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HomeMy WebLinkAbout03191 I a, ,f' 4 .• i e S 11 F i , GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N_ 3 1 9 1 , 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81801 + 1 Phone (303) 945 -8212 [V ! 9 4 k \� p �_ lll/,/�� "' " This does not constitute ' y � / t 7 1 0 INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. Cj p ? PROPERTY 3 f -1 9 _ 15�Gj r K i 1 • • Owner's Name 1 /w a / 1 1 • ► Present Address 0011R5 igc k, ! Phone `a0 - -134/3 f n , • Sy L o ca tio n oo30 fa_i -a t A aAe C-iU Y) Z«01 • 1. f t• Legal Description of Assessor's Parcel No. 4 7 i. i 1 SYSTEM DESIGN i TT ) 1 L J ° Septic Tank Capacity (gallon) Other I ,it Percolation Rate (minutes/inch) Number of Bedrooms (or other) ■ i 7 ( Required Absorption Area - See Attached tl • N ; d i 1 Special Setback Requirements: e Date Inspector i f y; f ..1 FINAL SYSTEM INSPECTION AND APPROVAL (as Installed) f , • Call for Inspection (24 hours notice) Before Covering Installation - System Installer n t C V A 12 1 C CS A U 7 N t r. 3, ( h ( c - i a -: Septic Tank Capacity ( �" S d ;, • C 0 ec CAN {7 Septic Tank Manufacturer or Trade Name r . k Septic Tank Access within 8" of surface \ 1 E S a ■ + U t a i Absorption Area T E N �' �—S F S 1 T S k ' . Absorption Area Type and /or Manufacturer or T ra d e Name 1 N F /L T A T 0 k 3 0 Adequate compliance with County and State regulations/requirements `( C r f : Y t i t p 4 • , Other / Date --- Z -1 1 7 Inspector A A-. 1- V �` j « ; RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE � -. • 1. i 3 *CONDITIONS: f 1. All installation must comply with all requirements of the Colorado State Board of Health Individdsl SewageDisposal Systems Chapter 25. Article 10 C.R.S. 1973, Revised 1984. `' t f 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con - ° s nection to or use with any dwelling or structures not approved by the Building and Zoning off ice shall automaticallybe a violation or a l requirement of the permit and cause for both legal action and revocation of the permit. e 1, i 5 3. Any person who constructs, alters, or installs an individual sewagedispoeal system In a manner which InvOves a knowing and material 4 variation from the terms or specifications contained in the application of permit commits a Class 1, Pett9Offense ($500.00 fine — 8 t r ■ months in )ail or both). t White - APPLICANT Yellow - DEPARTMENT r INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER en550i / IQI K rJ / �^, �n /) , j7 / ADDRESS On �.� Lim f da,,.,t a 6. C. l io , O /6FHONE 9 c9-P `- 7 3 CONTRACTOR 4 ADDRESS PHONE PERMIT REQUEST FOR (j‘IEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town G /e...„ wd}9 � f r I w� S Size of Lot 7' G 7 4 Legal Description or Address , d �` e WASTES TYPE: (I4 ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms 5 Number of Persons ( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (i1'ELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: Me-- 5 f h en »-- DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: /Zi/q Was an effort made to connect to the Community System? -471 A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table, Percent Ground Slope 2 T ' TYPE AF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( tEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: ( 121 ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. Name, address and to 'hone of RPE who made soil absorption tests: • S. K Name, address and telephone of RPE responsible for design of the system: J 4 - kit GA-w the ••- •e-' - , "° r 2, tr2.s. Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed / !j�/(/ G? Date / /9I PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 • • • fie 7 _ _ %N87 °56 .09 9 11,X, __ / _ _ 104 66.43' ao o . v / / N . , , +N LO 2_4 V r'r)w u p \ o" - —. 20 Std. , 10 S tore ly trench _ \\ -��� In series, 10 S rltmt a 2nd -\ __ \� Cl trench. Place parallel to contours. _ �- rj I °v 1 second row �1 lower. � 24' to 36- bury to lop of chamber. - ,3 - Fred ? 6e0te - to' inspection port on each end k4lota]. _ • , match contours. '-. �. � _ , " 'o See septic application -�� � ..-/-\-- -- "3 - 4or � noh stuction /g . _. ._.- k� 30 "x30';rnr+elte �\ __ -/ - ......., _ a a lash v .�EVryo o sp bloc equal!! n _._ . l _ \ e� ®ncon � v oq testin v. ipJ All / e / a . ( 6 2 0 9 \ f 0 Scb40O2In Ir BetL.n chambers Use ' I Bio E /fluent 1250 gal eq - Filler + o r coulJabnt Septl Tank / ... - ._ / _ out 3 below _ nv s min c r p� 3.5 house - 6T pipe �-y r / Llwn -w[ use �1 � L� J D in ��� . 1 1 L E VE ^-. 4 BEDROOM co N. 5 BA�li , — = b L3 r Ecc r co C - 177.15' N.v - 0T 27 , 30. 6 ,, 8S7 � , R_6 25.00'1 L O T 28 1 50.86 ' AREA 1.03 Ar. ' = te' _ _ 87 2 6 :______ 9 _E L _ '5"5.9-----S82'32--------- � � E I� __ E R U I mo_ 02 E �� —_ � = 11 04' F A • kit ■ u DI • ■ 100 feet Leach field to well (if one is ever drilled) 50 feet Septic tank to well (if one is ever drilled) 50 feet Leach 10 feet Septic system ditch, propertyli or water course. lines. 5 feet Septic tank to house. NOTE 1. ALL SEPTIC WORK TO COMPLY WITH THE GARFIELD COUNTY AND COLORADO STATE HEALTH DEPARTMENT REQUIREMENTS. 2. FOLLOW INSTALLATION GUIDELINES FOR: CONCRETE TANK— BY COPELAND CONCRETE. LEACH FIELD— BY INFILTRATOR SYSTEMS, INC. 3. ALL SEWER PIPE TO BE SCH 40 ® —2% min. slope. 4. INSTALL 4" AIR VENT /INSPECTION PIPE AT THE END OF EACH ROW OF INFILTRATORS. VEHICULDARCTRAFFIC OVER THHE PIPES, & TO PROHIBIT V J DESIGN CAI CULATIONS: Design Flow = 75 gpd ( 2pp bdrm) x 150% x 4 bdrms = 9OOgpd i / - -� Design Area =N/25 min/in. z Des a Flow =i x 900 = 900 s 5 5 \\ Nis, Infiltrator Area = 50% of Design Area = 0.5 x 900 sf = 450sf _ � Infiltrators 450 sf = 29.03, a -- 30 standard uni . '. �6 15.5sf /inf _ Tank capacity = 900 gpd held for 30 hours, therefore a 1125 9 �- gallon tank is needed. Use a 1250 gallon two compartment tank. ��� NOTE: All contours shown ore for pre — development. o,Q Ec ,9' ,� m _ , /i ,PE c._; i 25044 cc 1 �� ' 2 9 `L \ �• 1 � � + O � cts �l Ju Y . G 1 -___fr_ ‘k ONAke x 44. See house pion R0SS0\AJ for dimensions X11/ -,�; SEPTIC PLAN Lot #27, Westbank Mesa I TOTAL AREA: 1.20 Ac. SCALE -: 1 " = 50' JULY 27, 1999 SURVE Y BY: Jerome Combo & Assoc. SEPTIC E NG. E3Y: Jerry C. L ow, P.E. • s . •fr. ' . - 11.; • 4...7"*Sa-s• 4It e ali ttaft CSii . , • Orenco Systems Incorporated • , • • _ • • - • 4 4. • B otu I) G 7. rtzt Eff I ue 4., " - • a rot r te • ' i [te . r > " ,' • / • • • . • i • ,i,„•411:z_ ofir - . • - • • • • . . • . • , , . • • pe . . . „.• First -Line Defense for Your Septic System y a _. H u ::.. It t'- �.., °iX . .,7I>"3o w a c g A 7 F 1. , ga l l OSI's patented Screened Vault ' 1 ii e i s ' , Technology retains solids ' I" i ' y within the tank, ensuring that high quality effluent is discharged. y ou've put your money (or Now !t Works Once the effluent has been filtered your reputation) into a through the Biotubes, it flows quality septic system. Effluent from the relatively clear through the modulating orifices at Protect your investment with zone of the septic tank, between the outlet of the filter. OSI's advanced filtration the scum and the sludge layers, If inflow becomes temporarily technology. enters the Biotube'" Effluent Filter excessive, the fluid level in the through its inlet holes. The OSI BiotubeTM Effluent Filter tank will rise as the modulating dramatically improves the Effluent then enters the space orifices slow the flow through the quality of effluent discharged between the housing and tank, allowing maximum settling of from a septic tank by preventing Biotubes, utilizing the entire solids. large solids from leaving the screen surface for filtering. tank. Particles larger than 1/8" are detained in the interior space, where continued decomposition of organic material occurs. Pure Performance The OSI Biotube'" Effluent Filter is the most advanced in the industry, engineered tor provide maximum Extendable PVC Handle protection for your septic system. 1 PVC Cap Air Vents Features and Benefits • Improves effluent quality. - Sealing Ring (TSS) is Average less Total than 30 Suspended PPM, nearly Solids „ �' i, 2 -1/2 times lower than a non- I screened system! F • Allows for smaller diameter Polypropylene MeshBiotubes drainfield pipe. }} Lowers drainfield material costs. ii • Superior patented design. Extends drainfield life. Reliable, " 1 i i corrosion -proof construction. • Easy installation. Installs in minutes in new or I existing tanks. ' Solid Base • Simple, hassle -free E,F,i,�,' + , }.. maintenance. '-" t.• * i I "41 Outlet Fitting • Available alarm. n:4 E x Y {, Indicates when maintenance is ., needed. : iil o �° • Ideal for variable -grade sewers. - > , Sy. a.Ft E „ f % Allow reduction of the transport ` z - ` . � ` ° :: line s ize and associated costs. ;� : ,sS +, 1 PYCH } : �` j� , f a;3 - , � ; $, t s • Custom sizes. 1°1;1' a ., * < • ; Call for availability. lnletioles �, `' ` $ ` ` J ; Y w , .,, K i } 6 , T } yt 4' S ti - , 1 A 4 0 f 3A e e r � j c! , 9 + rti . . . S i p �.,. C' t t c } � F e,y, s ^ � 1 4 � l a , , r a f' } r S , n S y'1; }47, r k�4 �F! 1.,1:4 ,. 4 t Y «f'ry 4 • f��,t Sizes and Applications 4" Diameter 1 ', Best for most residential applications. ' 6" and 8" Diameter r } r' "', .x " .; t° t + Ideal for larger residential < :. } c,> a * 4` ',: rd , i { 't' applications, such as large homes or • duplexes, or for small commercial i . flows. II_ 12" and 15" Diameter i For larger commercial flows. ( _ 1 °' = Multiple filters may be used to accommodate larger flows. Excellent far: • Gravity Septic Tank Filters • Effluent Pumping Systems • I • Dosing Siphon Systems • Grease Trap Filters • Industrial Process Filtering • Groundwater Remediation OSI Biotube'" Effluent Filters are • Variable grade sewers available in several diameters, suitable for a variety of Custom designs available to applications. satisfy specialized needs. 8" and 4" models shown Excellence in Engineering nnovative and internationally understood and widely respected, OSI's engineering accepted. team in cooperation with university partners has OSI's thorough testing and pioneered advances in waste- research program ensures water collection, treatment reliability and finds answers to and disposal technologies. produce the affordable, high - Due to these advances, performance systems that our methods labeled alternative in customers demand. the past are today better =_ i y it A� s .e b f . , _ fir__ "OS/'s equipment is user - friendly from 0, ', ,, the standpoint of a ,app lieatroil, r p � 'i9 instal% t r . arid" mo A ,, • Jk p n A r -, a. t $ k, � , : �i r r Nf q Y ; r " , . * � r -'� I l, -"."444,,. t r ■ ., 1 +� , 14 1 kit #y .�.: 1 t " f '�' t r xA t �' V .. y I ),11 ! I" *411 'h N r +* �;yt b"� y e, w t r t � a II l '? i k Y r I f there's a place where people , residential and commercial - areseriausaboutthe • , wastewater handling problems: ' environment, it's Oregon. fn To complement its design and . onsite manufacturing functions, OSl wastewater system failures during invests time and money in a , the 1970s, Oregon's Department of continuing research program, / Environmental Quality halted new often cooperating in projects with septictank installations until colleges and universities. hazards could be corrected and , fiirther failures prevented_ • BecauseOSls team ofcivil. ` Douglas County, Oregon, invested environmental, mechanical and , in an ambitious program to clean erectrical engineers works • ,.• up focal problems and to ensure exclusively in,ort-site wastewater the success of new systems. A treatment it is able to offer '. dedicated group of engineers unmatched technical and design sought out appropriate assistance. In today's world, the ` wastewater technologies, rules are constantly changing_ At :;, designed and monitored OSI the goal is to help clients ' demonstratian projects, and then . make efficient use of technology. r' herpedwrite new onsite . to achieve a sensible; ' wastewater rulesforthe state. environmentally responsible solution for every individual i During this process they project discovered that much of the equipment required to implement their innovative designs was not commercially available. In 1981, yseveralofthese engineers ! • founded OSl to'manufacture the specializedhardware they needed. ® ® Today OSI is a rapidly growing firm `: dedicated to the creation of cost ' effective, technically elegant ,,,f 41 ,r `solut a wide variety of C-- P { Orenco Systems' Incorporated OR 5 814 AIRWAY AVENUE ,ME '.11. d t ai „� E,., ; surn[nu.v OREGON 97479 9012 �rFiC ?N: NOVEMBER . �„ { � ` ;, Phone Phone . t , (503) 459 -4449 (541)459 4449 1 ` . Fax Fax _ • o v y __,.,. , rgf _ _ t -___ +.- co ; 4st (503) 459 -2884 (541) 459 -2884 • Septic Installation Instructions INFILTRATOR For Infiltrator Chambers. SYST INC --.41, j � j4 *iv., r3.: p . -`. .. 1 • . - „ r - r 'K! 4 am'^ • . Jf i; ^ T• . y^ ' a 6,. • .9' ti .M . w V ?^ y _ ! y y la r4 %T»% t1 I • ' 1 � .. ii i • i 4Y .r, . i -r " L't ..... y r " r � 4 Jvw �t l PN n'+Sa �� � ' �1'� O tt V T fY _ . • `.Rr•.`^'ttl 'rr =' `{� ..! 4C = +„ i i Q b wy.�+ _. t • l f �•. fi' ° c�X.> • n`' Ahl •a i$„{4'�$�-44" .e.. • + i ` -1S-4 r . ' r Q't� r e .•.� Al a ! r. , - � i A y' �1 +� • tea • �l . 317 t xx s r 4 � 1 f � V _ .p 1 y.� •, :3#.--# :ter .m 'j �( } 1 i11 -• r h✓ dT 5 TF o'\ .r r., rah '`,� . yy .. � � ..,,,.. f� .� l At,'" ..f'+ ,} : n o , , f + r t a` ` 44 t . 4, a • • ,d ' M�: R ' •. e .. +`� /.• � g a g'y s. T �.n y r F sfi 9 dj'e ' y t n v' "` r r T > A4`t ., y•.�.rt " ry � " �, a r ..,. L ..+ .. A r /' t v 1 'er n ^-# ;1' l'�'.a , l#S 'l s ir _wn.. wire . / } i ° a a A. r i N. �}ar R :. J y r . '* '" • "' 4 ,•ar 'x t 1 . Ye � tt - > T f i 4 , ^ y ,R ..:4; a '' n .l c. tS�i �`S _ Y- •.na..i � { ' . �it4 } '�LrF1 � " - ^r • + 1 . V + P + b 4 . o-+d 3.... K /` -, t i t .v . • C' a t'# ' rase W : . e : sr.' + ` �w , v7• . .2 N ; "+ K fi t') #R „3 Y •. •y,..' +� • w ri a las ' %. ... x ..:. .-y r s r . ... .......% �� .►- _ -- �.�... sC' e r 74” A•± � , . - 1.. . y ry Y ••e al f( y ; '. - ..ye •.r �. - y ' { _�11i1Raa w' � T ys "'n . � .: I� � 3 � w c L '� 9 F . ; } . 4 �^ I� / r M,4 1 1 ( ' ( � ` j y Tj• a t.Y, !.,•y. a '. ; 1 14.. %•1 i cRr� • • • { i _ 4 5 1. k C A . + i .. ' .' s r • Before You Begin... Remember, Infiltrator chambers can only be installed Like conventional systems, Infiltrator chambers must be according to state and /or local regulations. If you are installed on sites where the soils and site conditions have not sure of the installation requirements for a particu- been approved for a septic installation. Be sure that you or lar site, be sure to contact your local regulator. your local health official conduct a thorough site evaluation Photos in these instructions depict a Standard Infiltrator and determine the proper sizing of the system before pro - chamber installation. However, instructions also apply to ceeding with an installation. High Capacity Infiltrator chamber installations. Excavating and Preparing the Site. "`:41C *dbi�5 • a ` � , � qI , " Plan the site excavation by staking out the location rf ` X y • x .' of all trenches and lines. Set the elevations of the tank, ° ° ob o �° ' piping, and trench bottom. • *- ,, E ;1 1,. .\ --a- �� '" i ' 9 Excavate and level 3 -foot wide trenches with proper ° " ''"r" C Ham center to center separation. Be sure trenches are level or ,.. `; r ;` K k a fi ' : have the prescribed slope • -4- ~ " s . k l S ' El Rake the bottom and sides if smearing has occurred t t 1 ,a at z ' r ` ~ • while excavating. Remove any tare stones and other l a t �+a debris. a $ Check to be sure that the trench bottom is level using a 4 -foot level, transit or laser. Leveling the bottom of the trench. Attaching the End Plates. .__ " Attach the end plates on only the first and last ' ; •u' .1i-e" chambers of each trench. v3 ��� _ _ � / Screw in the 6' x 8" splash plate at the bottom of the , -- ,4 e open end plate with splash plate pointed so it will protrude y -' : into the chamber. 'g`y '` D Secure the open end plate to the end of the chamber. k t t , i; .; ,, , ! tg�yy •For SnapLock" end plates - attach by inserting the y ` °,.mss "r,' i • ; '� tabs on one side of end plate to the slots located on r4 ` , ilk \ `' , ` the flange of the chamber. Hold these in place and Attaching 7 i 1 firmly tap the other side of end plate to snap tabs the original 0 '! 1 , •1 \- into slots, fully engaging end plate. end plate. r kI • For Original end plates - attach by inserting F 2" screws into the 4 starter holes located on L. ' • the chamber flange. Attaching the SnapLock 4 ( © Install the closed end plate on the last unit with the end plate. ' ,I y knobs facing into the chamber and secure as above. r Guidelines It is important to follow these guidelines when using construction machinery: • Avoid direct contact with chambers when using a large- wheeled vehicle, especially if the soil has not been compacted. Always be sure to have a minimum of 12' of compacted cover over chambers. Chambers with this minimum covering can support a load of 16,000 pounds per axle in all soils except sands. • Only drive across trenches. Never drive down the length of the trenches. • To avoid further compaction of the soils, never drive heavy vehicles over the completed system. Installing the Chambers. : a . ® Check the header pipe to be sure that it is level. ` _ d ® Set the inlet pipe invert at 7 from the bottom of the , A ' i ° St ! trench to the bottom of the inlet when installing Standard e y e a _ `- I. Infiltrator chambers. • NOTE: When using High Capacity Infiltrator chambers, . s. IN '-:, set inlet pipe invert at 11 '. a. ' ® Place the first chamber with the open end plate . A 1 •_ • # ,; at the beginning of the trench. e 4 Insert the inlet pipe into the end of the chamber. The ' pipe will only go into the unit 1" before it reaches a stop. Setting the inlet pipe to 7'h". 0 Check this first chamber to be sure it is level or ‘ 'A w has the prescribed slope. P `" .. M ., S / .1 1 ; . 6 Secure the inlet pipe to the chamber with a screw. ? , . J . .rte \ a s a f ® Place the next chamber onto the previous chamber 3 ;, H 1;. at a 45 degree angle. Line up hook on the center end of Aglao, �y'6c , r J5 k the chamber and lower the chamber to the ground, .. µ � t.. , r f i � engaging the patented interlocks. } v r }� 4 t- .. .•�+'. �+- '' °-'r ' ,�' ' 0 Fill the sidewall area to the top of the louvers by it A d' i pulling soil from trench sides with a shovel. Be sure $ ' y , F p s the fill covers the louvers, J n ' 9 Pack down the fill by walking along the edges . I ssAn44 - !eo •'e _ _ �/,•� i, of the trench. This is an important step that assures Placing additional chambers into the trench. correct structural support. 10 Continue interlocking the chambers until you have F , q-- installed the correct number of chambers for that trench. l' , The last chamber in the trench is typically the one with a closed end plate. As you install the chambers, check to ar� , ' ' _ ' be sure that they are level or have the prescribed slope. • �-a r .r. .r,'' � / - ' ® Proceed to the next trench and begin with C- _ . step 1 again. _ c b 'p ",'. , �' . Vii` , ' - it -44 . e °* : J ,', Packing down the fill along the sides of the chambers. INFILTRATOR ., SYSTEMS INC Installing Inspection Ports. la Using a hole saw, create an opening in the pre- a Insert another piece of pipe into the coupling, marked area located in the center top of the chamber. cutting pipe at or above grade. Be sure to use a saw that matches the type of pipe p� being installed. CJ Attach a threaded clean -out assembly onto the protruding pipe. El Glue a 6" long PVC pipe into a coupling. 6 A small valve -cover box may be used if inspection © Insert the pipe into the opening at the top of the port is desired below grade. chamber. Notice the coupling sits on top of the chamber. Covering the System. Before backfilling, the system should be inspected by t" 4, Ato • a health official, or as required. rf� r = r r r � y,-. + 11 Backfill the trench by pushing the cover onto the d . units. Keep a minimum of 12" of compacted cover over Y ' K } the chambers before driving over system. Do not drive c-T 'a' F w over chambers while backfilling in sand since sand does 7!•.' . � �T!y Yr not give adequate support in any septic system. i ti s ° ,,• When finishing the system, it is best to leave several f l , "� "A inches of soil above the trenches to allow for settling and i— • , r: 5-.0 be sure that runoff water is diverted away from the system. When system is covered, the site should be seeded a . , + ^�" . ':, f `. a h > ;a or sodded to prevent erosion. Backfilling the trenches. For help and more 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 INC Leading the way in septic and stormwater chamber systems'" 4 Business Park Road, PO. Box 768 Old Saybrook. CT 06475 800 - 221 -4436 860- 388 -6639 FAX 860 - 388 -6810 Infiltrator is a registered Trademark and the following are trademarks of Infiltrator Systems Inc.- ©1995 Infiltrator Systems Inc. Printed in U S . A02995 contour, Equalizer Maximizer. MrcroLeachiny. PolyTUff, PowerArch, SidevIinder, SnapLock. 2G 1 • 1 U a • N. cc 1*1 g m I Q .1 _ �1213�NI--� o E o It L � � I■ oN 0. M LL p C) CV Z Z It C -2 Q _ •1 • ce N g o I ° N cm III N N 3 Q I a. W = c H o II • f g 1 Il ° SI 12 L� _ N J I .----N • • Standard Contour Chamber Specifications. Contour chambers have end. Th e ■ I _- � S - _ _' - I — II angled extender on one end. This _ 1 unique angle design can be adjusted ' _ = within a 3° to 9° range, allowing units III fin be laid out in a curved pattern AN I L. I ° forming a 120' to 40' radius, respec- Il.N I lively. This Infiltrator i n nnovation is ®• ID L 34 ideal for following land contours in n mountainous regions and for fitting .1 I. I L. I o�• into cramped building lots. Ill , • II�� 1 ._ � ■ I— i The angled extender can be cut �� 1 M _ 1 ern off if desired, forming straight ■1� r - — _ �= / chambers which can be intermixed = �_ -- with contour chambers for special -H 6° L 7625" trench pattern designs. 1�1��11 r �l I \ I Lt I� A I�� I�� /111 1 -1�1 1 1 1a1 =1a1 (�f - 414. ' ,• ry i�� •.� . I��I SW ON Mt Ida 11 ` . I .' ,� • .. 4 1:1,1! �� [�] � � �� M ■■ ■ N I■ ■■ r lit tt gm iis Va �� it /I / I :: 4,-, It ! ig ; i ■■ u■ ■■ ■i II !! 0I -1V Three Contour chambers - -mil — - 11 1 11k- 4141 < lial l al Ip1 -1p1 111* connected end -to -end for curving leach field installation. Hillside installation with Iwo curved trenches of Contour chambers makes effective use of a limited residential site. Features y . ' r 2 • Curved layout capability accom- "' t.-- -.- -1. ' s°e! �' " ' modates natural contours of the 4 '' � a - a A , land and maintains constant "1 c rr ' = 11 11 , I , shallow trench depth. . I1 �) � 'E � �� �1: =F � __.0 ^, 'I :. . , : • Bguiare provided for 3 I w II ) � , r t / if • All other dimensions are identical �1 + to Standard Infiltrator chambers. �r s ,�• �, ��' � � •• Contact your local Infiltrator 4 q ' t3• �f � . ��� Jail,' t , /`- Systems representative or call 1- 800 - 221 -4436. +r ` e !f ". ir' S :•° ' � r a 3 m . f � e. ° 1 �S ! ' � e n�" a , -; ? : :- fi r u r r �! `e y � pp , i ps t o • a" k ' »'%' �'�' I I ' I /~ l v r `. j f l , g , ��• � �r INFILTRATOR. ' ,� .�, SYSTEMS INC 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 Infiltrator' Is a registered trademark of InlAlrator Systems Inc DO9 4/95