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1990-248 (r+-r',. 1. ,r•.yts } r; �1'`% ,r..- .-• ;!'•' s — ,i.r.v..: r.. t` .-.:y;,� .'r• .`r •. 'ir�.r..c', s. 'y'" ' CERTIFICATE : OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date November 26 19 90 • � �0�24� t certi tha wor1,c) — (q, re uested to be done as shown by Permit No.Thin is o fyq • has been completed. • This "structure may be occupied as a A)x,QrRtinwr to system. ( -hfirK-eA Location l Paul Kasselman Owner BY,Order Town Board TOWN OF QUEENSBURY Director of Bldg. & Code Enforcement • • :r, BUILDING PERMIT TOWN OF QUEENSBURY No. 90-248 WARREN COUNTY, NEW YORK ' z 0 PERMISSION is hereby granted to PAUL KASSELMAN OWNER of property located at Route 9 L Street, Road or Ave. in the Town of Queensbury,To Construct or place a Sewage alteration at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 29 Broad Street, PO Box 984 - • C/3 Albany NY 12201 ti 2. CONTRACTOR or BUILDER'S NamePo 3. CONTRACTOR or BUILDER'S Address 0 4. ARCHITECT'S Name 0 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) ( ) Wood Frame ( ) Masonry ( ) Steel ( ) 0) 7. PLANS and Specifications No. Sewage alteration- includes adding one -4000 gal. holding tank per aq plot plans, specifications and application.; 8. Proposed Use Po Sewage alteration o 25.00 PERMIT FEE PAID —THIS PERMIT EXPIRES May R 19 99 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this Day of May: 199n •j SIGNED BY for the Town of Queensbury Building and ning Inspector TOWN OF QUEENSEURY lur APPLICATION FORop : SEPTIC DISPOSAL PERMIT MAY 0 21990 DATE Apr( ( 2.6 L`iciO N VS '9ou,'{e 9 �.... BLDG. & CODE DEPT, LOCATION OF PROPERTY FOR INSTALLATION TCx ik4Cep G . 3 V9 Owner's Name: ¶CLLL I kQ Sd I mcin Telephone: 5(8— 4c5— 4-7ce5 Address: 2._q Br-cad 5freef P.O. tu4 Al icreny �. i a20( Lin kin o J) 0--l- +{- 5 Installer's Name: -� r r .. _ Telephone: Number of bedrooms (residential only) 4 Total daily flow (compute C. 150 gal per bedroom) C GO Topography: Circle one: lat Rolling teep Slop % of Slope 2-0 o Soil Nature: Circle one: Sand . Loam)Clay Other /Depth_0— 4 Feet varies QcroSS Ground Water: At what depth? i- Feet Rcx,og v -t0 4j 0r( Bedrock or Impervious Material: At what depth? Feet _ AN Percolation test: Circle one: t require required rate. min. inch. one �m�1I no Domestic water supply: circle one: Municipal-Other Ctf-eQ If domestic water supply is a well: A P��ca (e, Separation: Water supply from septic absorption Not P feet _ PROPOSED SYSTEM: Septic Tank gal. (minimum size: L * Hcld i IQ() gal.) -{- TILE FIELD: Each Trench--feet/Total system length - v feet CapaCt`y —Z JC..) SEEPAGE PIT(S): Number or"— each—fret-by / Size each e Icy feet- 3 Size of stone to be used #- ness feet ************************* I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queen ury San'tary ew , e Disp al Ordinance. SIGNATURE OF RES ONSIBLE PERSON: DATE: 12b 90 OVER Septic System Inspections: A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted co the Building Department at least 24 hours before start of construction and shall include a plot plan showing: 1.) the proposed location of the system 2.) location and distance to lot lines 3.) location and distance to structures 4.) location and distance to any water supply . 5.) size and dimensions of all tanks, distribution boxes, • tile fields and/or drywells B. No system shall be covered before inspection and approval by the Building Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $250.00. C. An approved copy of the plot plan shall be available on the construction site. Failure to produce said plot plan at time of inspection may . result in an immediate work stoppage. D. Should unforeseen problems during construction prevent proper installa— tion, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department before further construction. Town of Queensbury BUILDING and CODES DEPARTMENT Bay and Haviland Roads Queensbury, New York 12804 • Remarks . : Jotun oi Queenibury • BUILDING and ZONING DEPARTMENT • Bay and Haviland Road, R.D. 1 Box 98 ' Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME Aza\,P ?(-�,d,d- .- �C hCY LOCATION O e,GIi A-(.,4(..1 - DATE //// Cf/9b PERMIT NO., �D` i SOIL TYPE - Sand t Loam - !Clay/ - . Percolation Test Required? YES - NO Percolation rate Min/Inch )7 TYPE of SYSTEM: /; Absorption field, total length Length of each trench' J Depth of trenches 4 Size of gravel t // SEEPAGE PITS4Nuinber?of) _ Size- ft. X t ,, • Gravel size ` PIPING: ‘ size Type Bldg. to tank V Tank to dist. box J Dist. box to field/p t% Openings sealed? YS ' NO Partial LOCATION/SEPARATION: Foundation to tank ft. Foundation to abso ptior ft. Absorption to lot Line ft. Separation of pit ft. LOCATION OF SYSTEM ON• PR PERTY(circle one) Front - Rear - Left 'side l- Right side - COMMENTS: - al�v GC�i� =ems ____72,_e_d_o. , u�« , A if9-t- '..) ___-j----------- ---tr---)azz::Ei-z<_, ) t//_/ :6e SYSTEM USE APPROVED YES NO Bui.-81e4 In6pector 01/86 and vl - _/own of Queeni‘ury BUILDING and ZONING DEPARTMENT' Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 • SEPTIC DISPOSAL SYSTEM INSPECTION NAME P ata te_4, /47),t 4,,, LOCATION ( it ` // / E DATE /4// / 90 PERMIT ,1NO. cb ' ," SOIL TYPE _ Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch - TYPE of SYSTEM: Absorption field, total'Ilength ' Length of each trench Depth of trenches ,, • ., Size of gravel • , SEEPAGE PITS{Number of) ',' Size- __ft. X _ ft. Gravel size _ ,' PIPING: Size Type Bldg. to tank 6 Tank to (list. box J" Dist. boa: to field/pit . / Openings sealed? YES NO:1 Partial LOCATION/SEPARATIONS: ! Foundation to tank / ft. Foundation to abscrption/ ft. Absorption to lot line i ft. Separation of pits ft. LOCATION OF SYSTEM ON ROPERTY(circle one) Front - Rear - Ift side,- Right side - COMMENTS: 4,Q„ ( a - a �,� Sad %1s i / `2 5 s 02, /(iaw 7/4.o flop z?4,,,, .4, 7,z,. d770 Cirtl-01 fr A 5 SYSTEM USE APPROVED YES 1 • ; Al ;i. Bui1.rni4insprctor 01/86 and vl STONE SCHOOLHOUSE LANE IC][�Il��� LAKE GEORGE (518)668-4676 • POST OFFICE BOX 388C LAKE GEORGE, NY 12845.0388 J . NCTICONDER GA (518)585-9865 ( I IES DENNIS L. DICKINSON, P.E./L.S. TELEFAX (518)668 4676 • SURVEYORS • ENGINEERS • LAND CONSULTANTS 004'November 19, 1990 • • Mr . David Hatin ��� • Building Inspector ‹,:\ Queensbury Town Building , \`� � Bay and Haviland Roads OW OF (�IJEENSEl1FdY Queensbury, N.Y. 12804 T1`? 3"� !t9(J �Ec�ivED E;. 1990 -.., NOV 21 = u_.�. ..'L, ::.:.._. r. Res Paul Kasselman � :- Holding Tank System BLDG. & CODE DEPT. ""t (1 — ,C ( Tax Map # 3-1-9 • Dear Dave: Mr . Kasselman asked me to provide you with a print showing the as built location of the holding tanks. • If you should need anything additionally please do not hesitate to contact ' our office. Sincerely, g.f__ David Gasper da/DG -1 e cc NOV Paul Kasselman u1 1990 TA M Receixtg hs01 • o /S5' • n o fc 5i I f Pc ncc s ho (( bc p (aced ,05 5hcvur), pr-for fv dcmoli-fion oPcvrfin( houses one( 5haI be Iel�f in p(occ u4i'l c/ 1 con5frucF on fs complc fe and o l ( d rsfurbcd areas hove bccn seeded and mu(ched• [L 14A 0-� U, PJccior unif for ba+.h oom iT1 bust rncn tt Ic vc l onky . Adjoiner '\ Lands now or forn-)crl aP Conrad T. cand tau+h V. 8rrcKmQn i 45 Upper- L-cu don Rood Loudo fwi l(c, n. \( i22 I ( Goc)d i f (on 5 cr Apprava (- L aKc CCcoc c Paf K COmmiS,5ion l , A—c pa r-al ron ar�d i mq I e men fc f io n o a croston confr-o( p(on P r- fhc properfy dur (n3 cons} ruc f ion . 2.. 5form uva knr con f m( p(Czn shd ( be appmved by �-aKe George R6rK commission prior -fo consfr-Qcic-on. �. 5iormwafer conf rol mcQ64-ire5 . sho l I be i n sfa llcd in accordance wi -I-h 4 he czppr-ovcd plans. CJfili i f 'AGO gcijornc+- �-cnds now or Grmcrti'y or Ed'wrn U. Krn 8runs�uicK H� fl� Tr-i�x� n-y. (2180 A& -mbk{ Rant LaKc 6co� 1 Dun hom'z3 6 v r4$ d Lc=4 ion Map- Scale I = i mi Ic Toy, Map Rc Fe r-c nee Town oC Gucc n 5bc..,(rc f Gc c f (on 3 Bloc!-� 1:10rce I nofc ' A l ( Wa fc r ccr- f (cccd wofc r eov (n3 P(yfQrjn-,S. 1, aKc Gco R-zr f< Cc)mm i sstor) shall be, o�t�'i'ed when msfal(ais o (4 ho(di ng fQn I< (5 complcfr- -co `4f cc( can inspecf fhc instQi(of ion_ + L a oC a proposed holding fanK loqcx.cf fc-q- ,/Pcj I Ka sse1 m4 I n � Srfufc �n Town 6' Qc..ceensbury Counfc..{ of Lllctc-rc-n State off' Flew Yorf� SCaI�'. I�'=2D�c�f DGiC cc mQppir�q: 2z Apri ( le �- a9d t?evisions: Pr7--p(ar�d bc.� —■ 41., . V!7-A560gATE-A -=T7- n©er5 L�IKE GEwYoRK 00 aw Jcnc 2 , 19E0 i nc rccr 5cd 5 i ze 01 5c- e oond i f i cn 5 of ' Q o Vc2(.( i_G PC novcmbcr G, IDDO fo show locof (o o 4 holct►2fQnK s-pf rc PQ n W and vl(( cis %c..ci N . DATE OF PRINTING 19 NOV 1990 CDu'. 3- I -J • •, •;.•,,:,,i',I..: '- .. . . • . :SECTION 5200 . . :',1131;,,,IPLIjOilitl if• . 89, PAGE. 1 . _ . , 1, • :- ' 1 - • -- ''''• iii, , ..1 — ; l.ii,'.. ,`-fi 11.-ki'''. ' I —- ;• I NSTA LLikTI 0 N-' Npo .-,,„;! •;.,-,-,, N,F.•:::,•,1...„, 1, :f.:,•'-'''..c'',..;..i • im ex . ,......„ SERVICING INSTRUCTIONS,;.i.Vi•j: . .. . ,. SIMPLEX.GRINDEBRUIVIP,, iy; v.-a ii—....ij..,i.k_.:-..•i.i:!:,:i!..!L!. ..1i.,.i;, -.il • ri...:1...1 ;1. - rin i 'lli' r ,, , .,. . . , . 1 1 - ), . ,:lit -it- _. '1%,43''t '' '' '11.1 PACKAG ED,;SYSTclirk.,!,,,,,,. •,..,,,,..,; ...., . . • • . ... 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'-'1.:'1!,!.W.'. . :i-,-...,,...:1'4.-.1,:.".•,t-..'• - ,-,-;'''-.i:r'.,!',', . : • .,-:, ,.... liiir4,;-'1,i--i- :.I:-,'''V' ' '' -;::1.--.1i,[- :'/•'-,;;;,..-. p,.:,V!•1!:j.H..C. r: ,•:':1-11.,',!;1:,,:l'' r j,,• ,: • ',,---i;•-ir.1',': .:::14-',1;,-ii:•:: i ',:"...'::.:::;,‘•: 7 •'•„'..-,rt;i'.'-`,;!:,'.,i „4 . ... .1 .. . . . ..... .,. . ••'-'..''r::7 :.;!,,5; -- , '•"':!';'1 )!;V:s:1110:1!,':!;.,).4q;:''-••••' '' ;4'1:1;;',..1,-..1:',.' . l .l .• i :l 4f1;i ! tl t: ,i- ::, i 200 9.2 ,4::r:t.a:..l..;,-�•, , ;;.1I:.;' a 11 I ' t- IS- .,-;.:?'‘,.'....- :t r' • 'i 9.Place gasket on steel basin cover. Use AWAY FROM GRINDER IMPELLERIN ' `" ' . ; permatex on bottom side only to hold MAKING THIS TEST. 1 i j ' • - , in place. • . 10.Lift pump and cover and lower into basin. STARTING PUMP ! '- t 'i:; .' •i Secure with bolts. • I. With circuit breaker at control box 'in; ' • " 1. Power cords are taken to control box for OFF" position, turn hand off-auto'switch. to "AUTO" position. I aai' connecting. Standard cord length for 1:" i!!!.:: i. • • pump and controls are 15 feet long. 2. -lurn circuit breaker to "ON" and,:runl'water ' " into I.)asin. 'The blank cover can'.be:.taken If longer lengths are required, pumps and i off for this test so switch o ertitIC$t'.''Can;.;; ,. controls must be ordered special with p .., i I ' longer cords. Extra cord is furnished only lie observed. f;,; • in increments of 10 feet over the standard 3. When level reaches about 1/2 of:upper I 15 foot length. MAXIMUM LENGTH 45 weight, •pump should start and should run- �'�.. FEET. , '` ;, until about /z of lower weight is oui of: water, causing pump to stop.. ! #t'a7e.it • 12.The motor cords can be installed in ,y . , I!, flexible conduit if desired, as shown on 1. Repeat cycle several times. Yellowl;run,light should come on each time um r. . ,1, : . •.`!'` drawing Figure 2, or can be left open and p p luns , � � •, taped together. 5. lurn hand-cuff-auto switch to "OFFI ' and 13. If pump is 3 phase, rotation should be run water into basin until alarm' switch ' . • • ! checked before pump is installed in basin.. activates. Alarm will continue toy"operate • Lay pump on side and connect to control ri ' long as the float control is in;the°up?: box. IIOsiliorl, 4 -;il3`. ;i' 1 , • Turn hand-off-auto switch to "OFF" ALWAYS -I t_111N THE ALARM SWIT�CHi1TO ; position, •then turn on circuit breaker. "ON" POSITION AFTER TESTING.I' l,lI .EI• -.k ,l, • 1- Quickly turn switch to "HAND" then G. -furl] hand-off-auto switch to ."AU�O.'`E;' . ( ' . "OFF". Note rotation of grinder impeller position and pump is ready for•lautomatic.: " ' ',1 ' 1. Impeller must rotate counter-clockwise. operation. �1�'t ;, '},' `;_: I' r II = + 1 . If rotation is wrong, interchange any two 7. Replace blank sump cover and4belsur191 li r °c'.,, motor leads'at control box and re-check. valve is wide o en ,;'isstt'14 ;' !1 a _ i' dischargep t1 xfl ,,,, ;I , , Anytime a new pump is installed, rotation Instructions for locating troublie:are'' ! . � , "' should be re-checked. given with the pump and control box I CAUTION—KEEP HANDS COMPLETELY instructions. 11 ;ti�h i' „ Idil,,t '{ R i ,i tl i,, , 1 ; ,il rd I (+ 1 ;I li� ,Fih�; ; �1 it „ b �1 I t iyl( 11 I. ;'. �, I I_..I• li .1;t! • C t ii , icl,t,,, I4 I `' I t r7,11. d.11 'rl• .( 7t t ,'il4 - Ilt,',I! 11 o i. 1' If it I `• , 1 1 II,f ^11, I t 'I .'(71' lil i ' ,- rre• ;ir L' ei;';'f;.�,Ls i, �1 Ali, '1 tf 11i �' ' I(, t'rlti ,. r lJ f •s.,� Irk I, ' t F l i tii;s `, I t 1,• t. "•I'l '•' b t1ttt (Au:I�,I I�I' ' ;l. i� i�,1. l:),. I I F, I• i , t P ` 1;1 t . 1 f t t . . .: . .•::: • jt w W4 At 9 ]�13 200 X !4 iv: V PIPING ASSEMBLY FOR SIMPLEX c3ys,rEM 30" x 36" BASINI'� 2�i I'li 1.1/2 SUPPORT PIPE F LANGE 11/4 DISCHARGE FLAN GAST IRON PUMP COVE H :J1 Myt s 25 ANG E� K V LVE"�: LIFTING EYE F.. j K I v MOTOR PO*tR CORD 14-4 CONDUCTOR F! -4CONDUCTOR MOTOR CONTROL CORD 16 "�A MPIRTFRI—Inill WIT T-Irl�F-11 "'­67 Tq to 0; LEVEL CONTROL CORD 16-3CONDUCTqR it. -2 CONDUCTOR ALARM CONTROL CORD 16 ;J� ALLOW SUFFICIENT COIIO qj TO RE ACH CONT ROL 0 0 X. STANDARD LENGTH FOR PUMP It 5 CONTROLS IS 15FEET ;Jij fl� 1;:i s CO3NTR0IL.:'li!'­ �Ji ALC�15 LV& ;'�,,�- 11/2 CONDUIT BUSHING, g�, ji; SUPPORT COLLAR BE Dg, Sy I FLAW Nit, UNT USE GASKETbETWEEW1 PUMP COVER4 SAS a: IJ to 0 I w T pl. BOTTOM OF INLET PIPE R �4: U P P E ALC-15 lit, FLGL15 ALARM G NTR L., 1 1/2 SUPPORT PIPE B CONDUIT 11/4 SLI0:cOU"Ll 1; FOR MOTOR CORDS 11/4 D.ISCHAAdE ":42 n, 1 1/2 PIPE COUPLIN p. R(3.1 0 G R I N D E R PUMP L 0 IN E R W E I G ALG-15 COIJTRI l't _j q; lit % 1E 4 On ni, FIG. 3 ."1,: .0 'o" ,: 1A. it tIf I j it, i7 W; Yp, it t�, Nil 71 If,7"'. i I � 518/1 1 1 RG- 1O ' :,.._ 1 HP Grinder Pump ° i . � For Residential:-And Pressure Sewer Applications. ' ,, i ei. .1 j' I i 1, , - he F.E.Myers RG-10 is a 1 horsepower F. Pori : \' 4'tefilln J.submersible centrifugal wastewater grinder pump designed specifically for individual' • »... residential and pressure sewer applications. ¢ + , . -+''" The RG-10 presents an innovative grinder pump c design that combines high head/low flow, r .a- performance with smaller size and power to ' ~si i�" create a desirable alternative to standard 2 • N. t '< horsepower units. And it offers the simplicity of • design, cost-effectiveness, and ease of I 1 f+ maintenance that consulting engineers seek for 't` pressure sewers. , °{ l': The Myers RG-10 offers high head/low flow '� ' - Y; performance characteristics.The shutoff head is ..... 110 feet. Its maximum flow is 18,gallons per minute. . For grinding solids, the Myers RG110 features a �'• tl unique cutter mechanism design which equals . I ii�' or exceeds the performance of all 2,horsepower , , ' ,it:,, units. Because the RG-10 uses'a capacitor motor, n no control panel is required,simplifying the { 1 1 f.; package system.A heavy-duty,wide-angle `+..-� n float switch provides a pump;down of t ' / ' approximately 10 inches. Maximum pumped s }' ^; liquid temperature is 140°F.And the RG-10 is lightweight enough at 50 pounds to be handled • easily by a single maintenance serviceman. +t included with each unit is a conversion lot with ` ' r instructions for manual operation; :� .:,, : ,v•act,►, ; • -, P.E. Myers manufactures a compete line of •. ,'""" ,✓ k sump, sewage, effluent,grinder and non,clog r` 'r" • r ; i "'' submersible wastewater pumps:In:addition, 4:: .,, 4 . Myers offers a companion line,of control panels, .irk, controls, fiberglass basins, and other parts and , ' ve"• i ,, accessories. i For more information on the RG-lplgrsnder . i;, pump and its use, please contact our office in 1 , `r Ashland,Ohio. 'I ' Myers 4, I .1 ' 1 WHERE INNOVATION MEETS TRADITION.1, 4i ' '1 . 1 t' 1 ll, ,Myers r. , , ; I ' - .. r , �`N 771 , � ' •51812 I' 1'"' t II;. ;L;I ,; , l • 4 'ii dl ; . , RG- 1O : I } • ' ill'.1: • 1 HP Grinder;Pump:' !',I.'(' I_ 3 iFor Residential And Pressure O • Sewer Apph6dtions ! , ii I if ! . 11 r I�; a s � ..� 1 r i li I A III 1 1. HIGH SPEED MOTOR.Rated 1HP at 34501RPM't60I 230;I ; ! • i .„ ' i .., 4 Volt single phase.Bolted to seal plate for ecise of , ;it,. , ' __` I I �: replacement.Oil cooled and Iubrfcated:iCapacitor;typel• ' j �1 \ i/ + for high starting torque. ; 2 2. HEAT SENSOR.Protects motor from burnout d�e";to II ' ! / excessive heat from any overload condition i ,, ; �iat� Automatically resets when motor has cooled,)II, ; j ,- . ,; !., air EU -1 El 3. POWER&FLOAT CORDS.Positive sealing;qui k connect;' ::''•.,!,'i ). water light fittings.(Power and float cords are interchange ! ———_1.`'1_ Ka I able and replaceable without dismantling,thei iiiotor)'',:.t i t I '! bl,, ii„ —————L J� N. ! •1.BEARINGS.'l'wo ball bearings support the,rotorjand l 1'`.. !'• 9: !j!';; take radial and thrust loads. I. ,h .I I, .I: :' ''• t \ / 5. SHAFT SEAL.Single seal with carbon andlceramic face:'• ,.� II ' �/ F. G.IMPELLER.Partial emissions type.Thermoplastic with '' , I ii • stainless steel insert. ! I, i ;I I I ''.., •!!' • '1. GRINDER.Grinder impeller and shredder ring(440C'`' . ' . i ' I ,I Stainless Steel),mounted directly below volute{passage,` ;I I;c;i ;; ?`. • l Impeller threaded onto stainless shaft. I''.;1',?; ,1!'„ .•11 'i'`','. ' • 9 3.MERCURY FLOAT SWITCH.Float contains heavy duty • ; ; I\`� '� wide angle mercury switch. I I 1 ;f { r II ,4 ` "u 'ei \ 9.DISCHARGE ELBOW. 1"NPT l ` 1-, , TOTAL ' 1 '-_ % % 'ri P`� _k • r \ y; I L s ',. .:'', .,-,'61 li.ift.. .zia_ cilipiKi-Kilf-- —,l __, t . , I. In r 71/2" - - - .i ,k. • , .1 w Y m ! 16 --------- --- -- I. jjll ■!'iRl� . I • ��� 17" ]0 -- . ' 1 i. a y? 1„ 6 20 �I' �'i 1NPT r i' iWZIPs.J • — ' — j 0 1 5 1 10 I 15j1 ,11., 40 a - 1 I_ IS 30 15 ,i I:60 ,t!'r I,75 .i , I • —' 5"_-.. CAPACITY GALLONS PER MINUTE(LITERS).It. ' 1'; i 6�� '�;�, PERFORMANCE CURVE �'!:Ir' 1 it 1i ;; . 1 1 Myers RG-10 1-HP Grinder Pump, v. ' C ! tl .. Pt3r 1 �� I t' I ,, t ,; ,. • I I ' I ;, 1 i• ,! ® F.E.Myers A aPentalrl Company 1101 iviyers Parkway I 1 l" Ashland Ohio 44805 1923 if ! i .:K 3139 8/88 419/289 1144,i I I 'Printed in U.S.A. FAX TLX:98 7443 ' ,I I ll ' . (,'( I. 'I: I I i� li' 1 • ti j ,' •I, I ':i 11 i I