HomeMy WebLinkAboutDrain Layers Permit 519 Nutmeg Road TOWN OF SOUTH WINDSOR INSPECTION REPORT
l Permit No Conk..,ra`C'to Ir r MAULUC.n"^CONST. CO. INC.
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Permit No. 7778 Town of South Windsor, CT
4 Drain Layer Permit
Permit Date 07/13/2004
Expiration Date 08/12/2004 " «
Descrip: INSTALL 2"FORCE MAIN . iV�D`�FF$;, Pa -Eh�qTRf�"M�THQ33S �
Applicant
Name MAULUCCI CONST. CQ. ..INS , 119 _J.T3TM.ECi RfkAD
dvt . f SOUTH :EA ;CC}MP'NY V'WNC
Addr. 73 BROWN STREET �:
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BLOOMFIELD ::CT. f76D0� ��s<?±w' `:
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The Drain Layer dss .::..,,. r:::,?::;:;;....
state and hereby agr'�es,,:t6c,.: � ,>the'` rms":a iG c
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.Cri' ze:t f o r tlz i n the i
attached 'Conditions DiI l wo�_J4 1s 1:] fu X=? �r or I `;th 6WA of South
Windsor standards, all, OSHA'<re,gui' :m2Er a` lie a�ta0hed;conditions.
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Issued By ` .. .:»..::...: �. — — --
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Date Inspected --------------------- Inslas : ---------------------------
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/ 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 proposed work:_ S-19 N�.TM -G Lot #
Street No. Street Name
Tto -Premises owned by: � yK�
Name of Firm: skm-e Phone:
Address:of Firm: u
TYPE OF WORK:
Lay House Drainer Repair House Drain
Lay Main Lay Lateraf for Commercial/Industrial
Building of acres
►, fn c� �
Connection will be made with� ���L • o A i n/
Existing Water Supply: Public Water V Well
Proposed Start Date 7- ` 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. o 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. cuq er-�6-
Signed: `
Print Name: /?,la
Licensed Drain Layer
Date: 13 0
Standard Forms\Permits\APPLICAIION FOR DRAIN LAYERS PERMIr.doc
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P O M P T E CH NO to G Y
Electric Submersible
Grinder Pumps
11/4" Discharge
TOTAL 12o Performance
HFAD 120
tIFT1 110 1 Ph 110 3 Ph
too _ _ 100
so 00
" so t30
70 70
go
so
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40 40
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Application Features
HOMA Barracuda GRP Grinder
Pumps are designed for high-head Integral rift handle is
pumping applications of waste arched to permit self Upper bearing:deep
groove bait bearing
water and sewage. Their hardened centering of iifting
stainless steel cutter system grinds device Lower bearing:double
all soft solids to small pieces, row angular ball bearing
allowing the use of cost Saving assure long life and
small diameter pipework, enabling reliability
the pumps to provide high pressure cast iron construction
pumping at low motor rating. with epoxy coating for
Motor windngs provw
maximum Corrosion ded with class F
The Barracuda GRP series um resistance insulation and fully
are typically used in:
protected by embedded
• Residential pressure sewer auto reset thermal
systems switches
• Commercial and domestic waste Combination of
water and sewage containing mechanical seal
soft solids Oil filled seat chamber
(silicon carbide
• Small municipal collection 1 silicon carbide) ' positively lubricates
:' seals and permits a
systems and lip seat. ':`°' ;ra°, ;"
'• -'Y" '`"�� � � seal leakage probe to
• Hazardous areas with optional "';� :t be installed
Class 7 division 1 Ex construction
according to FM-standards ;'��� ..,•,;
55 HRC hardened
Open multi-channel stainless steel cutter
impeller for smooth system consisting of
vibration free stationary Cutler ring
operation and blade rotor
Motor Construction Installations
Motar�T pa: Wetpit'tniith autowuplin9: Basestand:
Enclosed submersible
NEMA Insulation Code:
Class F -,
Service Factor: 1.16 f
NEMA Design Type- B f
Standard Cable length: -
Available Motor Volta es: `-
1 Phase: 115 V, 200 V, 230 V
• 3 Phase: 200 V, 230 V, 380 V
460 V, 575 V
Optional Explosion Proof construction:
class I div. 1 group C + D -
Materials Dimensions (inches)
Motor housing, volute and Impeller Autowupilne(wkh check valve).
Cast Iron ASTM A 48, Class 40B
Cutter 19
55 HRC hardened stainless steel Anchor
bglt M
Mechanical seals-Impeller side
Silicon Carbide vs_ Silicon Carbide CO
to v m
Shaft seal- Motor side 1/z ��
Lip Seal (Nitrile Rubber) 1
O-Rings: 16 3/4
Nitrile Rubber 21/4 2'A
Upper Bearing:
Deep groove Ball Bearing Anchor 112
Lower Bearing: bolt ' Pie 1"
Double row angular ball bearing 31/4 31/4
Power cable sheathin : 2"-11 1/z NPT Optional with
Nitrile Rubber Check valve
Shaft:
AISI 430 F
11 1/2 NP'r
Fasteners. -01
AISI 304 SS 00
d w k'•
71a
Technical Data
Pump Type Rated Phase Voltage Full Load Speed Weigght NEMA
B.H.P. M Amps (rpm) (LBS) code
C:F1P 19/1 2.0 1 230 82 3450 26 G
GRP 19/3 _ 210 3 230/3801460 5.8/3.5/2.9 3450 26
'lGRP 12/7 1,2 1 230 5.2 3450 25 G
GRP 12/3 1.2 3 230/380/460 3-6/2-2/1.8 3450 25 .!
INI Mn
F o M P TECHHOLOOY
- Pump'Date Sheet
1 '/4" Nominal Discharge
d.2" Solid Size K Model
2-poles; 3450 RPM GRP 12 to 19 (FM)
Open Multi-Vane Im tier with Cutter Page 1 of 1
v Electrical Data
Curve Model Voltage Phase Max. AMPS AMPS
Number Number B.H.P. F. Power Motor Cable Cable O.B.
L. LR. Factor' Eff. '� Slzo �
1 GRP19/1• 230 1 2.0 3,3
28 0.74 79 4G1.5 12(17j
.
2 GRP19/3 2301460 3 14 5.8/2.9 23.
460 4111.7 0.83 75 701.5 17
3 GRPi2/1* 230 1 1.2 2.8 11.7 0.$3 75 7G1.5 17
5.2 28 0.97 74 4G1.5 12(M
4 GRP12/3 230/460 3 1.2 3.6/1.8 23.4/11.7 0.76 74 7G1.5 17
460 3 Q 1.8 11.7 0.
Cable Size on all FM Pumps:7)(1.5(Cable O.D. 76 74 7Gi.5 17
"7herma!Switches intemaliy connecfed
Motor Construction
Motor T e
I�IEMA Insulation Code Enclosed gm
Service Factor Class F
NEMA Desi n Letter 1-15
Standard Cable Len th 8
Available Motor Voltages EE
1 Phase:115V,230V.
Thermal Sensors embedded in Windings 3 phase:200V 230V 380V 460V or 575V.
Included in all Pumps.
Must be wired into Control Panel In all FM Pumps
tional Ex fostan Proof Construction and 3 Phase pum s to validate Wanran .
Single Phase Class 1,DiV 1,Groups C&p-Fact mutual a roved
Units require Starf/Run Capacitors.
Standard Ma
teriai Of Construction
Motor Housin Cast Iron ASTM A4&Class 406
Volute
Im tier Cast Iron ASTM A48,Class 409
Grinder Assemb Cast Iron ASTM A48 Class 40B
gift Hardened Stainless Stee158-62 Roctcwetl C
Mechanical Seal-Irn eller Side AISI 430F Stainless Steel
Mechanical Seal-Motor Side Silicon Carbide vs Silicon Carbide
Fasteners up Seal.
O-Rin s AISI 304 Sfainless Steel
U er Bearin Nitrite Rubber
Lower Bearin fee Groove Ball Bearin
Power Cable Sheathin Double Row An ular Ball Bearin
Nitrite Rubber
Please see Technical Section of Catalogue for additional Information
PTI reserves the Right to change Product,Material or Design Data as required without Notification.
546
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PERFORMANCE CURVES
2-poles;3460 rpm Open 3 Mod.: GFIP12/1(FM)
1 Ile iVominal discharge multi vane impeger
0.2"So9d size 60 Hz
120
110
100
90
80
-- 80
10�
70
J 60
0 60
so
50
� a
40 v
30
30 Q
20
20
D
10 o¢c
10 }
0 ----------J
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0 10 20 30 40 50 60 70 80 90
FLOW p.S."
1.6
1.4
� 12
3
1
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0 0.8
0.6
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0.4
Date;10.01 S 3RP(FM) Page 3
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ON FI13ERGLASS BASIN•
0T G
INSTALLATION REFERENCE GUIDE
30' MAXIMU
LIFTING CADIZ Oil CHAIN
SPREADER BAR
FllVLSI� GRAna
OPTIONAL LU77NO LUGS
CAUTION:
HANDLE Wjn
DO NOT DROP
DO NOT IMPACT SiAPL3 AND
DO NOT ROLL AS � AN or rLxcAV'ATION
D
b0 NOT WRAP SPECIFICATION. W TILE AI3SF.NCH
CABLE OR CHAIN
AROUND BASUf OP-3 CONSIDER g CONDITION
AND'SAFETY CONSmEMMONS.
ANM—FLOATATION
COMPACTED SUB—BASF
MINIMUM 12" OR a" COMPACTED SUB—BASE AND/OR
WHEN USED 111T11 CONCRETE C0'1 5 SP£CAs PER
IFICATION.
HOLD—DOWN PAD ENG
ADJACENT STRUCTURE. FOUNDATION, 12" MINIMUM BACKFILL
FOOTING OR PROPERTY LINE COMPACTED TO A MINIMUk
SOIL MODULUS OF goo L'SI
- DE
a'
7
5'-0"
MINIMUM
FIBERGLASS BASIN
46` AS REQUIRED PER
aIINId1UY ENGINEF.Wa
SPECIFICATION
PIGUTAT10 TRE ��NS MAINCE TAIN BUILDING
DYtrlMU CODES.
H YM THE BB07TOUOU OF�ACOMPPACTED 4a^5UB—EA9Z TO ,\. BACKFILL MATERIAL
THE BOTTOM OF THE ADJACENT STRUCTURE'S `\a GROUT FOUNDATION.-FOOTING OR PROPEM. UNL OUT AS
REQUIRED PER
CONCR CONCRFTg GR
ENGrNXWS
\t ,' a• SPECIFICATION
1�
3/4" NOTE:
The intent of these installation instructions and 1HUBLrations
is to ensure that damage or premature failure to the basin
will not occur. These installation instructions and illustrations
1/4" are NOT intended to preclude normal safety procedures which
Should be followed to prevent Injury to personnel. SAFE
INSTAU ATION PROCEDURES SMLL BE ENTIRELY THE
PEA GRAVEL, CRUSHED ROC RESPONSIBILITY 'OF THE INSTALLER.
AACKFILL MATERIAL REQU7REMENT3
7-130
1007e RUV.0 0007M
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TURNKEY PUMP SYSTEM
SIMPLEX Q4 DUPLEX
EFFLUENT (X 9R1NDEP- ' ( ) SOLIDS
'FIBERGLASS SOUP COVER
�WATER/GAS TIGHT
GRADE
"WSJ 4' 9 A,
GUIDE RAILS
NEMA 4 JCT BOX
TO MEET AREA
FROST GRAC
-2 �A•
SS PULL CHAIN
O DE R
q EA.
FLOAT SWITCHES 9e-
cx. ' p PVC l:UIU. VALVE
109MBO PVC PIPE
*91 4• UNISEAL
INLET GASKET ' CHECK
FIELD DRILLED PVC ow MAN
��'mA tCONIPAGT PVC BALL VALVE
P /,z// Q,,v--PAPUMP SCOMING do SALMMG
%NTIFLOTATION FIANGE 'AUTO COUPLING
MOUNTED ON BASE
30'
OR LARGER
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HAYESVILLE.
BUSKIRK & OWENS, INC. OHIO
44838
LINE VOLTAG IDM Vc r=twnt.%C: "PHASE
CONTROL YOLT-AG Vot„m
HORSEPOWER RANGE-
TYPE OP Box-
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CHECKED Rt o TE or-I't-qs �!-
TOTAL P.11
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