUTH WINDSOR INSPECTION
APPLICATION FOR DRAIN LAYER PERMIT
TOWN OF SOUTH WINDSOR
PUBLIC WORKS DEPARTMENT
TOWN HALL
1540 SULLIVAN AVENUE
SOUTH WINDSOR, CT
FEE $60.00
Location of w • ass 44 �J
proposed irk. Lot #
Street No. Street Name
Premises owned by: 4m y 1 �1 e
Name of Firm: Wes thraf r� �c�✓%"5 Phone: 4 S71,ZC16
Address of Firm: f0 0� -nofl�i�clL Svc �1� JZ�► CT CEO Z9
TYPE OF WORK:
Lay House Drain Repair House Drain
Lay Main : Lay Lateral for Commerdal/Industrial
Building of acres
Connection will be made with
Existing Water Supply: Public Water Well
Proposed Start Date 9 ZK Estimated time for completion
ALL WORK TO BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR STANDARDS,
ALL OSHA REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT
Permit is to be issued to the holder of Drain
Layer's License No. _:�--T7&54 P- I /Only holders of P-1, P-7 or W-9 licenses
will be,issued a permit. PERMIT WILL EXPIRE THIRTY(30) DAYS AFTER
DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms
and conditions set forth in the permit and attached thereto. Applicant has received
Town Street Excavation Permit No. and/or ConnDOT.Permit No.
CBYD No. z D l y -;`t 01$3 `I
Signed: Print Name: �c �
censed Drain Layer
Date: S
Standard FOrms\PermQsWPLICATION FOR DRAIN LAYERS PERMIT.doc
TOWN OF SOUTH NINDSOR
SANITARY - SEWER LATE RAL FIELD LOCATION
DATE OF CONSTRUCTION: Z
BUILDING ADDRESS
STREET
SUBDIVISION:
NORTH ARROW
OF
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CONTRACTOR (PRINT) NAME OF CONT S UPE , 0 n(PRINT)
/1 O/5 /✓n c�ti t". Al.
STREET ADDRESS SIGNATURE
OG U z q L .,A42�DATE
TOWN STATE ZIP INSPECTED BY TOWN
&0 511, Z,6t 6 DATE
TELEPHONE NUMBER
WHITE - TOWN PINK - CONTRACTOR YELLOW - CONSULTING .ENGINEER / DEVELOPER
............._..... ........._.....
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MG200
WGL2Q
Series Series
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777
xeecorie�
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MG200 C4"tdf*9W Autianw0c WGL20 C+ W A
ntanuktic
Gdnder Pip !Choice
rt�der PUMPRecessed impeller provides steep nun of standard, high head or high
overloading.operating curve. flaw designs,
+ Oil-filled rrtutOe for maximum heat dissipation Recessed impeller provides steep non overloading
and constant bearing lubrication, operating carve. f
• Recessed impeller reduces radial bearing,loads, Oil-filled motor for maximum heat dissipation and
increases bearing life, cc►nstant bearing lubrication.
• High torque capacitor starts single phase motor - Recessed impeller reduces radial bearing loads,
for assured starting under heavy load. No increases bearing life;
external capacitor needed. e High torque capacitor start/run single phase or
• On-winding current and l -mperature three phase motors for assured starting under
sensitive overload. heavy load
+ Shredding ring and grinder Seal leak probe warns
impeller are re IN replaceable Wthuut ca cmru�+�s�raaM{p ffi T w uo i� of Seal leak cc�ndltit3n,
dismantling
pump or motor. -- helps prevent;Gostly
IlaLLLL _ - " motor damage.;.
• Single phase rotors i
have on-Winding current;
- and temperature-
sensitive overload,
Shredding ring and
grinder Impeller are
replaceable without
dismantling pump or
- M motor.
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.. .. f3hi�liGITY GitU1CXi.^PFR:MIIV�{�. .--:
Septic Repair For: Mike and Amy Small
155 Abbe Rd
South Windsor CT
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ABBE �D
Designed By: Andrew Coleman �������aste�waterServices Inc 9/15/10
Septic Repair For: Mike and Amy Small
155 Abbe Rd
South Windsor CT
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ABBE �D
Designed By: Andrew Coleman Wastewater Services Inc 9/15/10
520/7-1
Myers
®
It H
Pentair Pump GroupIIIH
i
i
2HP Residential Grinder Pump Rail System Package
Structural Polypropylene Cover
I � I
� I I
f% Guide Rails
GRADE
Control Panel and
Visual High Water Alarm
Structural \ Lifting Chain
Plastic Junction Box
�o
PVC Ball
Type Shut Off
Valve and Handle I
PVC
Discharge Pipe
f
i
High Water Alarm -
Mercury
Level Control
Inlet Hub
(Field Mounted) i {
ON and OFF
Mercury o
Level Controls �.
f"
2 HP Grinder • --
Pump
24"Diameter by 60"
Fiberglass Basin
Concrete
1
520/7-2
Myers-
Pentair Pump(fcup
2HP Reside--"a' Grinder Pump `
Rail Svsterr! :Pack- age
Basin Assembly
Basin Assembly Top View & Side View
45 I 54
1 1/2 DISCHARGE FLANGE
0
TOP VIEW
o °
I I/4 BALL VALVE
51
0
BASIN COVER CORROSION
RESISTANT%"THK.
STRUCTURAL POLYPROPYLENE ° 1 1/4 SUPPORT FLANGE
PUMP GUIDE AND RAIL SUPPORT YOKE
LIFTING PLATE
JUNCTION BOX MTG. BRACKET
SIDE VIEW
12"
1
11/4 BALL
VALVE
48"MAX.
i
11/4 PVC DISCHARGE
PIPE
I
I"GUIDE RAILS
t
LIFTING CHAIN
rl
INLET ELEV. L_-� HIGH WATER ALARM
PUMP "ON"
M.-
24*DIA. FIBERGLASS
BASIN
�✓ - PUMP "OFF-
BASIN DEPTH
^ '3
520/7-3
M"rs®
Pentair Pump Group
2HP Residential Grinder Pump
Rail System Package
Basin Assembly
Technical Specifications
Ball Shut Off Valve
The manufacturer shall furnish and deliver
fully assembled grinder pump stations to the
contractor or owner. Simplex units, containing 14 NPT — o one grinder pump and all necessary parts and o 0
equipment, shall be installed in fiberglass rein- o 0
forced polyester tanks for outside installation. o I I PVC TRUE UNION
All equipment shall be factory installed, except PVC BALL AGAINST 4 BALL VALVE
for externally mounted control panel, gravity TEFLON SEATS CORROSION RESISTANT
sewer inlet hubs and pump assembly, which are
to be installed in the field. 4. Rail Assembly
Each pre-assembled simplex station shall All guides, brackets and hold-downs will be of
include the basin, basin cover, grinder pump and non-sparking, corrosion resistant structural
motor, quick disconnect rail system, check valve, plastic.
junction box, start-stop level controls, motor A lift-out guide rail assembly shall permit easy
high temperature shutoff, motor seal leak alarm, removal and installation of the pump and lower
high water alarm, all internal wiring terminating check valve without the necessity of personnel
into the junction box, shutoff valve and Schedule entering the basin. Structural guide brackets
80 PVC discharge piping. In addition, an external with guide yokes of sufficient bearing strength
alarm and pump control panel is to be provided to prevent binding shall bolt to the pump. The
for each unit. yokes shall mate over guide rails of a minimum
of 1 inch fiberglass pipe running between an
1. Basin lower
rail support and the discharge case. A
lower discharge nozzle, downstream from the
The basin shall be 24" diameter with depth as check valve, shall be guided into a chamfered
shown on the plans. The basin shall be molded cavity in the discharge case. A shoulder on the
of fiberglass reinforced polyester resin manufac- nozzle shall bottom on the discharge case when
tured by the lay-up and spray technique to assure the pump is properly Located and shims shall not
that the interior surface is smooth and resin rich. be required to insure alignment for a leak tight
The basin shall have a minimum wall thickness seal. Dual "O" rings shall effect a hydraulic seal
of/4 inch. A steel anti-flotation plate shall be around the nozzle when it is in its operating
molded into the bottom of the basin. position. A brace, easily removable from the top
of the basin, shall be provided to lock the parts
together, preventing line surges from breaking
2. Basin Cover the seal and allowing leakage. The discharge
The cover shall be of 3/a" polypropylene. The case shall have a discharge opening with piping
cover shall be bolted to the basin with stainless to a coupling through the basin wall.
steel cap screws. Cadmium plated nuts for the The discharge case shall be securely bolted to
screws shall be embedded in the fiberglass to the basin floor and arranged in such a way that
prevent turning and for corrosion resistance. slight deflection caused by the discharge pipe
will not cause the quick-connect pump flange
to leak.
3. Shutoff Valve the
lifting chain shall be securely fastened to
the top of the pump and to the top of the basin
A PVC true union ball type shutoff valve with to facilitate removal of the pump. The chain
teflon seats shall be furnished and installed in shall be minimum of welded link type, or of
the discharge piping, as shown on the plans. If adequate strength, required to effectively sup-
the discharge depth is more than 2 feet from the port the weight of the pump assembly while
surface, a handle extension shall be supplied. removing and installing.
520/7-4
Pentair Pump Group ---
2HP ReSidentiai - -n e`er Pump =1 T L
Rai! System Packa—=
Basin Asse
Technical Specifications
5. Piping
Schedule 80 PVC discharge piping shall
connect to the stationary discharge base lift
assembly and terminate at a 11/4"discharge Lift Out Assembly
flange mounted on the basin at the height shown LFTNO
on the drawing.
HOLDDOWM
BRACKET
Cast Iron Check Valve I.NPT RAIL SUPPORT
---GUIDE RAILS
DISCHARGE
SST
SCREWS
HOLDDOWN I
RUBBER BRACKET U
FLAPPER
CAST IRON BODY
EPDXY COATED C
GUIDE
PLATE
1 I/4 NPT 4.--- -�-1 1 I/4 NPT L I
( CHECK
II11 VALVE
S. Check Valve � � �
A heavy duty spring loaded all rubber flapper
DUICK CONNECT
type check valve with cast iron body shall be an EUNOE OPING
SEAL
integral part of the discharge seal assembly and
shall lift out with the pump assembly. The valve 4 ROSITEON /
design shall be such to allow for operation when
negative heads, of up to 5 feet, are encountered.
The valve shall be designed to operate at all
pressures in the sewer system created by the
grinder pumps.
A flat set stainless steel spring, integrally
molded into the Buna N rubber flapper, shall be BASIN WALL
furnished in order to prevent collection of debris
in the check valve. All fasteners shall be stainless 5"HOLE REQ•D
steel.
SEALING FLANGE
t1, inlet Flange (SELF-SEALING)
_/ /.
A basin inlet flange for 4" SCH 40 plastic pipe
shall be included, but not mounted on the basin.
The flange to be mounted in the field at inlet
height required by the installation, or as shown 4" INLET PIPE
on the drawing. -(!CH.40)
Inlet Sealing Flange
4
520/7-5
M"YS®
pentgr pump Group
2HP Residential Grinder Pump
Rail System Package
Basin Assern ly
Technical Specifications
8. Anti-Siphon Valve
The basin assembly shall be arranged for
quick and easy acceptance of an anti-siphon
valve in the field when required. Anti-Siphon valve
A riser pipe shall extend from the pump
discharge between the check valve and the gate
valve to within two feet of the surface of the
basin. The riser shall be capped. to
An anti-siphon valve kit shall be supplied
easily assemble to the riser pipe. The valve
assembly shall include all materials required to 1
complete the assembly.
The anti-siphon valve shall mount horizontally,
shall be made of PVC and will not interfere with
pump removal or installation.
5
520/7-7
Pentair Pum Group P �j
2HP Residential Grinder Pump
Rail System Package
rihder Pump
Technical Specifications
10 Operating Conditions The motor shall have two bearings to support
Each grinder pump shall be of the centrifugal
the rotor; an upper ball bearing to accommodate
thrust loads and a lower ball bearing to take
design and be capable of delivering a minimum radial loads. Ball bearings shall be designed for
of 25 GPM at 84 feet head. The shutoff head a LB-10 life (50,000 hours).
shall be no less than 105 feet. A heat sensor thermostat and overload shall
be attached to the top end of the motor windings
2. ���� and shall stop the motor if the motor winding
The pump shall submersible
integrally otor. The toe built in shutoff will causerature reaches 0the pump toOF.The gcease tempera-
The pump and subm type
should a control failure cause the
pump shall be suspended in the basin by two (2) operation, wet well. The thermostat
1 guide rails and quick disconnect lift out pump to run in a dry
mounting assembly. Solids shall be fed in an up- shall reset automatically when the motor cools
flow direction to the grinder mechanism with no to a safe operating temperature.
obstructions below the grinder inlet.
The grinder unit shall be capable of cutting 4. Power Cord
solid material found in normal domestic sewage, The motor power cord shall be 14-5 SOW/SOW-A
including reasonable amounts of foreign objects, and shall be fastened by means of a cord grip in
such as plastic, rubber, sanitary napkins and the top of the pump.The top of the pump shall
disposable diapers into a fine slurry that will contain a waterproof junction box which will
pass freely through the pump, service line and provide space to connect the power cord to the
force main. motor leads. The motor leads shall seal between
a Motorah rubber compress one motor housin dfitt ng�around each on box by wire of
The pump motor shall be of the submersible 5a Seal ��1��1�er
type rated for 2 horsepower at 3450 RPM. Motor The motor shall be protected by two (2) rotary
shall be single phase,230 volt, 60 Hertz. Single
phase motors shall be of the capacitor start- shaft seals mounted in tandem with an oil filled
capacitor run type for high starting torque. With chamber separating the seals.The seals shall
The stator winding shall be the open typehave carbon and ceramic seal faces diamond
Class B insulation rated for 130°C. maximum lapped to a tolerance of one light band. Metal
operating temperature.The winding housing parts and springs for seals shall be stainless
will be filled with clean dielectric oil that will steel. An electrical sensing probe shall be
lubricate bearings, seals and transfer heat from mounted in the seal chamber to detect any
the windings to the outer shell.The motor stator water leakage past the lower seal.
is to be pressed into the motor housing for
optimum concentricity and alignment, and
maximum heat transfer.The motor shall be
capable of operating over full range of perform-
ance curve without overloading motor and
causing any objectional noise or vibration.
7
20/7
s
Pentair Pump Group
y 2HP Residential Grinder Pump
Rail System Package
Grinder Pump
Technical Specifications
6. Pump Impeller holes so that screws can be used to push the
The pump impeller shall be of the recessed shredding ring from the housing. Both the radial
type to provide an open unobstructed passage cutter and shredding ring shall be removable
through the volute for the ground solids. The from the outside without dismantling pump.
impeller shall be constructed of cast iron and Grinder assembly shall be of such construction
shall have pump out vanes on the back side of that no clearance adjustments are required when
the impeller to keep solids from lower seal and assembling. All grinding of solids shall be from
reduce pressure at the seal faces. Impeller shall the action of the radial cutter against the
be threaded onto the stainless steel shaft. shredding ring. The radial cutter and shredding
ring shall be of#440 stainless steel hardened to
7. Grinder Assembly & Construction 58-60 Rockwell C.
The grinder assembly shall consist of a 8. Pump & Motor Castings
rotating radial cutter and a stationary shredding All iron casting shall be of high tensile cast
ring, and shall be mounted directly below the iron and shall be properly cleaned, pre-treated
volute passage. The rotating cutter shall be with chromic rinse, and painted with a high
threaded onto the stainless steel shaft and quality enamel paint. All pump components
shall be locked with a screw and washer. The that are not cast iron or stainless steel shall be
stationary shredding ring shall be pressed onto galvanized or painted with baked-on epoxy.
an iron holding flange for easy removal. The All fasteners shall be#302 stainless steel.
flange shall be provided with tapped back-off
8
Molloy, Catherine
From: CallCenter@CBYD2.com
Posted At: Tuesday, September 21, 2010 4:26 PM
Conversation: Locate Request-20103901834
Posted To: CBYD
Subject: Locate Request-20103901834
(CALL BEFORE YOU DIG - CT) 09/21/2010 16:25:46
-5G -C1 -CW -GV
-OT 17-SW SWINDS -T5
--------------------------------------------------------------------------
***** ROUTINE *****
TIME. .16:25 DATE. .09/21/2010
REQUEST NO. . .20103901834
LATITUDE. .41.8569794 LONGITUDE. .-72.5407759
TOWN. . . . . .SOUTH WINDSOR
ADDRESS.. . 155
STREET. . . .ABBE RD
NEAREST
CROSS STREET. .WOOD POND RD
--------------------------------------------------------------------------
TYPE OF WORK. . . . .EXC TO INSTALL SEWER GRINDER PUMP SYSTEM
AREA IS MARKED. . .YES
REMARKS:
WORKING IN FRONT LEFT OF PROP
--------------------------------------------------------------------------
START DATE. . . . . .09/24/2010 START TIME. .07:00
CALLER. . . . . . . . . .ANDREW COLEMAN
CALL BACK. . . . . . .
PHONE #. . . . . . . . .860-871-2616
FAX #. . . . . . . . . . .860-871-1587
ALT. PHONE #. . . .
EMAIL ADDRESS.. .
CONTRACTOR. . . . . .WASTE WATER SERVICES
ADDRESS. . . . . . . . .100 WINDERMERE AVE
CITY. . . . . . . . . . . .ELLINGTON
STATE. . . . . . . . . . .CT
ZIP... . . . . . . . . . . .06029
--------------------------------------------------------------------------
EXCAVATOR DOING WORK. .SAME
ISSUED TO: DATE: TIME: BY:
DATE/TIME ARRIVED: TIME LEFT: COMPLETED BY:
CALL BACK: 1) DATE: TIME: BY: 2) DATE: TIME: BY:
PERSON CONTACTED: PERSON CONTACTED:
1