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HomeMy WebLinkAboutSewer Installation Street Cut Permits 34 700049 TOWN O F S O PERMIT NUMBER U T H W I N D S O R, CT F.:.:.:,:.,:::.:.:...,.... . STREET CUT PERMIT .......:.:........ DATE: 05/17/07 GIS ID: 18300034 MUMS APPLICATION# 200700688 FEE: 4z' 25.00 -PIRATION DATE: OS 1 /0 8 AP P AN I ry. t Cfi. ..::..o. ., Lk NAM E: SKIPS SEPTIC :: ..::...........:. � ` : 'LOCATION ADDRESS: 27 MUDDY B S ;'3':: BROOK 3r �:, H K R� ��<>�... ARIW RO�7� ELLINGT .::<..: S:>:, ON CT 06 � ..�, �A��NDI 0�9;"` R MICH'�:f4; AEL& ,. ARIA : ARCG RO AD PHONE 86 -875- 232 �J H" �D S O R CT 06 074 0 •fi.. airy^^ Y:'S,::�::M1 e:;. W ti { RK RIP D E TI O N: E X CAfy AVE �` TA�'� �AN�Y TARY'` �M1.....APPLICANT AGREES TO FURNISHE ' THE TOWN OF SOUTH W TI . 'O ~ "..:,, INDSOR FOR ANI'` X1 EI�JSES:JN ` . '. ' ;' OF-RO�D�REQUIRED AND TO REIMBURSE CONNECTION WITH THIS PERMIT AND THE L ,;�IDE B 1VIt1NTENANCE OR REPAIR WORK IN FOR PERMITS AS OUTLINED IN THE TOWN OF Y THE RULES AND REGULATIONS V:: r w` R11rII1 MANUAL. ISSUED BY D TE INFECTED 5/17/20071:53PM *** PERMIT TO BE KEPT ON JOB SITE AT ALL TIMES*** INSPECTED BY TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: 7 CONTRACTOR:_ S K;p s LOCATION:_ 3 q ADDRESS: TYPE OF WORK: u - � - DATE INSP NEEDED: DATE INSP: Lf? o INSPECTED BY: 6 WORK IN PROGRESS:_ Cott 4-rr, . K ✓vii,cfp- Mh--e-J k Co VVC4 LAc INPUT: DATE: -Y APPLICATION FOR STREET EXCAVATION PERMIT �Ooc49 • , TOWN OF SOUTH WINDSOR Permit No. PUBLIC WORKS DEPARTMENT TOWN HALL QP?Uu+�)are -ZOO 1540 SULLIVAN AVENUE 2 SOUTH WINDSOR, CT 06074 3003 FEE $25.00 Name of Firm cs kips Sl: n. C- sFR ifyC Phone No. 8'7 f 2 3,3 Address of Firm P.0 29f7k At 67D Location of proposed work C H e T D .92 auk w/ Us.o/Z Describe fully nature of permit requested E XC A vAT£ APP/t ox/ A 7f�y -M S`` 5'4 r,( ' /1114<A/ 4- /�!5 ,�,L Po �C ivt/n �z f#,L o ' rRo'i'� Cuiei Starting date Approx.time for completion Call Before You Dig No. A0)7 19D0 S30 Traffic Services Control No. Show sketch of proposed work or fumish two copies of separate drawing Indicate North This section to be filled out by Town of South'Windsor ` yuMP Pavement Cut No.cuts - — ----- Est.'Size of Perris.Patch(s) Est.Pvt.Thickness A_in. 0 FORcf i4.41 I Est.Unit Price 1--la cif; Amt.of Deposit Total Due a /c90.°o by G" 1/iT EKAL �fCoP6S�A ( )Cash( )Check# Permanent Patch C�WR/N6 Ra No. Cuts Size of PatctKs) ;VTnb C4T o7o�X 3 ' Final Billing Amt.Due Payee Amt.We Town By Applicant is re risible for contacti gg the Police Dept.and C.B.Y.D. I AGREE TO FURNISH TO THE TOWN OF SOUTH WINDSOR THE AMOUNT OF BOND REQUIRED AND TO REIMBURSE THE TOWN OF SOUTH WINDSOR FOR ANY EXPENSES INCURRED BY THE TOWN FOR MAINTENANCE OR REPAIR WORK IN CONNECTION WITH TH RMI AND THAT I AM FAMILIAR WITH AND WILL ABIDE BY THE RULES A PERMITS AS T IN 1 O OF SOUTH WINDSOR'S STREET CUT PERMIT MANUAL. ND REGULATIONS FOR Signed: Date:_ Title: ------r IF jZ Driver's License#:_ d PERMIT SHALL BE KEPT ON JOBSITE AT ALL TIMES ,Ia• • a I 1• I, eeeeee!lee!!!!e!!!!!!!!!!!e!!!e!le►� eleelee�i�eselelee!!e!e!!!!es!leeei� !eeelseel�i!lieeeleeeeeeeeeeeeeeeei� !leeeeee■e�seeeeieii!leeese!!e■!■eery e■eeeeeeee�eeeeeeeeesiie®■■■■eeeeee !l■eeeeeto®eeeeeeeeeeeee!leeie eemin leseeeeee�ieeeee■eee■NNE�aeeeeeeeei®o !eee■eeeeee■eeeeeeeeIWLeeeeeee.eee■ !eeeeee■eSOON nl�seeOf 11M IN Ki■ ■eeeeeeeee W25. �eeeee!leeel■ eee■e■■ed i - Aneeee!leeel ■ee!leeee _ Eeeeee!leeei■ easeeeeee■eieser�� r �ii: reee■eeeeeee■ ■■e!■eeesleeeeeeeeeeeeeeeeeeeeee!!'■ ■seNo■eee eeeee■eeeeeee■eeeeeeeees '--•••��-eeeeeeee■eeeeeeeseeeeeeemin iii�:®i®iee■■.eeee!leeeele!!ee ■eeeeeee■leeeeeeeeeeee!leeeeee®ooe! ■le���1eeeeeeeeeeeeeeeeeeeeeeeeeeel! eee,�,��►,eeeee■eeeeeeeeeeeeeeee!!!!■!I■ �mo!!!!o!lleeelleeeeeeeeeeeeeee■on IM MEN eee\eeeeeeee■eOee!leeeeeeeMMIS MEMO■sees\1■eeeeeeeee0 eeeeeeeieeeMIN e!■eeeeee Eleeeeeeeeeeet�eeee■■!!leesI !ON sees!lleeeeieeee min mom eeeee!lleeeeeee!!e■ seeNo M;■ mom e!■■e!lleeee!leeeeee!!ee!leeeeemin ■eeeeee■eEleeeeeeee lee!leeeeeeeeeee■ ®eee■eeeeee eeeeeee!leeeeeeee!!■■!!■ ileeeee■eeeeeeeeeeeeeee■sees■sees■,■ leseeeeeelee■eeeeeeee MR, e\eee!leeeeel■ !leee!■■eeeeeeee!leee PIN 1leeemom eeNMI ■ No MEMOm1n eeeeeeee on min ieee!llieeeeeeeellseO eNo IN eeeo f■ leeeeeeeii'iiii eeeee.�eeeeeeeeeeeel■ ■eeeeeeeeeleeee �eeeeeeeeeeel■ e eeeeeeeeee�eeeeeeeeeeeN�oeeeelO eeeee■sees■eeeNEON eeeeeeeeeeeeei!!� leeeeeeeeeeee!!!!leeeeeeeeeeeeeeeee (OWN Stcp - O a 1O-P ?d&U&Ot 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•co AREA CODE 860/644-2511 July 31, 2006 Tom Walker Skips Septic Service P.O. Box 29 Ellington, CT 06029 Re: 34 Charing Road South Windsor, CT Dear Mr. Walker: The South Windsor Water Pollution Control Authority, at its regular meeting of July 18, 2006, approved the application as presented for connection to the Town's sewerage system for the existing residential home located at 34 Charing Road, South Windsor, CT; as more specifically shown on as built entitled Sanitary Sewer Construction, Avery Heights Area, South Windsor, Connecticut, Prepared by James S. Minges &Associates, Inc., Farmington, CT, Drawing 32-F, dated 8-1-1971.'; and subject to the following conditions: 1 Any applicable sewer assessment. 2. An external outlet and CL&P power disconnect must be supplied for the use of an emergency generator in the even of a power outage. 3. Technical approval of the Town Engineering Department. 4. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary'sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical.specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Joseph J. Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach, Director of Planning .Chris Dougan,Chief Building Inspector Water Polluation:Zontrol Authority File Michael Sealander, Property Owner qGOULDS PUMPS Submersible Sewage Pump — MODEL g ■ WS BFSeries_ L Prosurance available for residential applications. i APPLICATIONS resistance,stainless steel metal Single phase(60 Hz): operated continuously without Specifically designed for the paw,BUNA-N elastomers. Capacitor start motors for damage when fully sub- maximum starting torque. following uses: ■Shaft:Corrosion resistant,300 merged. • Homes series stainless steel.Threaded 'Built-in overload with automatic reset. ■Bearings:Upper and lower Sewage systems design.Locknut bn all models to •STTOW or STOW severe du heavy duty ball bearing • Dewatering/Effluent guard against component tY construction. • Water transfer damage on accidental reverse oil and water resistant power • Light industrial rotation. cords. 0 Power Cables:Severe duty • Commercial applications ■Fasteners:300 series stainless 0%and 1/z HP models have rated,oil and water resistant. steel NEMA three prong Epoxy seal on motor end Anywhere waste or drainage grounding plugs. provides secondary moisture must be disposed of quickly, ■Capable of running dry without •%HP and larger units have barrier in case of outer jacket quietly and efficiently. damage to components. bare lead cord ends. damage and to prevent oil SPECIFICATIONS ■Designed for continuous Three phase(60 Hz): wicking.Standard cord is 20'. operation,when fully Class 10 overload protection Optional lengths are available. Pump submerged. must be provided in ■Motor Cover O-ring:Assures • Solids handling capabilities: MOTORS separately ordered starter positive sealing against 2"maximum. unit. contaminant and oil leakage. • Capacities:up to 185 GPM. ■Fully submerged in high grade •STOW power cords all have •Total heads:up to 38 feet TDH. turbine oil for lubrication and bare lead cord ends. AGENCY LISTINGS • Discharge size:2"NPT efficient heat transfer.All ratings ns and uL rested to threaded companion flange are within the working limits of 0 Designed for Continuous CSA 22to UL Standards extra space as standard. the motor. Operation: Pump ratings By Canadian Standards 3"option available but must ■Class B insulation. are within the motor �cp us Association be ordered separately.(Order manufacturer's recommended File#LR38549 no.Al-3) working limits,can be Goulds Pumps is ISO 9001 Registered. •Temperature: 104'F(40X)continuous METERS FEET 140OF(60cQ intermittent. 1 s so • See order numbers On reverse SERIES:wS_BF ---------- - - - -- ----•----- -- ---- -- 2"SOLIDS side for speck HP,voltage, RPM:1750 phase and RPMs available. ,yS, ! SEMI-OPEN IMPELLER 40 --►I 10 GPM w Ir - - ------------- s - I- ----- FEATURESi I c 08 I + ----------I----- -- -L... ._- -.... 10 ! I r ! ■Impeller:Cast iron,semi-open, 30 ws' non-clog,dynamically balanced 2 P'B l ------ -- ------ - ------ ------- -------- --- -- a with pump out vanes for r ws' i 58 mechanical seal protection. 20 Optional silicon bronze impeller o s ws 38 — i available. - -f - -� --,----- -----'---- ■Casing:Cast iron flanged 10 volute type for maximum ; � I I efficien Designed for easy a..----------- k-------- r--------- --------- installation .... - -' cy g y C-- ! r ..... on Al 0-20 slide rail. 0 o I I ' 0 20 ■Mechanical Seals: SILICON 40 60 80 100 120 140 160 180 U.S.GPM CARBIDE VS.SILICON CARBIDE 0 1 o 20 30 40 ml/h sealing faces for superior abrasive FLOW RATE Goulds Pumps ©2003 Goulds Pumps Effective July,2003 www.goulds.com <& I ITT Industries B3887BF [qGOULDS PUMPS Sub mersible COMPONENTS .. Sewage Pump WPowerCable ri tion 7 y 1' llerMOD Z g 5 anical Seal WS...BF ■ r Shaft Series r 64 Bearings g 3 r Cableg 0-Rin 1 2 DIMENSIONS SIMPLEX AND DUPLEX SYSTEMS (All dimensions are in inches.Do not use for construction purposes.) . Simplex Ejector Systems:are used where drain facilities are below existing sewer lines. Also can be used for septic tank applications I----12'/�' where wastewater must be pumped away ROTATION 6'/^" from tank for treatment or disposal. Discharge Flange _ 11 $/ Duplex Ejector Systems:offer the necessary safety required by institutions Lk 57/e /e which cannot afford an interruption i _�� rruptlon In I<Icic-6Acic their sewage disposal systems. Discharge Flange: OO OO ©2"NPT standard OO 3"NPT optional(order an All-3) MODELS PERFORMANCE RATINGS (gallons per minute) Flanged Discharge Sewage Pumps,2"Solids Order No. WS03—BF WS05BF INS07BF WS10BF Order No. HP PH Volts Max.Amps. RPM Wt.(lbs.) HP► 'A '/z W50311Bf 115 10.7 RPM► 1750 1750 1750 1750 w50318BF '/3 1 200 6.8 63 10► 80 122 145 W503126F 230 4.9 15 36 90 116 152 W50511 BF 115 14.5 i 20 — 50 86 223 WS0518BF 1 200 8.0 0 WS0512BF 230 7.3 c w 25 — — 48 95 LL 30 — WS0538BF 1/2200 3.8 65 58 35 _ WS0532BF 3 230 3.3 — 20 WS0534BF 460 1.7 WS0537BF 575 1.4 WS0718BF 1 200 11.0 230 9.4 WS0712BF 1750 WS07388F % 200 4.1 WS0732BF 230 3.6 WS0734BF 3 460 1.8 WS07378F 575 1.5 WS1018BF 1 200 14.0 85 WS1012BF 230 12.3 WS1038BF 1 200 6.0 WS1032BF 3 230 5.8 WS1034BF 460 2.9 WS1037BF 575 2.4 Goulds Pumps and the ITT Engineered Blocks Symbol are Goulds Pumps registered trademarks and tradenames of ITT Industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. <& ITT Industries Watch Dog Series S230 NEMA 4X Simplex Controls s FEATURES: 1 • Flashing Red Alarm Light • Amber Run Light • High Decibel Audible (optional) NEMA 4X Fiberglass Enclosure • Stainless Piano Hinged Door • Stainless Door Latches With Padlock Hasp • External Mounting Feet • 3 Pole, Non-Reversing Contactor • "Hand/Off/Auto" Heavy Duty Toggle • Alarm "On/Off/Test" Heavy Duty Toggle • Field Wiring Terminal Strips • Motor Circuit Breaker • Control Circuit Breaker • Individual 3 Amp Control/Alarm Circuit Fuses APPLICATIONS INCLUDE. • UL 508 Listing (optional) Starting & Stopping Pump for: Sump & Sewage Basins • One Year Limited Warranty Septic Tanks &Aeration Systems Cisterns &Atmospheric Storage Tanks AVAILABLE OPTIONS: Chemical Solution Tanks Piezo Buzzer And Many More... Alarm Bell Vibrating Horn (Automatic reset silence circuit included with all audibles) UL 508A Listing SPECIFICATIONS Max input Location Full Load Encl Encl Power Control Alarm Audible AShip x Model Use Amps Type Material VAC --Ph Fuse Fuse Included Weight S230 Outdoor 12 NEMA 4X Fiber 230-1 3 Amp 3 Amp --- 11 Ibs S230P Outdoor 12 NEMA 4X Fiber 230-1 3 Amp 3 Amp Piezo 12 Ibs S230B Outdoor 12 NEMA 4X Fiber 230-1 3 Amp 3 Amp Bell 13 Ibs S230H Outdoor 12 NEMA 4X Fiber 230-1. 3 Amp 3 Amp Horn 13 Ibs CSI Controls,Inc.,220 Ohio Street,Ashland,Ohio 44805 • Phone 419-281-5767 @1998 CSI www.chandiersystemsinc.com Fax 419 PS39809 VV� Y csi@bright.net PS39809 Typical S230 NEMA 4X Simplex Controls 4 a i 230V-10-60 Hertz-3 Wire Service 4 L1 L2 N - NOTE: OVERLOADS MUST HE IN PUMP MOTOR B Ti �iIPUMP�12MA,ATDM MTR. llEA F1J1. }CB 2 FUSE 'til (3amp) BLu B Ml HAND A ZHIGH LEVEL ALARM SW U °AUTO WNriREa M1 -TPUMP ON SW. 2 3 ; PUMP OFF SW. LS 1 LS 2 (OFF) (ON> PUMP MOTOR FUSE (3amp> H CONNECT GREEN WIRES TO GROUND T FLSR. g 5 6 OFF L LS 3 RED u (HIGH LEVEL) U TEST SILENCE SR Vm SR AUDIBLE ALARM SR WHT/VID fi�lOo dI�U;� ■ = Aud03le Options P = Plezo B = Bell H = Horn C O m y ®� YI Y• - NNYI NMO EN Q all ®Q afT 12-3/4' Y e •seeFOEe Y. B, .YYiann..a 4 � 3 �Yt 1 1�Ypa n Y O O PIEM AUDIBLE HILL BE NDUNTED THROUGH THE BOTTOM OF THE ENCLOSURE. BELL OR HB7RN AUDIBLE WILL BE MOUNTED ON THE DOOR OF THE ENCLOSURE, CSI Controls,Inc.,220 Ohio Street,Ashland,Ohio 44805 Phone 419-281-5767 Fax 419-289-2535 low Pei @1998 CSI www.chandiersystemsine.com csi@bright.net PS39809 TURNKEY PUMP SYSTEM SIMPLEX { DUPLEX ( EFFLUENT ( )GRINDER ( SOLIDS i FIBERGLASS SOLID COVER WATER/GAS TIGHT GRADE ss z I A. GUIDE RAILS Star-1cs5 st��L NEMA 4 JCT BOX IolaeG'm cAL V AL-.-- TO MEET AREA (� FROST GRADE ``QK �2o;Ec�torJ SS PULL CHAIN OR DEEPER ° 3E•r�. FLOAT SWITCHES PVC BALL VALVE SCHBO PVC PIPE 4" UNISEAL -BALL CHECK INLET GASKET PVC e.!Re! FIELD DRILLED tCOMPACT PVC BALL VALVE UOC401l4.Wr C-�auLbs SCOURING do BALANCING PUMP . M p IJ P �a oot:'� 5 1 hGI-E. �h hsi 'k ANTIFLOTATION FLANGE AUTO COUPLING MOUNTED ON BASE 3Et�SQO 30" OR LARGER 001 D CHARGE ?arnfess-steel Pump Adapter Fdaoge ae�d Lower OuAp'e Plate Staodard Ra#ed toy Z00 Pound's F t�0 75�& bfffk turtle#3a��s Pov�o"er�o ter! 7 i { 7' 7 F a INTEGRATED BALL CHECK VALVE. eNON-SPARKING BRONZE:GUIDE PLATE NON-SPARKING-BRONZE PULL-OUT.FLANGE fay " DUCTILE CR4T [RON BASE ELBOW 2e00" ��g �ARG� 1.50`°'NPr FLANGE Stainless Steel Pump Adapter Flange and Lower Guide Plate Standard.Rated for 200 bounds.fits 0.7511 1.00"Guide Rails.Powder Coated. s ®INTEGRATED-'BALL CHECK VALVE - a NON-SPARKING BRONZE GUIDE PLATE NON-SPARKING BRONZE PULL-OUT FLANGE 0 2xw' DUCTILE CAST MOO BASE ELBOWCHARGE 2s00 NPr FLANGE Stainless steel Pump Adapter Flange and Lower Guide Plate Standard.Bated for 200 Pounds,Fits 0.75"&1.00"Guide Rails.Powder Coated. E. e T s-. z 6. ' y - 1441TE,GRAXEU A L G ECG VALVE - -.4 NON.SAm" IMEhai8' r •.: i s �, --: -�, NbN SI?ARkINYz 8(�ON��PULL OUT ELAI�G� - Y NOTE:ALL DIMENSIONS ARE IN INCHES. MATERIALS OF CONSTRUCTION. ION: .. PUMP ADAPTER:$04 SST BERS ZQQ BASE RWOW;CAST DUCTILE IRON LIF1'-OUT FLANGE:CAST DUCT 4 IRON LOWER GUIDE BRACKET:iO4 SST' PAGE ALL FASTENFtZs ARE 3O4 SERIES SST USABLE RAIL SIZES;1'&1" 1 MAXIMUM WEIGHT'ALLOWANCE 200 Ibs X i"LONG slots 1Qj 4 m LOWER GUIDE BRACKET 20 NPT LIFT-OUT FLANGE 2'NPT PUMP ADAPTER 5 7., 9 17 BASE ELBOW � � SA " 4 ALL INFORMATION CONTAINED IN THIS DRAWING is CONFIDENTIAL AND F'ROPIIETARY t0 CgNI:RY MFG, INC. CHANGES T-OLERANCES DRAWN BY JDI DECIMALS D. MII)OLETON C1ATE SPECIFICATION .x�nt �. _oas 03/05/04 SHEET •xx ONA MATERIAL PECIF1CATfON: aiMEN5.14NAL DATA FRACTIONAL B XA- *.1/54 SCALE; p A ANG4E S AS NOTED 1 »o.LEFT � /8 OUT DIM T00/T00Z CHI �.�At h2i�u0� 99CO T99 6TV XVd VT:ZT 20OZ/6Z/OT 01 • i , . Q (A)Size: Tvpe: Top To CL• 01,01,2000 s (B)Size: Type: Top To CL• (C)Size: Type: Tor)To CL• lJ t (D)Size: Type: Top To CL• (E)Size: Type: Top To CL• Ii M Size: Tvpe• Top To CL• * Locations for other adders i ( )Size: Type: Top To CL• ( )Size: Type: Top To CL• (E� I ( )Size: Type: Top To CL• v ( )Size: Type: Top To CL• ( )Size: Type: Tor)To CL• ( )Size: Type: Top To CL• ( )Size: Type: Top To CL• ( )Size: Tvpe: . Top To CL• L __1 FIBERGLASS BASIN SHORT SPECS The resins used shall be a commercial grade ployester and shall be evaluated as a laminate by test or determined by previous service to be acceptable for the intended environment. The reinforceing material shah be a commercial grade of glass fiber(continuous strand,chopped-strand,continuous mat and/or noncontinuous mat)having a coupling agent which will provide a suitable bond between the glass reinforcement material resin. The FRP laminate wail thickness shah very with the wet wen height to provide the aggregate strength necessary to meet the tensile and flexural physiacal properties requirements. The wet wen FRP wall laminate must be designed to withstand wan collapse or buckling based on a hydrostatic pressure of 62.4 lbs.per sq.ft.;a saturated soil weight of 120 Ibs,per cu.ft.; r� r a soil modus of 700 Ibs per sq.ft.;and,the pipe stiffness values ?.Z as specified in ASTM D3753. The wet well FRP laminate must be constructed to withstand or exceed two times the assumed loading on any depth of the wet Well. The finished FRP laminate will have a Barcol hardness of at least 90%of the resin manufacturer's speed hardness for the fully cured resin. The Barcol hardness shall be the same for both interior and exterior surfaces. The wet well top flange shall have an outside diameter at least 4"greater than the inside diameter of the wet well. A four or six hole pattern shall accommodate the mounting of a cover with at least 0.25"in diameter 300 series stainless steel fasteners. Noncorroding stainless steel threaded inserts shall be fully encapuslated with noncontinuous mat or chopped-strand glass fiber reinforcement. The inserts shall have an offset tab to L f r prevent stripping or spinning out when removing and reinserting r cover fasteners. 'Tope I�d.ustrie�, I�.�_ P.O. Box 420 - Rochester, IN 46975 (800) 354-4534 Fax (219) 223-6106 www.toppindustries.com All Prices ROM Rochester,IN 46975-All Prices Subject To Change Without Notice 01999 Topp Industries,Inc.All Rights Reserved Topp Industries,Inc.•P.O.Box 420•Hwy 25 North•Rochester,IN 46975 Page 3-20 Toll Free:(800)354-4534/Phone:(219)223-3681/Fax:(2I9)223-6106/Web-Site:www.toppindustries.com/E-mail:toppindustries@toppindustetes.com 3y „ . FIBERGLASS EXTENSION The resins used shall be a commercial grade polyester and shall be evaluated as a laminate by test or determined by previous service to be acceptable for the intended environment. The reinforcing material shall be a commercial grade of glass fiber (continuous strand. chopped—strand, continuous mat and/or noncontinuous mat) having a coupling agent which will provide a suitable bond between the ;lass reinforcement material and resin. The FRP laminate wall thickness shall vary with the wet well height to provide the aggregate strength necessary to meet the tensile and flexural physical properties requirements. The wet well FRP wall laminate must be designed to withstand wall collapse or buckling based on a hydrostatic pressure of 62.4 tbs. per sq. ft.. a saturated soil weight of 120 lbs, per cu. ft.; a soil modulus of 700 pounds per sq. ft.; and. the pipe stiffness values as specified in ASTW D3753. The wet well �JQ FRP laminate must be constructed to withstand or exceed two times the assumed loading on any depth of the wet well. The finished FRP laminate will have a Barcol hardness of at least 90% of the resin manufacturer's specified hardness for the fully cured resin. The Barcol hardness shalt be the same for both interior and exterior surfaces. The wet well top flange shall have an outside diameter at least 4.0 inches greater than the inside diameter of the wet well. A four or six hole pattern shall accommodate the mounting of a cover with at least 0.25 inches in diameter 300 series stainless steel fasteners. Noncorroding stainless steel threaded inserts shall be fully encapsulated with noncontinuous mat or chopped—strand glass fiber reinforcement. The inserts shall have an offset tab to prevent stripping or spinning out when removing and reinserting cover fasteners. FAX. 219-223-6106W-LO]PIP's INOUSTRIES. INC. PlocKsIva=aln01ANA s a 9is )f ' NO.: 6 - 1901 SOLID FIBERGLASS BASIN COVER STAINLESS STEEL HARDWARE STANDARD GASKET TAPE PROVIDED A O - 60' TYP. O � I � 30° TYP. I 1 I I I 1 � / (6) 1/2" DIA. I i / HOLES O O fl © QC BASIN PART INSIDE OUTSIDE BOLT MATERIAL NO. STYLE DIA. DIA. CIRCLE THICKNESS C24WF ROUND 24 28 26.5 .25 C30WF ROUND 30 34 32.5 .375 C36WF ROUND 36 40 38.5 .375 C42WF ROUND 42 46 44.5 .50 C48WF ROUND 48 54 51.0 .50 C60WF ROUND 60 66 63.0 .75 C72WF ROUND 72 78 75.0 1.00 ALL DIMENSIONS IN INCHES DESCRIPTION: SOLID FIBERGLASS COVER REFERENCE: ® ® 10081 DRAWN Ell l CHECKED BY: SUPERSEDES PRINTS xQ PRIOR TO: 10r17/94 O • ® [DATE: REV.: NO.: 19 10/ o o scat.E:NONE NONE DISS K. 3-210/0700 TOPP INDUSTRIES,INC.•P.O.BOX 420•ROCHESTER,IN 46975•TOLL FREE 800-354-4534•FAX219-223.6106•WEB SITE www.toppindustries.com•EMAIL toppindustries@toppindustries.com FIBERGLASS BASIN O INSTALLATION REFERENCE GUIDE PURPOSE The purpose of this guide is to provide a brief reference to the recommended methods and procedures for installing Topp Industries' underground sump and sewage basins to ensure that damage or premature failure of the basin do not occur. Studies conducted by both environmental regulatory agencies and trade organizations demonstrate that the most significant source of leaks and failures in underground storage systems is improper handling and installation. Proper handling and installation requires practical experience combined with strict adherence to proven methods and procedures. i This guide is not intended to serve as a basic instructional manual.The installation of our sump and sewage basins is a specialized skill, and it is assumed that the individuals who install our products and refer to this guide will have a basic understanding of such procedures as excavating, backfilling, pipefitting and electrical work. No amount of written instruction by a manufacturer or a regulatory agency will convert an inexperienced, under- supervised laborer into a skilled, experienced mechanic.The ability to recognize and correctly respond to abnormal conditions during a basin installation requires field experience as well as mechanical aptitude. In addition to proper system engineering and competent manufacturing,the use of basin installers who have both practical experience and integrity to-insist that the basin be installed properly constitutes the greatest protection from catastrophic basin failure and liability exposure. DISCLAIMER Every reasonable effort has been put forth by Topp Industries, Inc. and its agents to ensure the accuracy and reliability of the information contained in this reference guide. However, neither Topp Industries, Inc., it agents, nor its consultant make any representation, warranty, or guarantee in connection with the publication of these recommended methods and procedures. Topp Industries, Inc. hereby disclaims any liability for loss or damage resulting from,their_use; for the violation of any federal, state, county or municipal regulations with which these recommended methods and procedures may conflict;or for the infringement of any patent resulting from the use of these recommended methods and procedures. These handling and installation instructions are not intended to preclude normal safety procedures which should be followed to prevent injury to personnel. SAFE INSTALLATION PROCEDURES SHALL BE ENTIRELY THE RESPONSIBILITY OF THE INSTALLER. MATERIAL HANDLING GENERAL HANDLING. Although the exterior surfaces of our fiberglass reinforced plastic (FRP) sump and sewage basins are designed to withstand normal handling, they can be damaged during transportation and installation. Basins must not be dropped, dragged or handled with sharp objects and with the exception of the minimal movement involved in a,visual inspection,should not be rolled. If the basin or its shell are damaged, installation should be suspended until a determination of the extent of damage can be made by Topp Industries, Inc.or its agent.Any repairs must be first authorized in writing by Topp Industries, Inc.and then be done in accordance with Topp Industries'instructions. UNLOADING, LIFTING AND LOWERING. The proper way of moving a basin is by lifting it, using chains or cables with the optional lifting lugs(not more than 300 included angle) or by using anon-marring sling around the basin. Before any attempt is made to move a basin, it should be established that all of the equipment and accessories have sufficient capacity and reach to lift and lower,the basins without dragging and/or dropping. Basins should be maneuvered with.guide ropes attached to the sides. WARNING! Under no circumstances is the use of chains or cables around the basin shell permitted. 3.120/0700 TOPP INDUSTRIES,INC.•P.O.BOX 420•ROCHESTER,IN 46975-TOLL FREE 800 354-4534•FAX 219-223.6106•WEB SITE www.toppindustdes.com-EMAIL toppindustries@toppindustries.com FIBERGLASS BASIN INSTALLATION REFERENCE GUIDE,continued MATERIAL HANDLING, continued STORAGE. Basins should be stored in a secure, controlled area where the potential for accidental damage or vandalism will be minimized. The storage area should be free from sharp objects, rocks and any other foreign solutions or materials that could cause damage to the basins. Chock the basins until they are needed for installation and if windy conditions are possible, secure the basins with non-marring restraints of a size and number adequate for securing the basin. PREINSTALLATION INSPECTION. Basins, valves, equipment and piping materials should be physically and visually inspected prior to installation. Adherence to the project's specifications should also be confirmed before installation. If the basin or any of its internal components are damaged, installation should be suspended until a determination of the extent of damage can be made by Topp Industries, Inc.or its agent.Any repairs must be first authorized in writing by Topp Industries, Inc.and then be done in accordance with Topp Industries'instructions. EXCAVATING EXCAVATING.The excavation should provide adequate space for the basin, piping and other buried equipment and for the placement and compaction of backfill materials particularly around the basin walls.The size, shape and wall slope of the excavation should be determined by soil conditions, depth of excavation, shoring requirements, and, if workers are required to enter the excavation, safety considerations and federal, state, county and municipal regulations. WARNING! Locate all overhead and underground utilities before excavating. LOCATION OF EXCAVATION. Excavation for an underground basin should be made with due care to avoid undermining foundations of existing structures and contact with underground utilities. In the absence of building codes or regulations, maintain a minimum distance of five feet plus a slope of 450 from the bottom of the compacted sub-base to the bottom of the adjacent structures, foundations, footings and property lines (as shown in the attached illustration).Additional distances may be required to assure that any loading carried or created by the foundations and supports cannot be transferred to the basins. MAXIMUM BURIAL DEPTH. If burial depth is greater than the basin height, contact Topp Industries, Inc. to determine if additional wall reinforcement is required and secure written authorization. HANDLING OF EXCAVATED MATERIALS. Excavated materials which cannot be removed from the jobsite should be carefully stored as far from the edge of the basin excavation as possible. Unless approved for use as backfill, excavation materials should be securely stored separate from approved backfill materials. WORK AREA SAFETY. Safe installation procedures shall be the sole responsibility of the basin installer.Work safety requirements are defined in U.S.Department of Labor 29 CFR part 1926,subpart P, Excavations. BACKFILLING GENERAL. Careful selection, placement and compaction of approved backfill material is critical to a successful basin installation.Among the common problems associated with basin leaks and premature failures are: •Use of an incorrect backfill material. • Inadequate or improper placement or compaction • Rocks,clods or debris left in the excavation or basin. •Voids under or around the perimeter of the basin. •Failure to prevent the migration of backfill materials. PLACEMENT OF BASIN. The bottom of the basin excavation should be covered with suitably graded, leveled, and compacted backfill material to a depth of at least 12 inches (compacted sub-base). If a concrete hold- down/anti-flotation pad is required, this bedding can be reduced to a depth of at least 6 inches.The basin should then be carefully lowered into the excavation and centered on the compacted backfill or concrete pad (see attached illustration). WARNING! Placement of a basin on a concrete pad or compacted sub-base smaller than the total basin bottom area or on intermediate supports (saddles)will cause uneven distribution of loads. This may contribute to structural failure, and is never permitted. 3-130/0700 TOPP INDUSTRIES,INC.-P.O.BOX 420•ROCHESTER,IN 46976-TOLL FREE 800-354-4534•FAX 219-223-6106•WEB SITE www.toppindushies.com-EMAIL toppindustries@toppindustries.com FIBERGLASS BASIN INSTALLATION REFERENCE GUIDE,continued BACKFILLIN'G, continued BACKFILL MATERIAL. Backfill material should be clean, well-granulated, free-flowing, noncorrosive, and inert. It should be free of ice, snow, debris, rode, or organic material, all of which could damage the tank and interfere with the compaction of the backfill material.The largest particles should not be larger than 3/4 inch. Not more than 3 percent (by weight) should pass through'a #k8 sieve, and the backfill material should conform to ASTM C-33, Paragraph 9.1 requirements.Approved backfill materials include: • Pea Gravel, naturally-rounded particles with a minimum diameter of 1/8 inch and a maximum diameter of 3/4 inch. •Crushed Rock, washed and free-flowing angular particles between 1/8 inch and 1/2 inch in size. PLACEMENT AND COMPACTION OF BACKFILL. compaction of backfill materials should be adequate to ensure the support of the tank, and to prevent movement or settlement. Backfill materials should be place in 12 inch lifts and compacted to a minimum soil modulus of 700 pounds per square inch (psi). SUPPORTING PIPING, EQUIPMENT AND ACCESSORIES. Sup port for piping, equipment and other accessories must be provided during backfilling. Using the basin to support piping, equipment, cribbing, bracing or blocking is never permitted. During backfilling, temporary supporting materials must be carefully installed and removed to prevent damage to the basin, piping or equipment. WARNING! Using the basin to support any loading carried or created by piping, equipment, cribbing, bracing or blocking is never permitted. ANCHORAGE GENERAL. When basin installations are located in areas subject to.high water tables or flooding, provisions should be made to prevent the basins, either empty or filled, from floating. The buoyancy force to be offset is determined primarily by the volume of the basin.The principle offsetting factors include: •Backfill materials. •Concrete hold-down pad. • Friction between the tank,backfill materials and the surrounding soil. METHODS OF ANCHORAGE. All methods of anchoring basins use the weight of the backfill materials to offset the buoyancy forces. The use of supplemental mechanical anchoring methods (a concrete hold-down pad) increases the amount of backfill ballast which is mechanically attached to the basin.The recommended method of attachment is to pour concrete grout over the basin's anti-floatation flange and concrete hold-down pad (see attached illustration). M ANCHORAGE REQUIREMENTS.Requirements for anchorage,thickness of concrete hold-down pads, as well as the size of anchors and reinforcement must be calculated for each installation based on the environmental conditions of that specific installation. WARNING! Use "submerged" material weights when calculating anchorage requirements. Example:weight of concrete (150 pounds per cubic foot) minus the weight of the water 62.4 pounds per cubic foot)equals a "submerged"weight of 87.6 pounds per cubic foot. FOR ADDITIONAL INFORMATION PLEASE CONTACT: TOPP INDUSTRIES, INC. P.O.Box 420•Highway 25 North•Rochester,Indiana 46975 Toll Free 800-354-4534•Fax 219-223-6106•Web site www.toppindustries.com•Email toppindustries@toppindustries.com 3.140/0700 TOPP INDUSTRIES,INC.•P.O.BOX 420•ROCHESTER,IN 46975-TOLL FREE 800-354.4534-FAX 219-223-6106-WEB SITE w'ww'.toppindustries.com-EMAIL toppindustries@toppindustries.00m iFIBERGLASS BASIN INSTALLATION REFERENCE GUIDE 30' MAXIMU LIFTING CABLE OR CHAIN SPREADER BAR YINISH GRADE OPTIONAL LIFTING LUGS CAUTION: HANDLE WITH CARE DO NOT DROP DO NOT IMPACT SLOPE AND SIZE OF EXCAVATION DO NOT ROLL AS PER OSHA AND ENGINEER'S DO NOT WRAP SPECIFICATION. IN THE ABSENCE CABLE OR CHAIN OF THESE, CONSIDER CONDITION AROUND BASIN OF SOIL. DEPTH OF EXCAVATION AND SAFETY CONSIDERATIONS. BASIN ANTI—FLOATATION FLANGE COMPACTED SUB—BASE COMPACTED SUB—BASE AND/OR MINIMUM 12' OR 6' CONCRETE SLAB AS PER WHEN USED WITH CONCRETE ENGINEER'S SPECIFICATION. HOLD—DOWN PAD 12" MINIMUM BACKFILL ADJACENT STRUCTURE., FOUNDATION, COMPACTED TO A MINIMUM FOOTING OR PROPERTY LINE SOIL MODULUS OF 700 PSI FINISH GRADE 5'-0" MINIMUM FIBERGLASS BASIN 45' AS REQUIRED PER MINIMUM\ ENGINEER'S SPECIFICATION IN THE ABSENCE OF BUILDING CODES, OR REGULATIONS, MAINTAIN A MINIMUM DISTANCE ` \, OF FIVE FEET PLUS A SLOPE OF 45° FROM \ BACKFILL MATERIAL THE BOTTOM OF THE COMPACTED SUB—BASE TO w THE BOTTOM OF THE ADJACENT STRUCTURE'SCONCRETE GROUT AS FOUNDATION. FOOTING OR PROPERTY LINE. REQUIRED PER \ = ENGINEER'S SPECIFICATION 1" NOTE: - ---------- 3/4" The intent of these installation instructions and illustrations 1/2" ----------- 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 INSTALLATION PROCEDURES SHALL BE ENTIRELY THE PEA GRAVEL CRUSHED ROCK RESPONSIBILITY OF THE INSTALLER. BACKFILL MATERIAL REQUIREMENTS 7-130 10076 REV.0 090794 3.150/0700 TOPP INDUSTRIES,INC.•P.O.BOX 420•ROCHESTER,IN 46975•TOLL FREE 800-354.4534•FAX 219.223.6106•WEB SITE www.toppindustries.com•EMAIL toppindustdes®toppindustries.com __ _SJE AMPMASTER@ pUMp switch Mechanically-activated, wide-angle, 20 amp rated switch designed tocontrol pumps up to _ 1 1/2 HP at 125 VAC and 3 HP at 250 VAC. This mechanically-activated, wide-angle, 20 amp rated pump switch provides automatic control of grinder and high head sewage pumps in grinder and lift station applications, as well as septic tank effluent pump (STEP)systems. 4 The SJE AmpMaster®pump switch is not sensitive to rotation or turbulence allowingit to be used in both calm and turbulent applications. It is available for pump down applications only. U.S.PatentNos.5,087,801&5,142,108 FEATURES �. ■ Maximum pump running current of 20 amps. ■ Heavy-duty contacts mounted on high-conductivity copper �tnt substrates. 4� ■ Controls pumps up to 1 1/2 HP at 125 VAC and 3 HP at 250 VAC. a inch ■ Second set of non-conductive contacts enhance switch activation. tig fir ■ For direct wiring in 125 VAC or 250 VAC applications (piggy-back #t }e plug model not available). ■ Adjustable pumping range of 9 to 24 inches(23 to 61 cm). ■ Includes standard mounting clamp and boxed packaging. Brent I■ UL Listed for use in non-potable water and sewage. ■ CSA Certified. ■ Three-year limited warranty. AraZr!ZZC t r 1 =- LRU245a LISTED ' 83N2 Pump Down/ON position Pump Down/OFF position rtnt. active contacts s CLOSED nonconductive non-conductive activecontacts contacts + contacts OPEN s� -4 h )<.010rmal, "_W1hi R4imp k This switch is available: NO ■ in standard cable lengths of 10, 15,20, or 30 feet and 3,5,6, or 10 ti 6 5Mc meters (longer lengths available). s�1N6502 I; 1 Ball Check Valve Installation Ins; ructions Models 508/50, 208, 20813, 208T, 0$S & 408 banfoss Flomatic NOTE: PLASTIC VALVES SHOULD NOT BE BURIED UWERGROUND Flomatic ball check valves, Model 508/50, 208,208B, 208T, 208S and 408 ap designed especially for use with sewage pumps and applications involving viscous IIq s or slurries. The principle of the ball check valve is very simple.The ball has sufficient weight seat tightly even in high viscous liquid, but to open freely so that the headloss is minimal. Flom#ic ball check valves can be installed horizontally or vertically provided that they are installed as Oe illustration shows. The giyfer"installation of a ball check valve is in a vertical position. This fill insure that gravity will s the ball properly each time. However, the ball-check valve is to bj used in a horizontal installation, it is important that the static head is3.at least g0 feet of water(nice pounds per square inch). Recommended flow velocity range is 3-5 feet/sec. Ball check valves#'rith a floating ball should be installed in a vertical oner tation only an have a minimum of 10feet of static head to seal correctly. The pressure rating for Flomatic ball check-'Valves is 150 pounds per square inch. If a high pressure.ball check valve is required, please consult the factory. Flomatic ball check valves incorporate a standard sinking ball, which operates on gravity. Special floating balls are available for valves to be installed in different positions than described above. The maximum recommended operating temperature for Flomatic ball check valves.in 1800F. For any installation which irequires higher temperatures, please consult factory. s Water Hamer-It is important when designing a submersible.was--.ater s. s#em-that the p g g . y submersible pump and the pumping system'is proectecl'from water Tammer. Water hammer: occurs when the liquid flowing in the pipe is suddenly stopped. Water hammer is a series of shocks sounding like a hammer blow, which may be-of sufficient magnitude to rupture the pipe or damage the valve. In a very long laying pipe it is often necessary to iristall several check valves spaced apart of a surge valve to take care of the pressure which is created when the pump is shut off or a valve is closed. For special design considerations please consult factory and refer to "Selective Valving for Hydradlic Control Efficiencies". T Dartfoss Flom*can accept no responsibility for possible enas in catalogues,brochures and other printed material.Danfoss Fbma6c reserves the right to after b Products wWW notices.This also applies to produr t already agreed.All bademarkahr this material are properly,of the respective companies. Danfoss and fwe logotype are trademarks of Denfoss M.Al right reserved. DANFOS3 FLOMATIC CORP. PHOGLENE(5(T r 9I97�1 July 21,2003 FLOMATIC ® FAX (5i6)7'61=9796 Dwp No:YSPEC55RevA