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HomeMy WebLinkAbout34 Charing Road - WPCA Application, Approval Letter SOWN 3f, C') 'I OP m C� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 sox•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 Pollution ,&ntrol Authority File Michael Sealancier, Property Owner 8 };, TOWN OF SOUTH WINDSOR rf j�t`, . - 1� �► WATER POLLUTION CONTROL AUTHORITY RECEIVED �► APPLICATION FORM MAY 31 r20�i c� Application °"eL�90 wc pEPT Date Received Date Scheduled For 1 u Applicant ivy !cF' - S je t PS Se P17 c J V x t1r Address a. Sox f L-i-I n►G tv-i c r- Telephone $? 5- Z 3 3 'Z- Owner of Record on Land Records M !.re Inair ,A S€19 c ft nJ:D F Tc. Owners Address 3 4t c Hw-tr l Z /z P 5 v,r,t > p Property Description: Assessor's Map# Parcel# Vol. Page Project Title: Inquiries to be directed to: (Name, Address, Phone) 104-L W 9 k f Q, dam Z << 5s75z3� Approvals Previously Received: (Check) IWA P &Z ZBA Purpose of Application: (Check all that apply) 1. Sewer Extension/Connection-Residential Use a. Subdivision b. Single Unit c. Other Explain d. Type of Approval: Concept Final -X 2. Sewer Extension/Connection-Industrial/Commercial User a. New Connection b. Request to Increase Flow Rate c. Change in Nature of Waste Discharge d. Other Explain e. Type of Approval: Concept Final 3. Appeal of Sewer User Charge a. Residential b. Industrial/Commercial 4. Sewer Assessment a. Establish Sewer Assessment b. Appeal of Sewer Assessment c. Change in Use of Property 5. Regulatory Appeal : Explain 6. Other xplain 4- ��- �44 Ac s i t Da��tp V*, , K,", Owner's ignature Date (See Reverse side for Application Submittal Procedures) 9/0 • PIZOPOSV"Zi In1 57N/, /L R-nd n` Orr- ft kf!7£fz44 - IN rO -7�15 IYS.-d`ticr ivA-s VizHLyob. P/PC 11usTlil-c FgLr1akj .- Ara7v cetr- r X F-P#//t &)i C L aq- /A/ RC OX v i'tNC IV 7 tAj/V 0 Sa l;t/ RUMP. '9A) C,( 03eZ) IS' iN,<oxM-l-WOV riI T//�-7 PtflhP CH�r,,g,3TA_ PZ4M)' N IL W i cI- A £ CtS/A)G &!X/NG WILL- /3C,p Cd7"'i>�/. 7 13 �� e + 7- `"L CC7X rr-' , CC Al DC-&CTOX5 f7 i lcleA9 lIr &)iC.i- av r6tf.E_ f,Z 411 7H DE97; CtFCIX-/C leAJ (.�/IL AtdVI-De /9 70 ICEc� tAJ fI 6 F ,J F7C,t7nL- 77YLi tvei-k-F rL. � '7 zrC �=26 ?92 5— . RGOULDS PUMPS Submersible Sewage Pump MODEL . .• .... ::.:. WS B Prosurance available for residential applications. APPLICATIONS resistance,stainless steel metal Single phase(60 Hz): operated continuously without Specifically designed for the parts,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 ■Bearings:Upper and lower • Sewage systems design.Locknuf on all models to automatic reset. heavy duty ball bearing • Dewaterin /Effluent guard against component •STTOW or STOW severe duty • g g p oil and water resistant construction. power Water transfer damage on accidental reverse p • Light industrial rotation. cords. ■Power Cables:Severe duty • Commercial applications ■Fasteners:300 series stainless •'/3 and'/2 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 201. 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 ■Designed for Continuous Tested to UL 778 and threaded companion flange are within the working limits of CSA 22.2 108 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 CM us Association be ordered separately.(Order manufacturer's recommended FileAR38549 no.Al-3) working limits,can be Goulds Pumps is ISO 9001 Registered. •Temperature: 104°F(40°C)continuous METERS FEET 140°F(60°C)intermittent. 15 50 SERIES:WS_BF �I • See order numbers on reverse --------------_..a------------i----- ___F.. - _- 2"SOLIDS -- - side for specific HP,voltage, ; I I RPM:1750 phase and RPMs available. 40 I -► 10GPM ! SEMI-OPEN IMPELLER FEATURESs Pr - - a 10 I I I I ■impeller:Cast iron,semi-open, 30 Ws �e i non-clog,dynamically balanced 2 - !-- { i - - I , with pump out vanes for r ws se mechanical seal protection. 20 Optional silicon bronze impeller o 5 I available. WSf738 -'- --... -- i -- --- --- ----- -- i i i I i ■Casing:Cast iron flanged 10 i volute type for maximum r efficiency.Designed for easy -----I------- ------ -- -- �---- ----�-- ------ installation - I i I on Al 0-20 slide rail. 0 0 ■Mechanical Seals: SILICON 0 20 40 60 80 100 120 140 160 180 U.S.GPM CARBIDE VS.SILICON CARBIDE o 10 20 30- 40 m3/h sealing faces for superior abrasive FLOW RATE Goulds Pumps ©2003 Goulds Pumps Effective July,2003 www.goulds.com ITT Industries 638876E <& 1 [q GOULDS PUMPS Submersible COMPONENTS Sewage Pump Item No. Description 7MODEL 8 8;B; "- 1 Impeller 2 Casing 5 0 3 Mechanical Sea[ Series 4 Motor Shaft BF 5 4 Motor WS 6 1 Ball Bearings g 3 7 Power Cable 8 Casing 0-Ring 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 Fines. Also can be used for septic tank applications I 12Y2" where wastewater must be pumped away ROTATION 61/4, from tank for treatment or disposal. T9" i Discharge Flange 81/41' — Duplex Ejector Systems: offer the T necessary safety required by institutions 6%' which cannot afford an interruption in KICK-BACK � their sewage disposal systems. Discharge Flange: OO OO TO 2"N'PT standard O 3"NPT optional(order an Al-3) MODELS PERFORMANCE RATINGS (gallons per minute) Flanged Discharge Sewage Pumps,2"Solids Order N0. WS03BF 9S05BF WS07BF WS10­BF Order No. HP PH Volts Max.Amps. RPM Wt.(lbs.) HP► '/3 '/2 '/a 1 WS031IBF 115 10.7 RPM► 1750 1750 1750 1750 WS0318BF 'A 1 200 6.8 63 10► 80 122 145 — W50312BF 330 4.9 15 36 90 116 152 � m WS0511 BF 115 14.5 i R: 20 — 50 86 123 WS0518BF 1 200 8.0 25 — — 48 95 WS05126F 230 7.3 30 — — — 58 WS0538BF '/2 200 3.8 65 35 — — — 20 WS0532BF 3 230 3.3 WS0534BF 460 1.7 W50537BF 575 1.4 WS0718BF 1 200 11.0 1750 WS0712BF 230 9.4 WS0738BF 200 4.1 WS0732BF 3 230 3.6 W50734BF 460 1.8 WS0737BF 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 W51037BF 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 FEATURES: ; • Flashing Red Alarm Light • Amber Run Light : � 9 • High Decibel Audible (optional) • NEMA 4X Fiberglass Enclosure {� Y • 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 Approx Location Full Load Encl Encl Power Control Alarm Audible Ship 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 S230'B Outdoor 12 NEMA 4X Fiber 230-1 3 Amp 3 Amp Bell 13 Ibs r 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 • Fax 419-289-2535 SOW AF @1998 CSI www.chandlersystemsinc.com csi@bright.net PS39809 Typical S230 NEMA 4X Simplex Controls 23OV-10-60 Hertz-3 Wire Service L3 L2 N NOTE: OVERLOADS MUST BE IN PUMP MOTOR tC11 M i� TI /PUP�12PAX ATINGS `MTR- 112.0 F.LA, CB 2 ill a:l FUSE (3amp) W HLU A H BnisMI HAND T --THIGH LEVEL ALARM SW RN U a o- a 1 RED OFF MI -iPUMP ON SW, a AUTO 1 23 4 PUMP OFF SW, LS 1 LS 2 nsTw- (OFF) (ON) PUMP MOTOR FUSE (3arip) W W CONNECT GREEN WIRES TO GROUND 0 o- zX 5 6 —O ON naG FLSR, T D OFF RED O (HIGH LEVEL) W"T/BLU TEST ,_1$JLENCE SR vm SR AUDIBLE ALARM SR WHT/V1D � ■ = Alfbte Options P = Plezo B - Bell H = Horn —e• � o m (D r y o 8 E) Im 12-3/4• •••• 5 m 5 �1M11i11��a 4 y •••• 2 of Q 0® O y � mom 46mPk/ udib0® PIEZO THE ENCLOSURE. BELL OR HORN AUDIBLE WILL BEMOUNTED BE MOUNTED ON THE THR13UGH THE DOOR OF THE ENCLOSURE. CSI Controls, Inc.,220 Ohio Street,Ashland,Ohio 44805 • Phone 419-281-5767 • Fax 419-289-2535 VV� @1998 CSI www.chandlersystemsinc.com csi@bright.net PS39809 TURNKEY PUMP SYSTEM ( ,;SIMPLEX DUPLEX ( EFFLUENT ( GRINDER ( SOLIDS i " FIBERGLASS SOLID COVER WATER/GAS TIGHT GRADE 3CSS z �A. GUIDE RAILS STAir4 o,s� NEMA 4 JCT BOX tolel.ECTWI CAL V ALV%- ig— TO MEET AREA FROST GRADE * SS PULL CHAIN OR DEEPER FLOAT SWITCHES PVC BALL VALVE SCHBO PVC PIPE 4" UNISEAL INLET GASKET BALL CHECK FIELD DRILLED PYG er-!Rol COMPACT PVC BALL VALVE CLds PUMP SCOURING & BALANCING pZR' �L\�S I`�15NDi,liv6 h�,,,,p its P• 13o WL'�' S`+�,�LE pNNl�sst� ANTIFLOTATION FLANGE AUTO COUPLING MOUNTED ON BASE 13ERS°�E'O 300 OR LARGER 1y ?$9��M �AS�'��t�1� SASE ��® � ��®; ����il�RG�: � 25'.,9�PT Fi�ilWGE, 3 t 4el e5 Seel Purelp Adapt r Flange seed Lover Gued�Plate Sfaetdard elated f®r�Otl l�®i�reals Its d 7a 9 dlO"�u�de 13efls Pevud 4 BERS-0125 CV BERS-0125 EX INTEGRATED BALL,CHECK VALVE NON-SPARKING BRONZE GUIDE PLATE n NON-SPARKING BRONZE FULL-OUT FLANGE_ Stainless Steel Pump Adapter Flange and Lower Guide Plate Standard Rated for 200 Pounds.Fits 0.7'Y & 1.00"Guide Rails.Powder Coated, P j ° ISO CV BERS-01 50 EXG o INTEGRATED BALL CHECK VALVE NON-SPARKING BRONZE GUIDE PLAT PION-SPARIfiN6 BRONZE PULL-OUT FLANGE - s 2.00" DUCTILE CAST WON MASE � t��Y—W 2.0011 M`c1"f1jux`,m'a 2.00 f4 PT FLANGE Stainless Steel Pump Adaptor Flange and Lowil a Guide Plate Stareeiard.Rated for 2llal Pounds.fits I�.IS®,& 1>�1G°°Guide Balls.Pa�r�aler Coated. P5 BERS-0200 CV BERS-0200 EX � . I�dmGRAY'ED BALL CFIf;Cff N SP.�VRiS I �f�l�121ULL lJur ELF4taCi� 10/24/2005 12:14 FAX 419 281 0366 CONERY MFG INC IN01/001 Wla .Lno .un z4-d Z/« - ON Q 1Q'(N b iFg 1'T--x/x 8 �b'NOIJ.OVy3 � b1bCl IbNOISN3NIQ :Noilea� i���s ��'�a31YA oLo-� - xx. Q 0/50/€0 Nol3�aQlw •..133'NS N01lb3lJ103dS sidwiO3 3 Lb'Q A8 NMb l(3 S3OWN3101 I S3f)NVHO 'ONI *0JVY A�13NOa 0:1 Adbl3lNdoNd ONV 'IVI1N301-AN00 SI ONIMVW SIH1 NI c73NIV.LN00 NOUVIN OM I-IV ,,,O��aMw Nf�� M0813 3SV8 "M Fa 1 7.�, CT T USUV43V dwnd 1+dN.Z 3—MV1d lno-jil'I 1dN.0 I �L .3�adBB 3arna a3Mol --�— � �z S10IS 3NOl.T xNo �1 Sql Oaf-30NVM0MV 1HJ13M wnwlXVw .t v-9"-nzlS 11Va 318VSn 1SS Salim vft 3ev stab 14I1P1i►si`nV 39dd M nor: tMOVUS Sams vgM01 NOVI Inuono ISVO.30NVII.I:nO'un NON';n110nG IM MOrM 3SV8 OOZ SH313 _ .LB VW;M3lydVi3V dWnd; °NownHISNOO do s-IVIM31Vw 'UH3NI N13+ Y SNOISN31NIa 11V:31oN e All • " I -1 111 01/01/2000 (A)Size: Type: Top To CL: 4 (B)Size: Type: Top To CL: (C)Size: Type: Top To CL: (D)Size: Type: Top To CL: (E)Size: Type: Top To CL: I (F)Size: Type: Top To CL: _ Locations for other adders Size: Type: Top To CL: ( )Size: Type: Top To CL• x ( )Size: Type: Top To M rE-)- Size: Type: Top To M t Size: Type: Top To CL: ( )Size: Type: Top To M Size: Type: Top To CL: J ( )Size: Type: Top To CL: 1L<MN5toa-) 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 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 glass reinforcement material resin. The FRP laminate wall thickness shall very with the wet well hglghtto provide the aggregate strength necessary to meet the tensile and flexural physiacal 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 lbs.per sq.ft.;a saturated soil weight of 120 lbs.per cu.ft.; a soil modus of 700 lbs per sq.ft.;and,the pipe stiffness values /r .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 9004 of the resin manufacturer's specified hardness for the fully cured resin. The Barcoi 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 diameter300 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 • 1 r prevent stripping or spinning out when removing and reinserting ry cover fasteners. 'rope ]Cndustr�es, J :XX P.O. Box 420 - Rochester, IN 46975 (800) 354-4534 Fax (219) 223-6106 www.toppindustries.com All Prices P.O.B 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:(219)223.6106/Web-Site:www.toppindustries.com/E-mail:toppindustries®toppindustries.com FIBERGLASS BASIN 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. 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 4nsist 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. F 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 roiled. 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 30'included angle) or by using a non-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.toppindustries.com-EMAIL toppindustries@toppindustries.com FIBERGLASS BASIN INSTALLATION REFERENCE GUIDE,continued MATERIAL HANDLING, continued STORAGE. Basins should be stored W 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 shou'fd 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 separqte 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 46975•TOLL FREE BOD-354.4534•FAX 219-223.6106-WEB SITE www.toppindustries.com•EMAIL toppindustries@toppindustries.com FIBERGLASS BASIN INSTALLATION REFERENCE GUIDE,continued BACKFILLING, continued BACKFILL MATERIAL. Backfill material should be clean, well-granulated, free-flowing, noncorrosive, and inert. It should be free of ice, snow, debris, rook, 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 #8 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 BACKFILI_. 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. Support 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). t 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 800354.4534-FAX 219-223.6106•WEB SITE www.toppfndustries.com•EMAIL toppindustries@toppindustries.com • ,. FIBERGLASS BASIN INST,4LLATION REFERENCE GUUIDE 30' MAXIMU LIFTING CABLE OR CHAIN SPREADER BAR FINISH 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 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 THE BOTTOM OF THE ADJACENT STRUCTURE'S '' ' 'I CONCRETE GROUT AS FOUNDATION, FOOTING OR PROPERTY LINE. REQUIRED PER ENGINEER'S SPECIFICATION 1" NOTE: 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 toppindustries6toppindustries.com SJE &MPA4ASTERO pump switch Mechanically-activated, wide-angle, 20 amp rated switch designed to xontrol pumps up to 1 1/2 HP at 125 VAC and 3 HP at 250 VAC. i° 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. The SJE AmpMaster®pump switch is not sensitive to rotation or turbulence allowing it to be used in both calm and turbulent applications. It is available for pump down applications only. O ' U.S.Patent Nos.5,087,801&5,142,108 SPECIFICATIONSFEATURES ■ Maximum pump running current of 20 amps. GAS 4 alNe 1�2rg uga,>2 ooricluc#or f St28IN,wtr resistant Heavy-duty contacts mounted on high-conductivity copper a x ) substrates. Controls pumps up to 1 1/2 HP at 125 VAC and 3 HP at 250 VAC. �I- 3 t rttch dlametr x 3.56 inch =fong 7.751 9•(}4 cm)hi1h impact, ■ Second set of non-conductive contacts enhance switch activation. ''corre, ion re` psi"' PVC housing for use Irl sewa�" -And lion potable For direct wiring in 125 VAC or 250 VAC applications (piggy-back water up to 16•F(50°C) plug model not available). Ef p-q-,- Fi CAt_ ■ Adjustable pumping range of 9 to 24 inches (23 to 61 cm). 1251f11C 5l?'014 Stngie Phase: Includes standard mounting clamp and boxed packaging. Mfiattrirtt Puimi Rtttning Current: 0-,a s t ■ UL Listed for use in non-potable water and sewage. -fill ximu n Rwx►t Starting Current: 12© CSA Certified. ampseCo etxded gmp,-HP*.- ■ Three-year limited warranty. u dY ZZC SAS V� 1 1I2> P of less LR64245 LISTED ' - '- 83N2 2&0 UACAl801�z Strtgle Phase: Maxrrtiun Pr�rttp Running Current: Pump Down/ON position Pump Down/OFF position 20 yarrtps IYltaxtmutn Ptanp&taming Current: active contacts 12Q amps non-conductive R�COt)�#lCtldedf#1(�{ .. CLOSED non-conductive active contacts contacts 19440r. contacts OPEN FfP Or leis Note This ganrrtch trust be used with pumps-fhat provide IritegrsI thermal overload proteefion. CUitaUT pump appiicatons miry require the use of en exterfis!oapacitor.start kit. This switch is available: -SV9Tams, NC. in sta ndard cable lengths of 10, 15,20, or 30 feet and 3, 5, 6, or 10 7PbHox 1708, Detroit Lakes;MN 58502 meters (longer lengths available). 1' 88 Dlt�SdE • 1 218-847-1317 1 2i18 847 4617_Fax etrrarl `si h }erhombus.com: •�IV�i1#1�11s, �'�;t�ll�.11s"..�OIII j Ball Check Valve Installation Instructions t Models 508/50, 208, 20813, 208T, 208S & 408 Danfoss Flomatic NOTE: PLASTIC VALVE6 SHOULD NOT. BE BURIED mERGROUND Flomatic ball check valves, Model 508/50, 208,208B, 208T, 208S and 408 am designed especially for use with sewage pumps and applications involving viscous liq 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. Flomilc ball check valves can be installed horizontally or vertically provided that they are installed as tle illustration shows. The preferred installation of a ball check valve is in a vertical position. This fill insure that gravity will seat the bail properly each time. However, if the ball check valve is to bo used in a horizontal installation, it is important that the static head is at least 20 feet of water(ne pounds per square inch). Recommended flow velocity range is 3-5 feettsec. Ball check valvestvith a floating ball should be installed in a vertical orientation only and 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 180°F. For any installation which:requires higher temperatures, please consult factory. WaterHammer-It is important when designing a submersible.wastewater system that the submersible pump and the pumping system is protected from wafer hammer. 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 install 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 Hydraulic Control Efficiencies". Danfoss Flom*can accept no responsibility for possible errors In catalogues,brochures and other printed materiel. Danfoss Flomatic reserves the right to alter Ra products witlwut notloes.This also applies to product already agreed. All trademarks in this material are properly of the respernive companies. Danfoss and the logotype are tredemariosof Danfoss AIS. All right reserved. DANFOS((S FgLOMATIC CORP.GLENS FALLS, FAX(518 76"798 yam, July DwgNo:YSPEC55Rev:A FLEMATIC ®