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97-678 CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date November 13 19 97 97678 This is to certify that work requested to be done as shown by Permit No. has been completed. SEPTIC ALTERATION This structure may be used as a Location 685 BAY RD. Owner CHURCH OF THE KING By Order of Town Board TAX MAP NO. 60. -7-2 . 1 JOWN OF QUE B RY / Director of Building & Code Enforcement BUILDING PERMIT TOWN OF QUEENSBURY VALUE $ 0 No. 976.741 TAX MAP NO. 60.-7-2. 1 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to CHURCH OF THE KING OWNER of property located at 685 BAY RD_ Street. Road or Ave. in the Town of Oueensbury,To Construct or place a SEPTIC 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 685 BAY ROAD QUEENSBURY. NY 12804 2. CONTRACTOR or BUILDER'S Name SANITARY SEWER 3. CONTRACTOR or BUILDERS Address DAN DRELLOS PO BOX 224 GLEE FALLS NY 12801 4. ARCHITECT'S Name 5. ARCHITECTS Address 6. TYPE of Construction—(Please indicate by X) SEPTIC ( )Wood Frame ( )Masonry ( )Steel 1 1 7. PLANS and Specifications SEPTI ' ALTERATION AS PER PLOT PLAN-.B:PiCIXIOAT1O . == 8. Proposed Use SEPTIC ALTERATION. $ - rtiort"T"rEt-PAID`-1 WWSPERMIT EXPIRES Noveaber •13 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 Oueensbury before the expiration date.) ,_. . Noveaber- t 97 . Dated at the Town of Queensbury this fia ,. fa of SIGNED BY for the Town of Queensbury Building and Zoning Inspector Application for SEPTIC DISPOSAL PERMIT r Town of Queensbury # 1,, � —& [� Dept. of Community Development Permit NO. 4 eg(° Building &Codes Office NOV 12 1997 `' " -- 742 Bay Road Fee Paid $ 3 f Queensbury, NY 12804 ft Location of property &for installation: 5 Qoecel P Property Owner's Name: Co.Q.QinSb a rs( C'_h v r; cs. C `1 V ,nl Property Owner's Mailing Address: 190 6 0 A 14.( I 1 0 u .e_vcbo ei NI 12-.�t Li Installer's Name: S i.-s : TA y` _C e - ey r-c Phone # 9 7 3 — 1S 3 Number of bedrooms (if residential): ,fie e Cl es g.JTotal daily flow: S e e C.-0, .:a ee r- 4P s%x. (residential - compute @ 150 gal./bdrm.) Topography: '( flat, rolling, steep slope % of slope Soil Nature: sand, X loam, clay, other /depth: Ground water: at what depth? N1 0 feet I Bedrock or Impervious Material: at what depth?a oo feet j Percolation test: not required, required [rate I min. per inch ] Domestic water supply: X municipal, well, other If domestic water supply is a WELL, water supply from any septic absorption is Ai feet. PROPOSED SYSTEM Septic tank:Q66° gallon (minimum size: 1,000 gal.) Tile field: each trench l feet I Total system length: feet ‘-/ Seepage pit(s): number of / v- I size each: Air A ft. by A /1 ft. Size of stone to be used: # A f/ ', I depth or thickness — feet HOLDING TANK SYSTEM: (if required) Number of tanks: Al/A Size of each: W g gallons CA1a system and associated electrical work to be inspected by a certified agency. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this app and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinan Signature of responsible person: , Date: j f C�_7_ TOWN OF QUEENSBURY BUILDING b CODE ENFORCEMENT 742 Bay Road Queensbury NY I2804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name0Auf2C1-t c>P Location ( A-? (J Date 43 //of Permit # ' 1 SOIL TYPE: Sand-Loam-' a, Results of Percol ati •n Test (if applicable) Rate- inute Inch TYPE OF SYSTEM: / 7- >7 ABSORPTION FIELD: Tot.1 Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: .ize Type Bldg. to Tank (1, T Tank to Yi-st•: Box O f, Dist. Box to Field/P4 K vl Openings Sealed? No Partial LOCATION/SEPARATION . t� Foundation to Tank feet Foundation to Absorption /" feet Separation of Pits �feet i„ Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPS' 3-Dc"-/ (circle one) Front - Rear - Left Side - ight Sid Middle Front - Middle Rear COMMENTS: t ? j 1 r Nd 3 `r c 9 l.% Ac:-/►< lA) vut I ry >,2 Crzc-4SF= ?"RAN' I .— SYSTEM USE APPROVED: YES Arrived: Departed: Building Inspector \46- , A - . .,..; ..;_.... - - _ ., i, ... . . ., - ! o ,i/4 ___ 0 u 1 t_T .-e..,(3,Fic..._ .'4-- --(9 f 3 ci 8 ' D,-':• / `SE eN r -- r- , ile-,A. , • k.lt • • i4D Cam. C 'TRAP 'TAd IZ P rT ; /oar .Qr __. Gam . l • \ ,.„ ..., r- - -1 , • ( ( te(il-) rr7D o G/ i. • I . i'- .. --,---- 1 • • • 1 1 „.. ler • I . ; _.__.-_- w_ I ' : - i • - • I n-I - - lq: • 1 `V• } ( 9 • D J. m TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name C OS:a-CAA of TAAF v,‘ a-1 Location ,,J,f RbRD Date i l—o7--97 Permit # 011—k..Th SOIL TYPE: San - ay Results of Percolation Test (if applicable) Rate-Mi ut /Inch 66\t TYPE OF SYSTEM: s`-r.% h i y� c ABSORPTION FIELD: Total L ngth y Length of each trench Depth of trenches Size of stone SEEPAGE PITS: b.er- Size - _ ti, Stone s PIPING: Size Type Bldg. to Tank 4"ACM- Lum Tank to Dist. Box L.}" 6rA Liet Dist. Box to Field/Pit 41 Q\j(' -rQ t CV, Openings Sealed? Yes No Par ial LOCATION/SEPARATIONS: Foundation to Tank 1 Z_ feet Foundation to Absorption feet Separation of Pits — feet Conforms as per Plot Plan (n-10 LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS 'c—NW— . 6)6L-" SYSTEM USE APPROVED: YES "11.2 Arrived: r 'i ll ,-2_t) Depart,,' .. t 1: �.° /)7 wilding`' . • 0 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name ____C,N« 1-k Q F TVAE- 4;3 Location f4N\I9 Rnf ID Date 1 1--l ,-9-j Permit # —(618 (9 SOIL TYPE: San(iiiililAy-Agml.. Results of Percolation Test- (if applicable) Rate-Mu to/Inc TYPE OF SYSTEM: 1 ABSORPTION FIELD: Total Le • w 54 t0 Length of each trench ► Depth of trenches . 1 . _ , ; 22-3 Si Z - 3'-4i SEEPAGE PIS: Number •mtHeuta4,5► to Size - _* -tea ft. Stone s PIPING: Size Type Bldg. to Tank t-I" 4 40 Tank. to Dist. Box LIR+<<,c_ ap Dist. Box to Field/Pit - -It Openings Sealed? es No Partial LOCATION/SEPARATI . Foundation to Tank _� feet Foundation to Absorption feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) ---Qef Sider Right Side fiddle Front - Middle Rear COMMENTS: a P© ,E 0-. -1 e‘L� Mb Mt—,\E 1 b _u c�\FtCE rTh 0 FP rF- tJ'T k__A rc5 t' T L f V Ftx - Li IJE6 X) - t3i-- -NA- • c \cs t'A ED 2 Fi2t to zNn C t n . Tr> Pub 1ST Tom- Rcc5c-5 SYSTEM USE APPROVED: ".c!...:000.% Arrived:Aff 3 DepaAr,4 iluo Atiooe( ..._ r B sing n := f� " t— \1� TOWN OF QUEENSBURY ` BUILDING b CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name C-A-WP,CIA LN `TEE 1.11. Location _ 3 c cZTl c) Date \_ 4 1Permi t # —(1 SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minu - Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total il gtn Length of each tren i 0 Depth of trenches +b Size of stone SEEPAGE PITS: Number- Size - ft. x t. Stone size PIPING: Size Type i Bldg. to Tank 41ck �d c . Tank to Dist. Box L1%►b k �0 1 Dist. Box to Field/Pit Openings Sealed? Yes NoCTArtiaTaw LOCATION/SEPARATIONS: i Foundation to Tank feet Foundation to Absorption �"' feet Separation of Pits _ i feet Conforms as per Plot Plan 'Yes No ® 0 LOCATION OF SYSTEM ON PROPERTY: circle one) ear ide - Right Side Middle Front - Middle R'ear - COMMENTS: lZ ` ,CMG CiPsL K cF SYSTEM USE APPROVED: YESI , Arrived: 2 '- Depart / l B ilding Ins c or v The EqualizerTM 24 Chamber �_ __ for Septic Leachfields. IFILTRATOR ® j .� SYSTEMS INC ' , ,•�, - 6.. f r^• „ ` �• t „.,,,,is.' , . 'i"ik'.! 'v„• (' M tt ,3, -V• ;.. X.�.S, .+ F Si''Ji A y e. 4 '''.1 4+4 • , 7 ‘.. A itt: 1„ fir. ''''.?.. , t* . ., t., l' ,ja! t " \ $ c ' red'' � r v lL� „,.4 hY • fro -' ;,s' 'A'j,�i+.'tr ' , /cy ,d'l — '✓'. }§ >+- 4 •+ i fi y.�.�'!R'" "S? /yYy{� � ♦ J�' t 1.f % f••,- - -� vim - � _ ;' Y P / S f • ) Tom. f. ' t -Iiipli s9-' ,yam',,''' r *. 'j .2 '•�"lt� yr�'�ir .Bi � x •;.t I P �b�' - r-- FSI�'• •.�d► - ' .t P`f' 4• •� -',• `,^ ~ (• Y'�-.% -tea " - .'r n!.. Y c, ' ,„ ,,1 v . , /„4,087sict, fir *? =• "�;{ 1 t '' •.-,. ' r_ 'bra. _ • Z. .day°s4.s p} .. +t{`t { r t 7' ^�F `.acs�,,,�.+` fa 14 r t d J T7f•A.F i :2J rT / ' :::','11.: - - ---------' ,../•;\-7,'N".;, , ..,•"e --:.,:,.. ,,,-,,."4 , " " - ✓ - • ''•.^ , r it ...+rt ' i°'`a t•^y' '" s 0. { t k 4 • Equalizer 24 chambers are 43%/0 more effective than a same-length 24" stone and pipe system. The Equalizer 24 chamber is a direct replacement The chamber sides are "bent" like an accordion to for old-fashioned stone and pipe leachfields installed get the maximum infiltrative surface area possible. in two-foot wide trenches. You dig exactly the same The Equalizer 24 chamber also features a completely length of trench as usual, then install Equalizer 24 open chamber bottom which provides over twice chambers* in less than half the time of a laborious the effective downward infiltration of a conventional stone and pipe job. It's that simple. system, where stone restricts the movement of efflu- 43% more efficiency built into every ent into the soil. Leaching chambers are a tested Equalizer 24 system. and proven technology with over 300,000 systems When you install the patent-pending Equalizer 24 installed over the past 20 years. chambers, you actually get 43% more system in The SideWinder sidewall and the open-bottom the same space! That's because the Equalizer 24 chamber work together to provide a leaching chamber has 43% more infiltrative capacity built in system that is 43% more efficient than a two-foot foot-per-foot than a conventional leachfield of the conventional installation of the same length. same size. That means 43% more peace of mind for you, the homeowner and the environment. The System efficiency. secret is in the engineered chamber design. 2 Ft. Stone & Pipe Trench SideWinder`' sidewall. _.•- 1......0© Equalizer 24 Trench The Equalizer 24 chamber � i` q features the patent-pendings���� f 0 0.5 1.0 1.4 1.5 �"tt fi•I'-4 , The Equalizer 24 Chamber System is 43%more efficient SideWinder sidewall. This , 4 y unique design has over twice than asame-size stone and pipe system. the leaching sidewall area +�0 SO High-density polyethylene construction. below the invert than exists \` Equalizer 24 chambers are molded of high-density in a same-length stone and SideWinder PolyTuff- polyethylene. This proprietary blend, pipe system. sidewall including recycled resins, is formulated for high strength and chemical resistance. It's impervious Li, ,�, ° `. , -"'= : s '*` T> to wastewater constituents and is stabilized to ' yam-,_ � resist ultraviolet light. Infiltrator chambers are menu- _ �iiii )'` -: _ factured using an exclusive patented process to__ assure consistent high quality. � k AASHTO H-10 and H-20 load ratings. --._ , - LV 'e2 im i'_ ' 'v Equalizer 24 chambers have been structurally c r�! 1iiiwi ;, -,�, tested by a registered professional engineer. The `" -.. :, ,� ;_ -r, r ' ' N chambers are available with AASHTO ratings of �v42 i '' '' , ff�r Septic Tank . H 10(16,000 lb/axle with 12"of compacted cover) --- * t 4 or H-20(32,000 lb/axle with 18"of compacted cover). Vtional t« ,,_ xF spection ' �► ' ' Port 4=,, vi#-, ' t Nominal chamber specifications. V� � N ,, . . t.. f`• t ',, ._ r �v,,,,...., Size,W x L x H 1-1/4'x 8-1/3'x 11" Weight E t - �I r t Backtill .* +4:cr Z g 24 lb. ,`- , ti li .,,: x� _ 7/,'i r :,7.,,,. I' k Storage 33 gal. ( 45 cu. f ) =�sS�1+�y - 3q y.'. Interlocking '' 1.5X011,0 •k a e 3 a. 4. t. igs t � i., '� , Chambers + s !0`, 'F � 5- -- V s� r i q�. Eftluent---�.- - ;P' �a � 3''d" SideWinder . €* ` 4 ,f Sidewalls . ‘if4'',1'i,:-.A4111,141413!",t �' er•—• Native Soil V - a 4 y 4 *Patent applications are pending and patents will be granted. Compare the installation and operating advantages. Vf,i/ ,fv, u= ''� f�4 f•�'��',`�t rtF ���1.�^� �,1 � S#�{g Xv�i'Y ` '}.�"' ''?` '` ". 's'� rR.aF`�'�'i�:>�,.3 } -a` f • L Y t,A� .. ' ¢yP',.. ;4 h - �(,y#', `1 �a{(Lys Y °y.e4 t4, '�'-`}�{ .;—, .�1 y - a f F 4.}a. , ram. s ,yT -..ham?- C.-4,,,,....,,' S, 4 y,`G • S,�' :x �., .- 'R & ::.r.mow}..•„ ', t+ s, 1,cj,.i•,,, Conventional stone and pipe system Equalizer 24 Chamber System • Labor-intensive, lengthy installation. • Easy assembly and installation by two people. • Dump truck needed for stone delivery. • Only a backhoe and pickup truck are required. • Stone hauling adds expense and time, increases • Lightweight chambers can be delivered in one soil compaction in leachfield site. pickup truck load and hand-carried into position. • Stone in trench reduces infiltrative capacity • SideWinder sidewall provides over twice the effective of system. sidewall infiltrative surface area in the same trench length. • System lacks easy inspection and monitoring of • Inspection port is provided for easy access to leachfield without digging up the yard. leachfield with no site disruption. • Geotextile required on top of stone. • Solid-topped chambers need no geotextile. • Overall increased cost. • Overall reduced cost. • 4"perforated pipe does not give even distribution. Geotextile required to prevent soil intrusion. Lack of geotextile on Optional trench sidewall may Inspection Port. allow soil intrusion. No stone or geotextile required. N , i ,, e*1 • y ` i-Pb -... c,!:, Y id•�tr." �4.° .' �- ,_- • Stone o- • t\ r .` compaction e•ir.b. and fines reduce infiltration rate. i SideWinder sidewall Entire bottom of chamber y Solids build up provides over twice is open for unobstructed / between stones, the infiltrative infiltration into soil. / limiting infiltration. surface area. Infiltrator Systems Inc., the industry leader in septic and stormwater chamber system technology. Six million chambers already in service. `i "" """' ''4�„ In just ten years, the innovative leaching chambers +• I e of Infiltrator Systems have drastically changed the t.4. s,; technology of on-site septic and stormwater disposal. — r', t 1 t I i - ; Already, 6 million chambers have been installed in x A, µ i" �V -' 41 46 states, Canada and other countries, forming over �� �" 90 million square feet of chamber systems with a - z success rate of 99.5%. And we're expanding at the , 1 rate of 9,000 new systems a month. --- Environmentally concerned company. $ Infiltrator Systems devotes over $500,000 a year to j research and development, creating new products s " ' I l that operate more and more efficiently and conserve j " natural resources. Besides using recycled resins, `i`:,, ,r l :,, ":.` Infiltrator Systems' products take better care of the 1, , }I_ 1 1." environment by avoiding the mining, crushing, grad- ¢ 5 reap►'R. ".-° ``' ing, washing and hauling of stone, as well as the � � ,, environmental impact and site disruption that stone \ Y causes. That's one of our "greener" ideas for septic r._ and stormwater disposal that just makes sense. `. 443:41 Infiltrator stormwater management. Besides our septic chamber systems, Infiltrator `' Systems is on the leading edge of the emerging tx1.., ,'it stormwater management field. Our new, underground '+ .` Maximizer'"" Chamber System replaces ponds, large diameter pipe and stone, vaults and dry wells. With ,#it its unmatched strength, virtually 100%void volume . . and convenient clean out capabilities, the Maximizer ,N Chamber System gives designers better solutions for retention and detention applications. Call 1-800-221-4436 for a free copy of the ' - " Equalizer 24 installation instructions. .., Distributed By: INFILTRATOR SYSTEMS INC Leading the way in septic and slot mwater chamber systems°' 4 Business Park Road, P.O. Box 768 Old Saybrook,CT 06475 800-221-4436 860-388-6639 FAX 860-388-6810 U.S.Patents:4,759,661,5,017.041,5,156.488.5,336,017,5,401,116,5,401,459,5,511,903:5,588.778,1.815,925,1,974,938;1.729,383,448,338 Canadian Patents 1.329,959:2,004.564 Other U.S.Canadian,and foreign patents pending. Infiltrator Equalizer,and SideWinder are registered trademarks and the following are trademarks et Infiltratnr Systems Inc.. Contour,EQ.Maximizer,MaxWin.MicroLeaching,Poly1ufl,PowerArch,and SnapLock. 01997 Infiltrator Systems Inc. Printed in U.S.A. At 10497MM Septic Installation Instructions INFILTRATOR,-, For Equalizer 24 Chambers. SYSTEMS INC PIN: :.4 1 r'i'. ) ( t ,,t 4-,7-,p44, % AIL"; :"'LL 'LLL''', L.,.t .,,,,g,‘'j'.1,—' 44`3, ,:,,iL4-tr'L .....,„ -0" ,L` :'4:1"r:14. ../,'::,t4.: tto J♦' , Cw + t .' 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S�- •M't i ` r+t• w. t f'� wr. J*vre� .„ }',d y `,?t <yt: + r` w ,.1�,a. •,-. yly} • P. -',..‘*..`•. • t' / 1 i•, f i.. t • h '.;, , ,, _v '4 t°F + r'. 'K:r %1• , r, r'•• !ic!-s-: -y+t_.`�L :"( .3 ll t� yV h/' /'.;,:k ,. �7r 4 - `�f 1 -,4 t ` y. *, v -' 3 ; t" rL 3.q. -yam '.it . 1`..y<•I�jfN�' •` ' ,', i rr+.. ." M 'rV,....is` a t �t�, .� ,.1 1+ /~ A � •',r r ♦• ''. .r'-'L «{w... . ' , , i rl`.."k, ".;?'7 '' ._ _ ..- .. .."i ..ri'(. •I.t1 C• A 4w... �•l.;. Before You Begin... This document is designed to provide installation Like conventional systems, the Equalizer chambers must instructions for the Equalizer 24 chamber.These be installed on sites where the soils and site conditions chambers can only be installed according to state have been approved for a septic installation. Be sure that and/or local regulations. If you are not sure of the you or your local health official conduct a thorough site installation requirements for a particular site,be evaluation and determine the proper sizing of the system sure to contact your local regulator. before proceeding with an installation. Excavating and Preparing the Site. © Plan the site excavation �� ��' : E : © i' 'o f Rake the bottom and by staking out the location '' • sides if smearing has occurred ; I, h. �— t of each trench. Set the '� Y v ,:� , , ,, � "'' " .x while excavating. Remove any i , . t, t elevations of the tank, pipe ' - i � * > 4_ large stones and other debris. , , = ..,' �»; and trench bottom. 474 :- �''` Do not use the teeth of the ' .4 .' ,� bucket in lieu of raking to rip a . ® Excavate and level i .''` 3 the trench bottom. , each trench 18"- 24" in f� ,�. NOTE:In sandysoils, rakingthey :, width and a minimum of 4 bottom and sides is not neces ' ��' 23"deep with proper r �, ; .. �" saryto eliminate smearing. , J center to center separation r :i � r g. -;','Ili; ' y� Be sure the trenches are h, :: 17 s4 d} ,� ,., level or have the prescribed Stake out the location of Check to be sure that Rake the bottom and sides design slope. each trench. the trench is level using a if smearing has occurred. 4-foot level, transit, or laser. Attaching the End Plates. The Equalizer 24 SnapLock'M end plate can be used on both the inlet and latch ends of the chamber.It's © Attach the prepared end plate to the end of the designed with two sets of nubs,one set for each chamber marked "Inlet". Do this by inserting the inner- chamber end.Use them as guides for attaching the most nubs on the end plate into the notches in the end plates to the chamber. chamber's end. NOTE: The end plate is designed so the effluent will flow U .With a utility knife, cut an .. • into it and spill out the opening on the other side. opening for the inlet pipe oni. :. ' one of the pre-marked circles ,0,,}_r-� ,�` ,\ r ® Engage another SnapLock end plate into the latch on the SnapLock end plate, ,. . • s end of the chamber, as the closed end plate, by snapping depending on the type of pipe " - ; i the outermost nubs on the plate into the notches in the being used.The inner, pre- ., / circle fits a typical 4" 4 �- f chamber. Place backfill and "walk" it in on both sides marked pipe snugly.Thepiouter, 1 ;'t where the end plate engages with the chamber to secure SDR3this attachment. pre-marked circle fits a 4" SCH40 pipe or a 4"corrugated Cut an opening for pipe snugly. the inlet pipe. Installing the Equalizer 24 Chambers. © Check the header pipe to be sure that it is level. .','" " .:-,ei,,, 01),i V, - ,° 2* ElSet the inlet pipe invert at 9" from the bottom of the ,W ` r trench to the bottom of the inlet. 'v *,� / -1- t=� , .- El Placethe first chamber with the open end plate at the ,{ �r beginning of the trench. ' R r '4 '.., €-rf Set the inlet pipe at 9". Installing the Equalizer 24 Chambers. .,v{ y.i.: T Insert the inlet ' 10 Pack down the fill by „ pipe into the end of w walking along the edges of f r > II P # the chamber. The pipe 't the trench. This is an important %$ ,�` tf k g # will only go into the •V , '1'�a i` step that assures correct " ` ' 1` unit 1" before it reaches 5 ;*'fie, structural support. .. a stop. t r }'. : = ,i „:.-_,.4-,-, r ? $44--„t.,-..- -4. b Insert the inlet . s . 3 Pack •down the fill M pipe into the end : " ,, •- .`14s by walking along the .I .' 4 `'T ryry,,,,1� of the chamber. . r "'= �. edges of the trench. z -*• s . mProceed to the next trench and begin with step 1 again. ® Check the first installed chamber to be sure it is level or has the prescribed slope. 6 Secure the inlet pipe to the chamber with a screw at Installing Side-By-Side Systems. the 12 o'clock position. 11 Excavate a 36"wide trench. Lift and place the ;-,,� end of the next chamber . Ell Preparethe trench as described under"Excavating N i , and Preparing the Site." onto the previous cham '" ` 74 ,� . _ ber at a 45°angle. Line -. ® Attach the end plates as described on the up the hook on the center t� '- n'' '',.�> - 4 end of this chamber and .41 opposite page. lower it to the ground, A� �' engaging the patented '�� ° 4 Install the chambers, making sure they're pushed �,, 4, - , interlocks. W Wit. 'r against each sidewall,with the greatest center line to �' - , r '^' A' center-line separation. iiria .' "��� © Shovel in backfill and walk it in between the two gitr+i �� = >° chambers. NOTE: For side-by-side configurations,two or more -- i--‘ IF--..-------,ii , Place the next chamber _y onto the previous chamber chamber rows will be installed parallel to each other 'xEa .: at a 45°angle. with a minimum 6" separation between the feet.Take care to backfill the trench evenly to assure that the 8 system is level. Continue interlocking the chambers until you have installed the correct number of chambers for that trench. Mound for The last chamber in the trench is the one with a closed proper drainage end plate. As you install the chambers, check to be sure that they are level or have the prescribed design slope. in either Native Backtui NOTE: The Equalizer 24 chambers can angle �� 12"Min.Cover direction to a maximum of 10°per unit. This feature allows - - ' you to follow the natural contour of the land for hilly or �_ - mountainous installations. ' 12" r � 111 ��Y — Fill the sidewall �i area at the 'oints I ,, r 11 1 r' 7t ' . ; 4, '=i i .1l-III='' I-�6" -il�I I �(- 1 where one chamber : 1M1A x ., interlocks with • y'^` r 15" another by pulling ?€ .,„ A �_ Two Equalizer 24 chambers side-by-side in a 3-foot wide trench. soil from the trench �� :.: z r sides with a shovel. i Fill the sidewall area ; ,, �r � ;. INFILTRATOR at the chamber joints. *� 1xrr' q .' SYSTEMS INC Installing Inspection Ports. Covering the System. The Equalizer 24 chambers use a 2" pipe for the Before backfilling,the rr inspection ports. system should be r t` I "- inspected by a health 1 I ? �; 1 0 Using a hole saw or router bit, cut a 21h" diameter official or as required. t - y 1 't.., opening on the pre-marked area located in the center of A _ the chamber. Be sure to use a saw that matches the type 0 Backfill the trench of pipe being installed. by pushing the cover onto the units with the © Glue a 6" long PVC pipe into a coupling. front bucket of the back ' .. hoe. Keep a minimum of "rk,; © Insert the pipe into the opening at the top of the 12"of compacted cover Backfill the trenches. chamber. Notice the coupling sits on top of the chamber. over the chambers before 4 Insert another piece of pipe into the coupling, cutting driving over the system.When finishing the system, it is the pipe at or above the specified elevation. best to leave several inches of soil above the trenches to allow for settling and be sure that runoff water is diverted © Attach a cap onto the protruding pipe. away from the system. 6 A small valve-cover box may be used if the inspection © When the system is completely covered, the site port is below the desired grade. should be seeded or sodded to prevent erosion. LIMITED WARRANTY Guidelines. (a)The structural integrity of each Infiltrator chamber and end cap,when installed in accor- dance with manufacturer's instructions,is warranted to the original purchaser against defective materials and workmanship for one year from the date of purchase.Should a defect appear in It is important to follow these guidelines when the warranty period,purchaser must inform Infiltrator Systems Inc.of the defect within fifteen using construction machinery on an Equalizer 24 (15).Infiltrator Systems will supply a replacement chamber and/or end cap.Infiltrator Systems' liability specifically excludes the cost of removal and/or installation of the units. installation site: (b)THE WARRANTY IN SUBPARAGRAPH(a)IS EXCLUSIVE.THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE CHAMBERS OR END CAPS,INCLUDING NO • Avoid direct contact with chambers when using WARRANTIES OF MERCHANTABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. a large wheeled vehicle, especially if the soil has THE WARRANTY DOES NOT EXTEND TO INCIDENTAL,CONSEQUENTIAL,SPECIAL OR INDIRECT DAMAGES.THE COMPANY SHALL NOT BE LIABLE FOR PENALTIES OR not been compacted. Always be sure to have 12" LIQUIDATED DAMAGES,INCLUDING LOSS OF PRODUCTION AND PROFITS,LABOR minimum of com acted cover over the s Stem and AND MATERIALS,OVERHEAD COSTS;OR OTHER LOSS OR EXPENSE-INCURRED P Y BY THE PURCHASER. SPECIFICALLY EXCLUDED FROM WARRANTY COVERAGE beneath vehicles. Chambers with this minimum ARE DAMAGE TO THE UNITS DUE TO ORDINARY WEAR AND TEAR,ALTERATION, ACCIDENT,MISUSE,ABUSE OR NEGLECT OF THE UNITS;THE UNITS BEING SUB- covering can support a load of 16,000lb/axle in all JECTED TO STRESSES GREATER THAN THOSE PRESCRIBED IN THE INSTALLATION soils eXCe t sands. INSTRUCTIONS;THE PLACEMENT BY PURCHASER OF IMPROPER MATERIALS INTO PPURCHASER'S SYSTEM;OR ANY OTHER EVENT NOT CAUSED BY THE COMPANY. • Only drive across the trenches when necessary. FURTHERMORE,IN NO EVENT SHALL THE COMPANY BE RESPONSIBLE FOR ANY LOSS OR DAMAGE TO THE PURCHASER,THE UNITS OR ANY THIRD PARTY Never drive down the length of the trenches. RESULTING FROM ITS INSTALLATIN OR SHIPMENT PURCHASER SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT INSTALLATION OF THE SYSTEM IS COMPLETED • Never drive heavy vehicles over the completed IN ACCORDANCE WITH ALL APPLICABLE LAWS,CODES,RULES AND REGULATIONS. system. (c) NO REPRESENTATIVE OF THE COMPANY HAS THE AUTHORITY TO CHANGE THIS WARRANTY IN ANY MANNER WHATSOEVER,OR TO EXTEND THIS WARRANTY.NO WARRANTY APPLIES TO ANY PARTY OTHER THAN TO THE ORIGINAL PURCHASER. For assistance and additional information on installing bed, mound, serial, or pressure dosed systems, or installations in sandy soils, call Infiltrator Systems'engineering department at 1-800-221-4436. Distributed By: INFILTRATOR ® SYSTEMS I N C Leading the way in septic and stormwater chamber systems"" 4 Business Park Road, P.O.Box 768 Old Saybrook,CT 06475 800-221-4436 860-388-6639 FAX 860-388-6810 • U.S.Patents 4,759,661,5,017,041;5,156,488;5,336,017;5,401,116;5,401,459,5.511,903:5,588,778,1,815,925;1,974,938;1,729,383;448,338 Canadian Patents:1,329.959,2,004,564 Other U.S.,Canadian,and foreign patents pending. Infiltrator.Equalizer,and SideWinder are registered trademarks and the following are trademarks of Infiltrator Systems Inc.: Contour,EQ,Maximizer,MaxWin,MicroLeaching,PolyTuff,PowerArch,SnapLock. ©1997 Infiltrator Systems Inc. Printed in USA. A150497MC - i } e , lk r �, ♦ Z. t.1;1• �•�"`+ is a�re�td t �'', • „ t ` r #s AV ^`b♦ ate► ' ie% !t� to ��i►�h ` a' si• � . • ;. ��: Pittiitt �r a r , FOR i44'�FYfOoTiN6' , Mir , ree �= tot wal" i'uty�rs- edsdtr�h I w _ haw • /+ A?//Y. . -Sol / ., # t ;.' tsalid xakiI*. ine ►1` + tt_ !► 1d�atle nEial � �} sts� t it4 eith 6le t * t , tft e+�ats�! !# �?!lt orQ it ;`< aaetvate. - - ' i0iti�@, be, l:n�-tsl:ew w�,� a t��rot� ' • ,+a� ts ► eta. i�# taxi tam rs ; ►v+gt �f 4 ` 1 t a t t M a e rti �1l t efed omit 5.�flir TiyiV/r . e•x t+d+i1 r and above -t�rt�te �k Wig X I.s x D 50 sat (s*rb44e Mri tt`t�`) I • , 88 8 tam w i i eir IV i ems ' ee�ver. .' ! tire. *Optler. .taut is, tnsteilent Vtth tom. at oesare►�r, rep t y #fir fr*40 • 'Att Ott tbs oa 0ollar fit; mWod t,� ke 1�" Via. .. �_ r4 ttefe t*n►k *t,&0z� tbler �rnw u be' f just ke`law� . y - 6 tit. ft e�ce larticy rat* r,qf i5 *Wis**: r n.l AMP laert#e rate ' .�B'H3lYles.lL. r _ d. l st l_ 13, .1i'�p 0 44ft. �eaq#� e` ��� ft t � • �lea . ���t.{+ �� ��e'�!1 V%,/ ,�F•- •��j As•,�r ��.'����►�� 67 5Z7,0r ► aRe c�i��t�i mted b goy* i.l, eer � 0-:Sea 98, hsyl+�ar�r.l�.1�►� � �l`�ac�t �?��2 �pair♦ t e ] I i + � ��' /! �L.. � � "` -'� • �`3'f!F 5Qii�rl�.ltl1"` i�+� t�4 °t!` !Lt'e 'to �t � inbta 1104 a$: Par the Eget-al Isar . 24- nat.a: l�etien- innt,rw'gt.l a I to* trench doprtb of 2�4" b#low t.it l�vad rat rc ei! 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I � 9 At s luer�t piping ffcom styptic t ,to "pN" box to. laterals F sh+all b* nomir►al 4`" plastic with solid wa>I1ls„ -+�aa(eE3 #or I Septic %,YstQ`" servico and of s�affic'iant ot�,oligth i to I wittvataead voh-iculor traffic +#4n 24" bolow ,, ruder sand cw .otbor oppearv*d torial1 . . !� � 1`tl. ai 1 l �Te to items •uY Fort Mi I laer Co. 1qr On ;:.Ap�'sx�ved agata 1, E 11. All '44stont:a a�ae Pa ras t f on aE�, * al csr+e�► c3rl thi♦ ¢1 ar+y s hay l 1 be era ltQts�tr►twd, such as tho distaAce fr`gm property �ineis and build'into. l2. 0 sae .s+Alpt + tank stmuI d tie P P t :at re'u 1 a� inter~ua f 9 . tt�r pre want the carry-ry-over of: etvlids' irtttt the diw►tritution 1 a►t+l4r.a lrs and #-f erl.cf 13. Since ai *a�iq 1P41 sewatO systeat is likely to be provided-, \ within a . 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BA►Ffl.E 41 57 Jr y 1 a INLET Al ,¢�TLET TES$, 3 07 TR�►MR. $UPPLl 1 Y C _ INLET Kt� GtC�3fi3 Pb�`iDED rzpf# ° PIPE of R #D€s: !!! "fl' OUTLETS TAIL LIO tp "!" E8S 113)4"DIAM. K KOUTS ( Sin ours0e LEVEL apr 'i' TOP 8fdfloM BAOFLt T TA4. � -2' WITH HtGH DENSITY I S WEff f POLYETHYLENE PIPE SEALS. - 5'•S„ 4'_3ta 110,041 I ll'...42 94 X 71 1. - NO UQUlo!l7fELtERS , .. r LOS i. 11 f 1,134 , a� f I �� A (, TM, CJCAtP � T()P SLAB 30TTOM � - 4 TOTAL- I� 4! :V-go Sti B" 4B,fl 16�'1� 1,5�9 �3xS!$ �T�I F1C� 5t0 .1039 11610 i s to 0 all I L He vy Duty ti ##3 Distributio � !-x f - .. .iv3Y•f+t ,. ' .:X'.F. -^V+AirN44 ¢ - _ .�,- �" ��•.W ' - r - •t ..`/oi�`'¢sir /4♦��/��; 1 { _ ' . .10 4 J 1 e i r , S• - �t a .` � .. .','.. P y < L • • _ • ���� �. r - r , - � `. . •., - Lei , 1 \ - __ ` •` � /'•'�' ♦ �,`� � t `.+ t^,; - , ..ti G t _♦ ` -t�Y •�• �. � �t .�.Iarr��Mt+��rr��rw F ..� Ii' s � L ,� SQL G�'/90%fZ