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2002-423 ,,� 11tk TOWNOFQUEENSBURY ET 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20020423 Date Issued: Friday, June 14, 2002 This is to certify that work requested to be done as shown by Permit Number P20020423 has been completed. Tax Map Number: 523400-239-007-0001-043-000-0000 Location: 30 KNOX Rd Owner: JAMES & JEAN WANAMAKER JR Applicant: JAMES & JEAN WANAMAKER JR This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020423 Application Number: A20020423 Tax Map No: 523400-239-007-0001-043-000-0000 Permission is hereby granted to: JAMES & JF,AN WANAMAKER JR For property located at: 30 KNOX Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JAMES &JEAN WANAMAKER JR 30 KNOX Rd Septic Alteration Residential Total Value LAKE GEORGE,NY 12845-5206 Contractor or Builder's Name/Address Electrical Inspection Agency CRANDALL EXCAVATING NY Plans&Specifications 2002-423 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,May 29,2003 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To', n of ► I eens j3v d esday,May 29,2002 SIGNED BY for the Town of Queensbury. Director of Building&Code nforcement Application for Permit-Septic Disposal System Town of Queensbury 742 Bav Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ........._.....-....... ....................__................ 3O 1Gw�c,Xo�� Office Use Location of installation: File Permit No. Tax Map No. Z39 rC9 l 1-AV5 CX;'pZ� Fee Paid Owner's Name: Address: '30 V y4eax'zo.e.t , '2. INSTALLER'S NAME : G railAu_ 'EYCjgb..%jAom hlG.- PHONE NO. - - ?s �vl 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s)and multiply# of- bedrooms with applicable gallons per bedroom to equal total dirily flow) Year of House- No of Bedrooms x Computation = Total Daily Flow 1980 orolder x 150 galtbdrm = 1980-1991 x 130 gal/bdrm = 1991 -present, _ .�-1 x 110 gaVbdrm = � Garbage Grinder Installed yes_ / no ✓ MAY 2 4 2002 t Spa or Whirlpool Installed yes— / no ✓' TOWjq OF Ql EENSBURY ea �o r r.,, �p,57";�CPJ�� 4. PARCEL INFORMATION: (circle applicable information&indicate measurb�WvWjs).�_._..._.�._DE Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat ' sand at what depth at what depth mumcrpal oXlin am " feet-- feet el Step slope c ay if well;water sup. ly slope other from any septic-system depth: absorption is10* other _P.eraolatior_.-Test:_ -(To-be-completed by licensed professional engineer or architect) Rate: minute per inch ..60 s+n /Iti3ctt 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 2S0 gallons to a size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 1215O gallon (min. size 1,000 gal.) i Tile Field: each trench ft. Total System Length: J`t Seepage Pit(s): number of size of each: ft. by ft Size of Stone to be used: # / depth or thickness feet Bed System Size: ZGa t x �✓'-1t Et. Alternative System: length andlor size i '6. HOLDING TANK SYSTEM: (if required) Number oftanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved - - -- - electncai inspection agency:``-" -_— --- - ---- ------- - - - - - 7. SIGNATURE 8t INFORMATION FOR RESPONSIBLE PERSON(please read) 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 application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. --- - ature of responsible person Date 1: TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name &)471/4/Prilfra Location /1 "6 6 4 Date 6 I 1 1' Permit # • Z-'--10� SOIL TYPE: San: Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION I: • k: Total Length 1Z, Length of ea h t -nch .Z-r A Depth of tre hes Z— ti Size of stone L—. SEEPAGE PITS: ` umbe, - Size - f . x ft. Stone size PIPING: S 'ze Type Bldg. to Tank d� �!� LD Tank to Dist. Box u Ze) Dist. Box to Field/P' . :t . Openings Sealed? Yes No _ .Partial LOCATION/SEPARATION • ' Foundation to Tank / feet Foundation to Absorption . Z).feet . . Separation of Pits feet Conforms as per Plot Plan Yes 'i No LOCATION OF SYSTEM ON PROPE Y: ' e one) Fran - Rear - Left Side - Right Side M' dle Front. - Middle Rear COMMENTS: • SYSTEM.USE APPROVED: YE NO Arrived: i . Departed: \-\ .(21-Z . Building Inspector UIZ:fRU[1{1 i lilil.w •' ;S`� • l-�,, �•) . • l_ ll •z � '-�• \ C 'I-- / Cleverdale ;,:-.:,..;:..wrr I0. / v` •o�°•, / Sandy li .. \� •!'''El • usa�e� i' O ,^/' Assembly ▪ _ Bay .aoao=- '� Point =:.:,.''tip "' Speaker ~ • • s+r,.r �Or xy�L [� Heck a/I �/ / Island ..^ Cannon - '• - _ _, �l Point i 1 • a -_ +: Assembly a Ha rri — _ / Point = ' • \ Bay • >_ • '� Still • / •1 suwsE- A{: a��-9'f\ Bay • • \ �/�� • , • 1,, I aA.FOCSE- JA/NITY I J-' _�°cr_ Cooper / w _ ' m I • ;„Ar... Aai I Point Diamon WA1�fAM�+KEE �.I,N a• •_.-1:'.! Island / GE •▪ ' �O 1,;..i Manna 3F.:YrON • ` V C' Dick j�lslands -(- =`I �r• �� _ HappyFamily • Cramer STATEFAREZT/ I'i▪' • PRFyERYS T \ Islandso Point / , ���SFP1. _ E POINT �'• / •' .1.:..�. `•\ Marina • •. `-• i'RE:iERt'F.l - • •▪ j h • w- - --.I _ — • Woods -- . d� '= 1 Burnt T — Point ▪`: Hill - -T• / Dark • :.a : - - ti rota,• Bay \ wQ. 4 ` - ,..'• • • :..:.Plum/ ,•s c:�J_-1 1 , . / �.� -' _ Point • _ _—_ 0 N D A .;���c K s' � ' �. I ampground .}'N �H4gr • �' • I ''`r1°vim Joshua • :..y: • NorEc/ \ s ' ea •• Rock (: _' — - I, ;_Marina 1• _ _ ,...,..j...7 ,, . • • • • _ - � - ..f+.7,01._:______,_..--____\-.„\ • • B,JILoI G DEPARTMENT\ ) _ 13ns i.our limited examination, 1 � - - ' cum�liar(te with out comments sh • • all j - _ _ -' _ n mme all ee9=,,, - , anstrued a indicating the \\( - � _ . ik,and specific lions are in full j 4 �± T .t�;oiiarce el the code. '� _ th Golf Course )\1? °\ _ '. 21:-:. .('. .,,,.....,..._. )c3ilvN 5.4F, fotiE.L..., SBURY \ ;III \OPY .11 _______--- �� REVIEWEDBY , q, _ ..Y _� -__▪ _ t DATE �___ \ V — - __`` JOB Nisi Aizi A AKEL12, iC=-eDEMc . -$-$� oPo- E.3) .r..\Ea.A SHEET NO. 1 . OF 1 • CALCULATED BY DATE s-ZZ--OZ ---- -'� °© °E`-J —A CHECKED BY • DATE SCALE 1. 1 f ri AA 1 \ s _______, Lill..,, : • ,. : . g - ri : . ,,,c..._ , • 0 1 , , , 0 ,, ,, ., • ) • . , , ... .ao..4_1______... 3 3. ! , • .., r , • S 1 4 ....7._...........„............ . . .. 'r,I~. : z - 0—..--1 1 d . . ),. ...c., ) • • {m 4 -ai '•: V1 0 ..i.•. ..�.._.._ ! t .,,... ..-... _..........w.w;..._.....+..moo :, 1114 ,&i.4,...i.A1 1, i ' VC° 0 , 6 4 . , ... . , ii . _ ,i ,,,,, , 0; ::;‘,.....1.. ".".............'"....... - i , ..,. ii, . :::i 6:: . '! ; 1, 73 .1 1•1 g V 5 31 • •• . , ; —Pe --i 7—il 14 t '0" Pi • '4 i 3 D aA_l 1 , o i i .,,.. .1, : R ! P 1. : ., i 4 -P. 0 R. U; v; - ' r ' Vr/ ABSORPTION BED ., CROSS SECTION S SUITABLE BACKFILL PLUS A MIN.4"TOPSOIL&SEED • 8%MAX.SLOPE 4"PERF.PIPE GEO TEXTILE COVER FABRIC j 10-17" il T 30"MAX. /,Atr-41,z7...c4v.tbaw_ „el . ,. /. (\ )-•!WS-4&049."-Ift 7, ,y7/ . / , ..,, .. , ,/, .,:l.i es:,---wec5-y,f giwol • YI_SN F{f1 /2i/rp,rwerp.wirtyo .,..,•••,,.. . /%�% ,s -k. .�'/ / Z Ai i 4 .. i% 3 - u 7i -- `. � ,,,, . w. , tr ` T ,'�' _, . a' 4. 6"MIN. P?♦ y 4,.. iY . 't� _v1.. ifia1Y' �R if ''. 'L'W�,,ei •ii`6 ( 1. 1,,14 ',r. , P .Y.h .i4 �xi6:'..L`�_•• 17 12" I- 24" I. CONCRETE SAND 2'MIN.TO IMPERVIOUS STRATA,BEDROCK OR SEASONBAL HIGH GROUND WATER USABLE SOIL PERCOLATION.(RATE,1-30 MIN./IN. J// �� �,\� i �/`/\/\/\�}//\��y// / / / / / /' / / /\\\/ i�`i�\/r\7/ /\\//%s\//\Y/�\/j\Y\ /\y��i/\\c>,��\\`/>,ice\ice /\\ i i�\i�T�/\/� �\� / l\�/\\��1 N o-r>E`Ta_t- 'r "'r-b4;L opo- E E� W t 1..1_ -13E. Z,O x } Ar1,1) C_vs►rl- t-V-r of Fo...¢(. -1� IZ.�.tvo mf 32 t_F EAGN dF E1_JEK T`'(?E 13 11.4.2pRid%IJ lAK IT VNIA T-tATAAKE1Z ' -F--.DEr►C -{ LOpt7=l_D'' zE.ME. PG 12 / FIG. 5 1c_ ,eI,01/4 E1�7EN A$5-so'RPTior1 5-: - �YPl GAL.�EGT%(=TA • • FORT MILLER tAirliC94. lealti"--p THE FORT MILLER CO.. INCREINAczirriata tE.t yri`GvTC341 k 750-1000-1250 Gallon Seamless Septic Tank 24" TAPERED HOLE & PLUG (TYPICAL) 4120 4„ 1250 GAL. 5'-3" 750 GAL. 1000 GAL. 4'-5„ 5'-01/2„ T 1 5'-5" 3" 11"' (9- it 4'-8" l '`L 1000 GAL. 750 GAL. 4'-5" r 7'-11" • 4 0" LIQUID 1250 GAL. LEVEL 10'-2" 4 HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. 3" CONCRETE: 4000 PSI TANK REINFORCEMENT: ASTM A615-GRADE 60 SIZE WEIGHTS, LBS ASTM A185-GRADE 65 ENTRAINED AIR: 5.0%-9.0% GALLONS TOP SLAB BOTTOM* TOTAL MEETS ASTM C890 750 1733 6458 8191 . _ • ' 1000 2173 • 7436 9609 � � DESIGN CASE 4 1250 2643 8443 11,086 (NON-TRAFFIC) 0 *INCLUDES BAFFLE 1aa® B-5 . , • Installation: f The Tuf-Tite EF-4 Effluent Filter is designed to extend the life of your drainfield by preventing solids from leaving the septic tank. *p. ' The filter fits into a 4" PVC Tee Baffle which in many cases is ^. - -.9 : -- A already attached to the outlet pipe. If a Tee Baffle is not installed, install as shown in Figures 2 and 3, allowing enough clearance • t • y t r-. � �_,: Yci from the end of the tank to permit easy filter access. '. . t ` ' yT ;, p� +G a-c 1 •,� dui 1. Inserf the EF 4 into the Tee Baffle with arrow on the top of the filter t. , pointing toward the outlet pipe(as shown in Figure 1 and Figure 3). t xr'4 'i`:. 2. Push down firmly until top of the EF-4 seats into hub of the Baffle Tee. .-p , •tl, //r.�werfl% IM `a ,- - Maintenance: x A The Tuf-Tite EF-4 Effluent Filter will, under normal conditions, t. '"`: operate efficiently for several years or more before requiring 20" removal and cleaning. It is suggested that the unit be cleaned li - �. every time the tank is pumped or at least every three years. `F # _;• ,:' :; 1. Do not use plumbing during filter cleaning. ,? i 18 2. Pull the EF-4 straight out of the Tee. r 3. Hose filter off,making sure that all solids fall back into the septic tank,not ;{ back into the Tee Baffle, t! <t e- 14" or 4. Replace filter as in installation instructions above. - ' _ more 11 �1 t mot. depend- ing on ;1 •P+i+y.,,,,,� i, ,.�• ..T :t,i'';15'� 111i. l - N `,' ,�`` '.° code*. y";r • ' „, - •- Drawing not to scale. -'` ` • • ,a•.• tit• :.;�,...�°.�� r.� outlet� l I '� � �_ d 'i , fi r ^� ?' tiKF"'a^r','-�'" .-. ,,,• "�3:'i i .. „ .:�'\ ,; j - "4 V, -y A tea✓ -Y. t ii i 8 i t ,. .....„.1.,...:....:.......,:. �, ., r r r 4 ��tf' ' '-1,, � ,rA a µx R �' 3�� .1 i t•s-, ::,..,•.::- a • „ � bottom of Tee :,t. 4 Figure 1: Figure 2: Figure 3: Arrow on top of filter unit must Diagram of installed Cutaway photo of EF-4 filter installed in4"Tee Baffle. point in the direction of'the outlet filter and Tee Baffle. may*Tee be extended by using bell pipe.Top rim of filter will seat in Note: drawing is not end of pipe may pipe hub of Tee. to scale. . .11 . , r. �TU .a IN K : _ liall..,..,,,, Water-tight "a""'"RaCiF"St:›8• 3> h a te:Ir:,.,�,,� ' Lids and Risers Drainage and Septic Products , ••-• ht . , by Tuf-Tite3 Tuf-rite Corporation ,-.: t A..k rr** '' ,f 1125 Old Rand Road >' ,-If '47 R, -?` �•a ��. 1 Wauconda,Illinois 60084 Apz Fait ®�} 1t N.O.I w ., 0 `,, o C7 T?rV4k tt 1O • '—\ k :ld •• � � : • ©2001 Tuf-rite®Corporation . Form EF-4(2).Printed in USA i .., , ,, . , . _,.,. _ r .,,, , ,, d r 4ibo® i roblem �u - lei .' Toug[>rP s eingthe se • • red�utt►e Gfe of ttte Seldr reatdting i R E�-4 Eff�uen [ er� prertratiurefailtusoEtheentiresys6em: II Injection molded HDPE . • III N'crr-corrosive _ :18®11 , IFSimprefainstall iiiir - S fltt nitrationz Irta septic environment,narother ,h _ S r=, material.cartmatctrkligttDensity. "' Polyethyleneirrdehveringalifebtne'` " ii: -I=R fi; �,F - ' •" I of trouble`fn:eservice: ,_ y - *. - 1/16" Filtration `°,� :" • f . TUF-TITESo1ution - �'•�' -' The�4HifuentElter filterssolidsdowrrta _ t1t&',imaeasingtheliteotyourseptic liai , , p . a¢� ccg•:fyl d • • trIiii,ji!In . °:1,-,42,11iii,,,j:, rifoit- ��-j)1j jj{{1 ; ; � Filter •- Housing T-Baffien' Rear of filter-close-up. '-N- Effluent Inlet/Outlet Tee/ ;• � Filter Filter Housing I Y�=�` j < :3 ' , SCH 40 to Ire: \ `x `" Y. SDR-35 ' t I reducer 3 ''; - „_-_ included 12-RISL , • Every filter needs a Riser , EF-4 EF-4 TB-4 for easy`cleaning and inspection. '�, Combo Injection T-Baffle Fits SCH M olded PVC Stackablef interlocking Risers make Molded-in filtermaintenance easy. Riser Gas Baffle May and also be usedpipe.s Y be as shown:Available in 12",16",20", iInlet&Outlet Tee_ IIIand 24"diameters. Tuf-rite®Corporation's 1125 Old Rand Road•Wauconda, IL 60084 800-382-7009.847-487-7000•(fax)847-487-7003 Web Site:www.tuf-tite.com FORT MILLER THE FORT MILLER CO.. INC 'i ,.:4,40 #1 Distribution Box CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615-GRADE 60 ASTM A185'-GRADE 65 ENTRAINED AIR: 5.0%=9.0%. MEETS ASTM C890 . . 1 1" 20" ..::.7'..•••• '.7.;• :,.. 7 • • i%0* 13" 041 e) 2"I i<; INLET ,I) 111/2" 1.'111 ill i,. :• OUTLETS-FIVE 4" KNOCKOUTS WITH •- HIGH DENSITY POLY- ETHYLENE PIPE SEALS. OPTIONAL LIQUID LEVELLER PIPE TOP, BOTTOM, AND SIDES INSERTS AVAILABLE UPON REQUEST. ALL 1 1h" THICK WEIGHTS, LBS , SLAB TOP BOTTOM TOTAL --'-', DESIGN CASE 4 28 70 98 (NON-TRAFFIC) .. • B-34 10/89 ... . r .-'4_:.4,,s.t' 0' ,.,-,-,, ;.',.., •,.. • 4,., „ -_. . ;.. ..,..fr,-„,47,,,.,,,., :1,,„,,.,..:,.;....,.....,,,.,i.,...-r.:4,:v.Vrt:43.:.4.. ..,;:r, :,,- ',:': ',..,. .,,±4 t;,•?..,4. :;7,,:fik,4,'",74 '. , '-4.--,,I 4...,";.r.C''''';;'17,:;4'141 ',;";'..f t-''';';'.,';;17:.'41'1•;',1'..‘ r.C. r;r,,,,, r.',‘,..;*,,..,-, } '-' ,-.t ei!, );,-,,,,,itlitA.,,,,:z.:,k,„,,,,:::-,;*,::: ,*7.,;..„.. ...i:.,,,•.;.:r. .7 _ .74:.• -, '',•- ,,, .. • - • , , * -**, '. ,-..,, •,,, , ,-*„;, . ;.1.•:,..;i:<.....- -4.; - :..2,., ,,,,,,,s', ......;..%17.,I. ,.,., .....,,... ;...:. :.i„,`..:2;.,,,:,,,,,-:,f.j,(;!4:', , .:'„.„.A3 , : ,:.; 1,v,:..;31,V;,,ittV'e:" "--' ,, J--1'7.4f1 ;7'41 '', ' - -., :' :' ,,,',4 '''' r:".'I.; ' „I"-1, , -. .. -,• ' f ":'t.rti,i . S' . • ...',., (k- t• 7.,,''''.4 r'•-e,',.1..4[11.t'''c'' '. e .' 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INSTALLATION IS HOW TO SET SPEED LEVELERS "... , s "17 '. ...3 I*IC : '' . ... ,..*.d':., ',.;.'C' ‘44.;4 d.'yd..7;'.7,'d,,‘'d,4‘i':11.‘d dd.dfkl,/,'::41; . 'L..''''r;;'.- 0.d.;.dtdd..U.ti,104 .,...'4.0&.ir 44...q-110-1-,.e....77';inke.L'egiAnt,,,r4i0s.ele.....,.90114. • • ,,••rt,;1/4.,4- --....,,,•,i. .i:..,.,..:- ,..,....,:...,..ii `• ,11.y1..,,e,:iltryht ki-..3t•-4,i 4.14.1;'.q ON;,,,,'''t:'t.i. '.t•':7•,eltkTelllitgAW4t .ei ,..,",Y,'R•fr.r.lcr.*:,:;11,-,c,f trith-f,•!,, ''..."'s-:,',-,' '''''' ' '- - ,., 1,x;- ___ , . i,:..r 1. Insert a Speed Leveler into each . JUST THIS SIMPLE ' " r-- -= outlet pipe inside the Distributions Box.Rotate each Leveler until the 1. Position the Distribution Box •i .4. ,. , ,1 ,... Flo-Hole is at the 12 o'clock position. •on level virgin soil. 2. Start filling the Distribution Box with . : •, . , Do not place box on a • .:,. • -; • ',,.;- water.Stop when the water level .., --4 . touches the"Inner Guide Ring"of the ... \t 1 , . - \4, , highest Speed Leveler. concrete slab. , , .,S-35 ., :iill° \.. \s-40 1. - - -:' 3 Rotate all the Speed Levelers until . 2. Install the inlet pipe and .: . :•-,„..,.v.v , each of the Flo-Holes is aligned just outlet pipes. Be sure the . :;;`,..t... l above the water level.Slowly add oottoms of al l pipes rest on ..j-;F!**-' . more water to see if it enters all the ---. ., , ,,. ...- .._ . virgin soil. , ' . 't --- P-10 . ..•. tFulon-eH,aodlejussstmirneunIttsanifenoeucselys.sMaryak.e f in e- -.....- ',;.!• ' . ..:,if,:qg • 4. You can alternate fields,or rest failed 3. Level the Distribution Box lines anytime.Simply rotate the . . and all pipes as needed. . . Choice of Fittings Leveler on the appropriate pipe until. 4. Backfill the pipes to within ' Tuf-Tite Speeci LevelersTM TM si- two feet of the Distribution S-35 Pipe Seal,for: • Control the flow of effluent from the Distribution Box.Simply tt ihoen t o Flo-Holest op theisaftiotwhe 12 o'clock po Box.Recheck the level of the • I Sewer and Drain box,then backfill up.to the II SDR 35 MI ASTM 3034 insert a Speed Leveler into each it,IRTIT top lid ridge. MI Thin Wall II 1500 Lb.Crush outlet pipe.Rotate each Speed 5. Install and adjust Tuf-Tite S-40 Pipe Seal,for: Leveler so the flow is distributed 410 40 Speed Levelers. : as desired.Available for 3"or 4" gr,--,-::-•.., ..;:-----,... .rifi'.1".: • 6. Place lid on the Distributi •Schedule 40 on II 4" Box and finish backfilling. . P-10 Plug,for unused holes , , . . , . TE ' • . • 414 _ • Drainage and Septic Products ',.)0 C.. . II I ""'Rz o' pero c.'"D 6. 6,x.%0 1"1 -. Water-tight . ,iti•AVVIX•fteontrW`-!*; ,Lids and Risers -...•,,,,tt, .. 4,41,etto. -,..,54,.... .,.T1.1 . 'Z'kli by Tuf-Tite . . '.;:gi',7Z?..1,1,14.17-1V-4,..y.'.4.,.„,,act,•t-,i'kr",* • 15rFE11) 1 m•E v‘I El"Ela iis).-.fr:•':0.044:4Wk.fiVRY'';;!'•.,•'..,9.4?; '..1 i Z"W'f't ' ...;•g.11.'"Ai!°-;`.;?•.'-',.11."g0 ' ''.- ;,---'4-^.&,., - Tuf-Tite'Corporation '-!'-a,Ni,-,,I.*•,*Z, :4-ea,',.;,.f..„,F,. 14.4',‘..-.,1.:-.,-,:f•-•-• 1125 Old Rand Road • ' '1,"1-..,r:,:4""%,7..."''''7,1'-e,f- - ''''. . Wauconda,Illinois 60084 ,,,,. ,..,. - . -1- F-42:012... 1) 2.;-,i,,11)0 --;-_-,0 o r,/.3,0.;-.,,F• :-I,- fi- ,..:--,--:,,,,,-. 1...• k:-:•.'' . -, -,-----. ---",..J, u, • • , .,,,,,,,,-. --Lt.. ' ..,- cla, . . . . • .. • h=4i • '"Iz'i 4..!'.,...„ Jr,g . ..--_-) 'C-- (7-':'''' ':4 eei .. -1'.);.•i' , :.'-.I.;;ke ter' i'.g173,'";,3.1-. ' • sr,•(5 1.N..„ . . . • , . . . •. ©1998 Tuf-Tite®Corporation ' Form 6HD2-2.Printed in USA . . • i . ' . ..:errc:e::.tvt^d.�a^..r.+As.GIMC,?,v5!syaeSM'l1'�lt+ls�-:^rid:•:n .s,v n:..�- -.....y.7••,- c., .. ...... ... . .. sxau+tsrays:.ratewr..w.+wwn.«...,.v.-_...-......_....-.._......-..,........,,,,.,�-.umn�.�..er.... .�... .. ... .. ,.. .. OBSERVATION PORT INSTALLATION DETAIL 7 WATER TIGHT CAP INSTALLED AT GRADE FINISHED GRADE — — -- _ 3I Lt i toni9: St �1/ 'Jt > f 'e I I S'yt1C') , t'O:" 2 5 :tC ;J ' P `fi SUITABLE BACKFILL MATERIAL PLUS A MIN.4"TOPSOIL AND SEED TIGHT JOINT 4"DIA.NON-PERF.PIPE �— CAP AT END OF LINE ABOVE CONCRETE SAND4"DIA.DISTRIBUTION PIPE --- — ..—.- FLOW —' 0 0 0 0 0 0 0 0 0 0 _1. 1 O s ,e,,, {�Jiu• •f. ,At,.,'5-° C3RUMW —EMIT EEMryx�__ q�ti_ i�' '� i3ld�I+',�',P FON "MOM z OOWs Kg i-IL , •LOW — o., jOrfiq`3' h n �r , naf,�'L.,. ,r . CONCRETE SAND iak-,_,I: WIRM r. - Z'' 10,_We a ra'i" igf ' dt fla _ r i y yilt' ear �f S '1 s ' r� .e � 5. �1. • Y • 0,1,h �F U{zi +'•Y ,�•� f^`5��r�.� , � itfti • a � !. C t PERMEABLE GEOTEXTILE SURROUNDING PERF.PIPE TO TOP OF CONCRETE SAND PG 13 / FIG. 6