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HomeMy WebLinkAboutPermit Application 5-5-3 Lane~' '. t. , Count)! ,Ij>.J\~"", ~:,\/~ /' ",,---,y ~ /'~).-~'Il 5>.5\5\5'-."" Public Works /.:p. PTIC'N' T'S' COP;'Y..' ~L: ..~ L...A.-r ~.A. "'. .. . , SEPTIC,INST ALLATION PERMIT SP057138 . (.~nE '_..,.__ Dunty .0)-\-\ .~ ~~ Parcels: 18-03-02-24-00600 'Site: A ST SOUTH ON 2ND 11 BLOCKS ON S SIDE 1259 S 2ND ST SPR Applicant: , WISDOM JEFFERSON & JULIE 924 E ST SPRINGFIELD OR 97477 Owner: WISDOM JEFFERSON & JULIE 924 E ST SPRINGFIELD OR 97477 Site Inspection Number: 93-510 Work Description: INSTALL SAND FILTER SEPTIC SYSTEM Syst,em Type: INSTALL, SAND Issued Date: 05/03/2005, Expiration Date: 05/03/2006 INSTALLATION REOUIREMENTS: . . Projected Daily Flow: 450 gallons ' Septic Tank Size: 1500 gallons Drainfield Size: 150 feet Trench Depth: 24 in. Special Conditions: INSTALL DRAINLINES ON CONTOUR IN AREA AS SHOWN ON APPROVED PLOT PLAN CALL FOR INSPECTIONS OTHER REOUIREMENTS: 1. Installation of an effluent pump requires and Electrical Permit. . 2. Install disposal trenches on contour. The trench bottom shall be level within a tolerance of plus or minus one (1) inch over the entire trench length. 3. Minimum of eight (8) inch fall from top of septic tank outlet to top of first header pipe leaving D-box. 4. New systems must meet setback requirements in Table 1. 05/03/2005 Date LANE COUNTY ON-SITE-SEW AGE OFFICE 125 E 8TH Avenue, Eugene OR 97401. PH: (541)682-3754. Fax: (541)682-3947 TO: SEWAGE DISPOSAL SYSTEMS PERMIT APPLICANTS FROM: LANE COUNTY ON-SITE SEWAGE SECTION You are required by law (OAR 340-71'-160) to be in possession of a permit authorizing , installation of a sewage disposal system before construction of your septic system can begin. ID. addition, the law specifies that all work on said system must be performed by a person licensed with the State of Oregon Department of Environmental Quality (DEQ). The work can also be completed by the owner, contract purchaser or their regular employees. Before starting any digging, carefully read all the specifications on the . installation penmt, plot plan and plans. If you have any qu~stions regarding installation procedures or specifications of the approved area, c~l your area sanitarian at 682-3754 and they will be glad to assist you. If you intend to hire someone to do the work for you, you should make sure that the. person is licensed with the DEQ to perfornisuch work. This protects you as the consumer, as each licensed installer has to post a bond and is liable for the work performed. To check the licensing of an individual, you can call the Lane County On- Site Sewage Section at 682-3754 and we will check for. you to see if the individual or . CObL..:.ctor you have chosen is licensed. ORS 454.705 (3) requires that every licensed installer must provide to each permittee (owner) a written notice of the name and address of the bonding agent and of the permittee's rights. This must be provided before the . . work is completed. We ursze you to request this from the installer or contractor you have chosen prior to hiring them. When the construction of your septic system ~s complete and before you backfill, it is necessary to have the system inspected. To obtain an inspection, make a drawing of the system as installed on the detailed system plot plan (As-Built) fonn provided. Submit the completed As-Built form and Materials List form to this office and the inspection will be scheduled. Final insoection for sewa~e ~vstems caDDot be reouested bv teleohone. Do not hesitate to contact Lane County On-Site Sewage Section if you have any -questions. . LANE COUNTY ON-Sll J!, SEWAGE SECTION 125 E. 8'" Avenue I PubliC Service Building I Eugene, Oregon 97401 (541) 682-3754 1:\myfi1Cli~ ,hr. Won! , Property Description: 7~(J5- 7r3g SAND FILTER INSPECTION SCHEDULE. . 1 ST INSPECTION: (A) Construction of concrete box or PVC liner (B) Underdrain/liner boat/filter fabric (C) Sample of "Medium Sand" available for testing by this office 2ND INSPECTION: (A) Filter sand in place/gravel in place (B) Dosing system: (1) Septic Tank (watertight) (2) Pump package/switches/valves, etc. (3) Distribution pipe (4)' Pressure test . (5) , Sample of soil "cap" prior to placement 3RD INSPECTION: (A) . Soil cap in place (B) Drainfield (if applicable) . (C) Audio - visual alarm system ab/sandflt.sch ,~\ -"0" F " Drainfield Lines SEPTIC SYSTEM PLAN SCALE: 3/16" = 10' Location: 1259 S. 2nd Street Springfield, OR 97477 Owner: Jeff & Julie Wisdom 924 E Street, Springfield, Or 97477 747-4177 home 915-6530 Cell ~-:s:.~~ OS \0 House i , \ \ ! \ -=--\-~ _ _' r-o.. \ /"R\ \\ \\ ~\..X'\l~ ....{."",.r P'" " "" '" ~ .;-.<" t;;:'f';'T~1i"', ,~" .,l.../, f" ~"P,.~''''~ ),;It,,.J,. ,J ~ C)'Q......... 4 \d-C\ \OS V--/& ...----.---l- .-.-..'''\ ~ \ \ \ ! \ ! \ \ ) Y-' -~.I"\ I ~~ ! Septic ! Tank 1 \ \ \ S~!~?~~t~7(/g ~'~~rm - f.c"f'1;: .,-'. - Dt-..~~ '._ _ t"""- _,_ . hM'/l~ -o:v ~ L ..1' p. -.'. lMc::~iJ\ .. . .: E\I\V\~O\"- r;'iH ",,(Nt! ~ ,\",o.J . '"' 0 .E?lt:-qj~S-( v \ \ \ Sand Filter ... ~ .....; ~;;'.: ~H.(t1'.,;.4 '.~d;~7 ;tL;~HJ.'~:S::'~;: ,'~ "."~ ."t_ ~.~. -~~ ';: ,;,~~1_::;;'fH,P ti\.: j ~ ;.' <;~( "ll 'c~': ~:j-:-!H!f. ,.;.}!Vt""., J~'~ '.~ '-"';, ;.~~ <!..,'':!' ~~';';:.,~ t.;1:;';,,~r.im:'~ :...:. ~"?.rl" ~-- ~'~.If.. f.;~n)~;~e,{..,j:'f' ,~~~).,~:- , \:0- ~. /' General Notes: WI1.UHETTE GRA YSTONE INC. Tuk Votamu: Total Volume: 1200 hi:/;. Opemting Volume: 987 1Z;t:t Average unit volume full depth: 211!al.lin.:l= Unit volume at typical operating depth: 22 2aIJin~ Loads: Top" 400 psf Latefal Load - 62.4 per ~____.._~._.: Wheel Load - 2500 lb. The septic tank shall be capable of withslaitding long-tenn hydrostatic loading, in addition 10 the soil Ioad.ing, due to I water table maintained II ground surface. Soil Bearing = \500 psf (n-ro'lllumc sllppoN bene ~f:rcJil beoring i$lf!.u or u"cqool) P. O. Box 78/6 EUGENE, OR 9740/ PHONE: 54/-726-7666 '9"Tt.. I i':---------------------J.-T;;;~~~:-;;;~~]---------------------------~---l i I I . I t ~ II AeceuPott" II I I 18" Dlameterffllmmum, I I ; ; P"'Uno n=,nn 11.., ~,I" I ; I I fit'rnlPa~ftJIye.tpaNd. some "W WL! !or inJ" "'''rn oMSl'r',s WN / : I A<<ess Port: Al"eeq: RI I 8" Diameter minimum Pontla" QCcess so that Inletfltlings 0'; fully f!Xptnu Caacrde: The walls and bottom slab shall be poured monolithically. Reinforcing steel shall be ASTM A-6IS Grade 60, fy ,., 60,000 psi. The concrete shall achieve B_ :. . compressive strength of 4,000 psi in 28 days; fc'... 4,000 psi. Concrete shall be ~ad)' mix with cement conforming to ASTM C~150, Type II. Then:: ahaJJ be a content of not less than six and one half (6 1/2.) SlIcks per cubic yards and muimum aggregate size on/4 inch. WarcrlCement ratio shalJ be kept belowD.4, (W:C O.35~). Air~lnIining agcnu and fibrous rcinfon::ancnt will enhance worbbility, curing and watc:ttightne:u ofdtc tank: however, their usage is opUoml. Seep RIDe: Approved watertIght seep nng or eqUl\ ;dent method Outlcl 63-Top Tanlu shall not be moved from the manufacturing site to thejob site until the tank has cured for seven (7) days. or has reached two-thiids of the design stren"". Proper curing techniques nrost be used to ensure watertiJ[ht tlmks. Coapler: Neoprene and/or approved watertight equivalent I I I I I I 5-:1:-.1. I III I 1 . 1 , ~ !------- ---- ------------ ------ -------------_-_-_ -_~_-_-_-_-_-_-_-_-_- _-_-_-_~ ,J / lastaUadoa: Installation, bedding, compaction, dC., shan be in strict compliance with the manufachuers standards and state ofOregoo's on-site rule! 340-71 and 73. AIlIanks shall be set IC\-el on. minimum] inch thick' compacted sand or approved granular bedding overlying a fll'm ~fonn base. The base shan be stable aud unifonn in exder to eMUfe ~Ilxuing acnm the tank bonom. 1n5lallations wilh 30 inches Of IdS or ground CO'VCf may ftlqulre additional buoyancy considerations as described in che manuracturers instroe:tiOllS. A minimum COVC'l' or 12 inches is mruired over che tDnk in 8TeU subject to occasionalligln whcelloads. AaessPort: 8- Diameter minimwn; Po.fitlQl, acc~!I:r so tha, /nl,uji.tI,lgll ~fl.llly r.xpo:uJ Test: Tanks shan be tested and ceJ1ified .,...tertight per ~gon On-Site Rules 340-71 and 73. Top View D"lnl: Dosing volumes not to exceed muinium limits set by Oregon oo-sile rules 340-11 and 73. Mu.imum pen::ent of projecled daily now: 10% to SllDdfilters or 20"1. in other applications. Maximum discharge nlle from single -.~-'r-~ --, __,t dosinS septic tank 30 gpm. Floo. and dosing In'rls may '1V)' wWri" tI,e limitJ a/lire Dn$iJe rule!l. ~ Rller and Lid: 24- Dj.. ribbed pve risc:l-wl1alchinillid and pOlyurethane gnsket m: approved . 30'" Din. required per 340-71-20(} wltdl dept" of bury greater Ihon 36'" An risen shaff ~ I2ItDched in a permanenl and walertight mann" UJ!l shalllw. Upt ~<<U'~~I'ftVtenr.d at a/llinl~-3 wi.h Illalnle.u 111ul bolls : OJ~~ L;:::.rto~;':~~I::':fO'ad"'''"'lon= : t (Bolld rh~ ruer and adapter tD8e1her w/PVC i I celrlent or l-pan epoxy Sprr.od armmd PVC '_..f'- - 2'." ,- orjiberglaurlllerntUrpler./fru"Clu'irlto 11 T I tankemhed 1-1/1-J:.) . Pos;lion acce.u por'.ro Ilral stmftary lu .littingll On! fully o:pos~d. &/gr of IICCl'U r from outside l'dge n/,wnl/ T_k Marklngl: Place mafic:ing on the upper most surface over the oudet.. Liquid capacity: 1000 !!'al. Max burial depth: 4ft. Max tfllffic (wheel): 2500 Ibs.. Date manufactured: Penmt no.: / Slope Co drnin ltWll:Y from lid :~. , , r -, : . -, ,- 8" PVC inspection port w/cap \: ..Fn-'~i~' I' - 8" captive PVC inxrt tank adapter . (Bo"d '5'~YC UMen. or l-pon epoxy) -]" 4" J.l'n~rtlJ.df!1 i-t:: '''C W~ I LL L.l.. Sanlb')' TH(I): 4" min. Di.. Sen. AO ADS, pVe or apptDved r IS"TJp. arMi".) InwLL _-.1 T~:~:m (I"Min.) ~. ~ ~ :::: >. ~ ~~...... z: .~1!~~.8 ~ C5 ~ ~.~ 0 .~ ~ CU~e'e~ ... ~. ~ 0 0 "" ~ ~ z: 1::---- ~ ~..8 ~~<i Ii: \.:) ~ :5 ~. ~ 64-la- .S7- S4" ..... '" u >... N CJ:I:>- II il ~ :... e'~ ij ~ Co e ... (OS ~QQ~ ]-112" I t /-].It:!" 2-II2"Tapcr(typ) _ .]" 51" Side View End View > 20'x18' Intermittent Sand Filter*with Pump. Discharge , 2 ' . . II Configured lor loading rates up to 1.25 GPD/FT. F080w appropriate intermittent sand fiIta( design aIterla. ./ '// .~. 15.... ~ . 30. 4- Class 125 SloHed PVC Pipe---. o~ _ -:ft __._. _:___,__~ (1/4. wide slots 2-1/r ' " /, """'- deep at 4" on center)., ' ""I, ' \/' ,]:-~- :-~ -~~~=:r - -I" lJ....l LLJ...l1 I , I '~I I I I I I ,\)'.' " I I I , I I '7 I , "J.J.J JJ...1.I '~--<: :: :: i '-( o-~ . " '''\" ,./- '-l' " ' r ^'. 0-, . _--_no __d'" .:.-....~-w . ;_......, . ,/ , 0-- ~ -..D== W.'-~, t-O if 0- ..:0 H/r pot; Morn/aM ~ End Cap From OSI Efnuent Pumping System Po\en\ H 5;360,556 @1998, Orenco Systems. Inc. , lB' 24" c- c:: :J' c. I 2)' \: ,.,' "- o~~_., " oJ = .: : l.. . . . ., . . . .' '. . . . . . TOP VIEW - 20'XI8'PUMPDISCHARGE SAND FILtER . SCALE: r ..5'~' 'Note: See additional deta/7s on NDW-:ISF-S-3 ...r-....... " ' Jo Mil pve Liner Orifice Shield 314- PVC Lateral . (wi 1/8. did. on"fices) Rushing Valve' 80)( Discharge Line Pump Basin Ai, Coil System c:;r- ~ ~, ~ CB, Orenco Systems llll InooIponded . , Bl~ NFNlAY AVENUE SUTllERUN. OREGON 97479-9012 TREPHONE: (541) 459-4449 fACSl'-'!LE: (541) 459-2BU- NOW-ISF-2018L-2 Rev. 1.0 (2/98) VAULT & FLOAT SETTINGS (PUMP BASIN) '. Total Qallons . fJLj Pllmp mnrleJ PA Joo~lI I ~ /' ..~ Pumo MLl D Float arra og ement 1'1'F.';).. ft .. ,J\YPfcircleL YE.S e: . ....- l{b" I...IA 'I"u~ct - 41.{" 20 " --} . -- . ......- Q ::: -cJ -..A ~ [~~ - ...-....- ___J.,.'J... I .:. 70" ,A . T ;;) ~ ~. Vauft & Float settiR,9 Worksheet (Timed Dosing) a.. ) , ~~ . ,~ .., t'- r , , .Jnr.t'I<I.......... r =-' PtWJ~l~J...,,~i: iX To\3l(g3J) .. 1500 ~.~ CQalL I~OO . ,~,,~(pUla), 3d.6 AI . ~, f d, L/o" '(, "\. ',' " -L' ,. '{ - " ""' . . . '.,'."~',.,."..'. ", , " ", 'l'lt} @jc" " Pump(s)~: PA3MI/ # f}tI Pwrij'I ML.L: I c> .~ o ". ~~.' '... "AJ .lftUijt '/'4f?1f , i~~..' .,'.~ .'tIo,' ,'~ "MVPi~I", , ,,'.. . ..~ .."'. i2~:~&IN4IT" '. ., . 4 t.'& ~ MnL~ s ~"~i. .~,f'. Ani ~.' '.... e.J:.' ,., I. IJI f.~ ,."t ~ '!If )"-4;00.... m, " .. .. . ,. 'Ie-a "AP~t~: . (;w. . . ..' ~;q ~, .' . ~ -: :h;Qli. ...kJa~J" , : a ~,. of. . , *~.. ;. .,.. :n ._~, ..(g' ~,1,-.n~r<J .' ~. . "'~, .1"\, . , , ~8 f()S+-~ M..Vf~)O, P(lLf~~ J r ,7'" 1 I ,:~ . liME .. .. ". .~ ' 1 , .,,~ . 1 J' I ' i'i 'i I J ....A."" 'r........ ...,. ',.~.. . 4l . "GAp:... rl.. -., I ".-- @IJ.F , n; ",.,. , . . '~ ~Ct-~ ']K . +. J . ''-~.:.. --.- ,~.- . ." .:,": ":' .~ I. V:-.' r "f..' ..... 'Ea. . . ~ '\ '. t T ypicallntermittent Sand Filter with Pump Discharge "t;:~"~~~?;!~i~;.\_<~;~:~~.~.:.~;:;~.;,{~~~r:~;~;!~. ;~;~~~.w : r !~~~~a!~r"the ~ ~~:~~t;~)~?~~~::'U:.IJ~~.~~;4:;;:..a::-~~:~t~~\.:~'":~-rt~~~ ~~i.';.:.~~~ eKcavated walls) :' !r;~~flt~~~~~~r~~~~ l~ / JIB" Peo Gmvcl Perimeter Sl!Pporl Frame 012. untreated _ p~ood) ~. . 1/2-...;. J/4. Rock ..'., Air. Coil . End Cop In cold weather appl1catlons, slope entire transport rme and manifold systsm to drain back into lank. If draining tJad( is not possible, refer to non-<frainback olflice detail on drawing NDW-lSF..s.3. Conduit Seal APVC Boot RlIer Fabric fr112: - J/4" ~OCk ~ /~ slope to dram 6"-8. ~ Loamy Sand 6- ' . .~ 1~'~_I"r.p~..JO.~-'-1 Lo~_"".L,\,,,,,,,,,~r...e ~~ C,I~('I'il~111 24" 12" '\ ,--. ~ ..... " ..' 'Po ... A ..-,. . .",. " - -. . ..' "-r"'~'" ~: Class 125 Slofled '21'" ,: PVC Underdrain Pipe t ~ (may be laid flat) '~...-..._,", JO Mil PVC Liner . Conduit to Control Panel PVC Splice Box with Cord, Grips Fiberglass Caskeled Lid with Stainless Steeel Bolts Discharge Assembly Pump 80sin wilh Crommets Rexible Hose ~ ~ Check Volve (optional) Liquid Leve/.._ .-'- - Root Assembly 051 Effluent Pump. 2- Sand Leveling Layer (below JO Mil PVC liner) SIDE VIEW - TYPICAL SAND FIL TER WITH PUHP DISCHARGE. .~.SCALE: 318' = ,.~. Note: See additionol details on NDW-ISF-S-J ' Potent 0 5;360.556 @ 199B, Orenco Systems, Inc. P\IC Lateml With Orifice Shields Air Coil System Rushing Valve Valve Box Filler Sand (refer to sand gradation ranges ,on drawings fJD-ISF-SG-1 ct UO-ISF-SG-2) ~ ~ ~ CB Orenco Systems l!D In.. ," ,c3d B'~ ~RWAY AVENUE stmlERUN. OREGON 97479-9012 TElIPHONE: (541) 459-4449, FACSIMIlE: (541) 459-2884 NDW-ISF-S-2 Rev. 1_.0 (2/98) .J Pump Selection for a Non-Pressurized System - Input Parameters ' Design Flow Rate Distributing Valve Model Lift to Discharge Transport Length Transport Line Size Transport Pipe Class/Schedule Discharge Assembly Size Flow Meter 'Add-on' Friction Losses - Calculations Head Loss Through Distributing Valve Head Loss in Transport Pipe Head Loss Through Discharge Head Loss Through Flow Meter 'Add-on' Friction Losses , Total Flow Rate TDH 25 gpm None 30.0 feet 190.0 feet 2.00 inches 40 1.25 inches None inches 5.0 feet 0.0 feet 2.1 feet 3.1 feet 0.0 feet 5.0 feet 25.0 gpm 40.2 feet 1259 SOUTH 2ND SPRINGFIELD SANDFIL TER TO DRAINFIELD 250 1 I ~ PA~oo~~h 22<\ 200 ~ I I I Effluent Pumps PA Series 1/2 hp HE I I I I I I I I I ./ 1 r j,/ /1 I I I 1 I I I 1i) Q) - I I. ....::. ::I: C !::. 't:J co Q) ::I: (,) 'E co s::: >- C a; ~ 150 " I I I "', I I I ~ I I I '\" I PA200511 1 '\I I I I f\ : 100 - I I : \ I ~ 1 I \ I r , \. I '1 I I I" I~ I I I ''''-I I /' v I I A I I l'.V(I' 1'-1 V I I I ~ !PA300511-' I' I .............1 I I I \~ ~1' 1 I I" ........ r I : I ~ III I I~IIIIII 1 '1\. I~ I I I PA500511 ~ 'I '" 1 1 ~ I : : 'I I I I --+~ 1 I ~ I 1 I (I I I I "I I I I I I I I 1 , I I I 1 I 1 I 1 1 1 1 30 40 50 60 125 / 75 50 25 I I I ,I i 1 I I I I I I 20 70 o o I 1 10 Net Discharge,gpm ~ ~ ~---5 (II Orenco Systems' Incorporated 814 AIRWAY AvENUE SUTHERLIN. OREGON 97479 TOll FREE: (8001348-9843 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 www.orenco.com Pump Selection for a Pressurized System - Input Parameters Orifice Siie 1/8 inches Residual Head at Last Orifice 5.0 feet Orifice Spacing 2.00 feet Number of Laterals per Cell 8 Lateral Length 17.0 feet Lateral Line Size 0.75 inches Lateral Pipe Class/Schedule 40 Distributing Valve Model None Manifold Length 10.0 . feet Manifold Line Size 1.25 inches Manifold Pipe Class/Schedule 40 Lift to Manifold 10.0 feet Transport Length 30.0 feet Q) J!!. Transport Line Size 1.25 inches .-::. Transport Pipe Class/Schedule 40 :I: C Discharge Assembly Size 1.25 inches !:::- Flow Meter None inches "C Cll 'Add-on' Friction Losses 5.0 feet Q) :I: (J " Calculations - 'E Cll Minimum Flow Rate per Orifice 0.43 gpm c >- Number of Orifices per Zone 72 C ca Total Actual Flow Rate 31.3 gpm - , Number of Lines per Zone 8 ~ % Flow Differential 1 st and Last Orifice 1.7 % Lift to Manifold 10.0 feet Residual Head at Last Orifice 5.0 feet Head Loss in Laterals 0.2 feet Head Loss Through Distributing Valve 0.0 feet Head Loss in Manifold 0.3 feet Head Loss in Transport Pipe 3.6 feet Head Loss Through Discharge 4.9 feet Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 5.0 feet Total Flow Rate 31.3 gpm TDH 29.1 feet : L ~ PA100511 22'\1 200 250 _ 175 I I I I 150",- I i... 125 1259 SOUTH 2ND SPRINGFIELD TANK TO SANFIL TER I 1 I I Effluent Pumps I I PA Series 1 1/2 hp I I I I 1 I 1 I I I 1 1 1 I 1 I I I 1 I 1 1 I I I I 1 1 I - I I 1 I 1 I 1 1 1 I I 1 1 I I 1 I I : I I I I I " I PA200511 I ~ 1 1\ 1 1 I 1 ,i : ~: : _: : :1,/' I I I I I /' " I I ~ I /' "I I .-I--'T' '-~ 1'"'- I 1 / I. I I " V I I,' I -1 I./' 1 I 1 I I ""'l II PA300511 1 1 I I .;( I I 1 I I I~ 1'1 I 1/1 1 1 ----+---1 I _ I -""I .A' I 1 I 50 1"1 I "I I 1/ I 1 I I I I 1 "I I A 1 I 1 I I 1 I\'~I I I II :: I ~""""""r I 1: PA500511 ~ 1 I i\ 1 A:.J 1'\,.: I ~~ I 1 I ~ [- I'l.l I I I I I I I---r- I I I I" I 1 I I L-..-I--l I I 1 I "I I I I ' I I I I 1 I I 1 1 I 1 1 1 I I 1 I 1 1 1 1 I I I I I 10 20 30 40 50 60 I 1 1 u1 1 I I 1 I 1 1 [ I I I 1 I I 1 1 I I I I I 1 I I 1 1 100 - I I ~ 1 I ""{. 75 25 o o 70 Net Discharge,'gpm ~ ~ ~-U' <B Qrenco Systems' Incorporated 814 AIRWAYAVENUE SUTHERLIN. OREGON 97479 TOLL FREE: (800)348-9843 TELEPHONE: (541) 459-4449 FACSIMIlE: (541)459-2884 WWW.orenco.com Sand Filter ,- ~ ~ 11F=1 .~ .': ELEVATION SOUTH SIDE ~..~. . ",,--- , '88 . :~ 8 8 IEtl:II' 8 ' .4J I Hi'!,,:-,:::O-':::I:::a:J::> 1:::I'::l' \:J.':' t:.~I.:lt:. ~HrILJ 0. ~!":HVt:.L.. (,... '1.1 I Q 1 (I A. N' III 1. III (" '.' I W I tl . '. ..~I~II"'Jal."I""f\ i' {~, .."b",t\ \_I,ij,/ ~IJ,'<' ..... - ~~! ~O~ O~~.::: ~.\:J':::/\:J~ CG8 #1 OMU90520 Cn/:'urg Hiitld .. I:.ugt:nt,. l )l"{ ~)'f 40fH)4f) i' i ';"",.'." II. -I1t.,f:./:, r J\,'\ :..rf 'lIj~i'W';:I~~ (Client) ~ \kL, \ \ ~ ( G\^ ~,rn \ (ProjeCt) {Lab No.} Sieve Analysis' De (t ~l\,V" <;' ~ Size Retained Percent Percent Specifications Retained' Passing' -1j~ :<-1 ~ ~ 04 . ~. :\Ln I~l,s'" .10.).., /\q ~o 4,\, l- loO \~Ol() p~(\ \ ~-. 0 01 s~. l . T~\1l 13 7. \. ~ I I Minus 200 Wash . . Dry weight of sample . Dry weight after wash , WashinQ loss (J 2~~ . I ~. s- I~ /7 IQ.o $<;17 12, I I, I ~ Remarks '00 C17 5r2.- lo ~ 11 13 I Ie (1 ~ ~~ l 0 0 ~1).Jm c;.S<gs- 1 }- - G:sO '3 - IS'" f1- 4 - 1 I I l 9-~-c) </ (Data Rec.) (Field No.) , C-l 3 C, t . [ ] Wash wi~h water [ I Wash with wetting agent UUV\. \A~~r~~ .. '~., . .. :t..,. ~~1t;".vit,'. ",.~t~t1'i,"~~' , . n~vm.' '_'. ~~ ~1if !i:!J Quality aggregate3 and constructIon services since 1965. Hr'K- ':::0- ':::1010::> 1O':l; 10.,) ,. ~ "j~~ ~{~ j,l: ~~A N r~ {~ (..JI".\VJ';M I L.a..C. .' , i .~,..,; .----,-.-.,,,..,,' ""'-"'0'" 0'_" -""'_'" _....__..,_. -'--"'-"-'-,._,_u___.._,_....,... ...__, "_" ' t:1..]L:lt: ::>Hr'-lLJ "" L:lKHVt:L ::>41 4l:l::> b::>~~. r-'.la~/la~ ~0520 Colwl'g Hfl::H1 .. r;:IJ!Jl:lm. Ur~ ~)l:t(lfl..n:Hi I .' . ....................'......-.........., '11,'#1>:: ll';!,~~.. '''..'I, I/V" ~d I "/lj!;,I;~....,.(, ceDI/.'! 011727 (Client) ({ v--c,-\'\ \. \V (m~J r c" I (Projept) Q-8-0(J (Date Rec.) , (Lab No.) (Field No.) SieV9 Ana,lysis <'~\~~ \J e (1 ' r.,\-\ .~"" (-I' 7 Sizo "Retained Percent . Percent '. Specifications Remarks Retained , Passing ,:U n ..() f CO t~.,O L ]~,~ <.c, <17 C;~- (00 ~ lq~. ~, \Y I) ~3 .gO-LCD 1 It: (r) r · (.1 I S"~ 0 . 0~ q-S-. ~)- I, SO 2. S-~. ~ /'i 10/ ~ '7 I~-~~o I 5"0 t{7 11 2- is-,ll I 1- ~ -1)- I I )(T{) J 70. '1 12,7 ,- tl-4 ~A'^ ILl.t ,q --- \'"rrt~lll:?'/1{1 7 I Minus 200 Wash Dry weight of sample I 1 / '55-'"'/ / 344, 7 { (14 8 ~ 10 . . r ~rWash with water Dry weight after wash [ ] Wash with wetting agent WashinQ loss U~)rll^ \Ae~P~~ ... , , t .~&l'r/jojSo TOTAL P.03 )> :=;; III r rol s- "0 S- O o' (J) ~ ::J CD CD ![ 0' (J) 9: ::J "0 ![ ::J (J) =s- CD III CD 0 ;a. CD <0 .... Z ::J (J)- Cl.. () CD Z C- O !:l III en '< en 3 3 .0' 0 <g' "0 => III CD III :::E III ::J QO 2' ::J 2' '< til CD til )> g, T g, ~ Cl.. Q r Cl.. . " o' m m => <D III <D => lI> ~ lI> (J) <D lI> '(J) !!C :T 0 " => 0 => 0 m 0 .0' lD => lI> 0 !!C 0 III III -+ -+ CD CD 5f : - ~ST BE IN BLACK INK. .' . Permit No~ --7 { l:9TwnshP.' Range (].5- Section~ ;;;?t(Tax Lot ",.....~ or Standard System 0 Alternative Syste' Specify ftpe) ~~ /~1.' e---cr-;fl'?__- Job Location (Street Address) -I '2 q- ? - ~ /C4P' 5>7. 0 57 ,r/,- Subdivision/Partition # <' Parcel Lot / Block DETAIL SYSTEM PLOT PLAN (AS-BUILT * ) Scale = N .VlCINITY MAP N * ATTACH MATERIALS LIST FOR SANITARIAN'S USE ONLY: COMMENTS: o System Approved o System Disapproved ' o Needs Correction System Capacity gaL/day Signature o System Corrected Date Date INSTALLATION RECORD & CERTIFICATE OF SATISFACTORY COMPLETION When signed by the County Sanitarian. This certificate is evidence as per ORS 454.665 of satisfactory completion of a subsurface sewage disposal system at the above location, To request inspection, return all three (3) copies of this form to: Lane County Land Management Division, located in the basement of the Public Service Building, 125 E. 8th Avenue, Eugene, OR 97401. MATERIALS LIST (Required) OAR 340-71 170(3)(b) LANE COUNTY ON-SITE SEWAGE DISPOSAL PROGRAM Office: (541) 682-3754 ~ax: (541) 682-3947 SP# OC?--7( ~8 tb s 0 2-- ~ S ?f TL R05 T Owner Installer A PRE-COVER INSPECTION WILL NOT BE SCHEDULED UNTIL THIS MATERIALS LIST & AS-BUILT DRAWING ARE SUBMIII bD TO THE LANE COUNTY ON-SITE SEWAGE DISPOSAL PROGRAM SEPTIC TANK Mfg. Type/Material Gallons o Water tightness tested after placement. Results w/in allowed limits (Required) o Riser (water tight) inches to ground surface (Required) o Effluent filter - Mfg. o Anti-buoyancy provided as per mfg. specs. DISPOSAL SYSTEM {D Std./Saprolite 0 Cap fill * 0 Pressurized Dist. * 0 Sand Filter* 0 Other * Alternative systems require additional information/inspections o Curtin Drain - Depth of trench o Effluent sewer pipe - Length o Distribution material - Perforated pipe Dia. ~ 0 Drop/Distribution box installed - Mfg. o Disposal Trench - Total Length o Drain media - Total depth Depth of gravel/media Diameter ASTM Outlet location ASTM Infiltrator/EeeZzz drain/other Material Depth Depth below pipe Supplier PUMP INSTALLATION RECORD (IF APPLICABLE) Mfg. & Model lIP Pump Installer o Pump & float switches installed - Gallons/dose o Audible-visual alarm installed & tested - Location o Pressure pipe - Diameter ASTM o Hydrosplitter Mfg./Supplier PSI. Comments {b{(J l I understand that I am responsible for the satisfactory completion of all required testing, corrections & fmal cover of the syst~m within 30 days of completion. I certify that construction described above complies with the requirements of Oregon Administrative Rules Chapter 340 & the permit issued by the LANE COUNTY ON-SITE SEWAGE DISPOSAL PROGRAM. INSTAI.T PR'S SIGNATURE DATE ATTACH TO AS-BUILT 1:\Fonns\Materials List.doc DEPARTMENT OF ENVIRONMENTAL QUALITY MINIMUM SEPARATION DISTANCES. Items Requiring Setback From Subsurface . Absorption Area Including Replacement Area *100 ft Groundwater Supplies &. Wells Springs .Upgradient . Downgradient **Surface Public Waters . Year round . Seasonal Intermittent Streams . Piped (watertight not less than 25' from any part of the on-site system) . Unpiped Groundwater interceptors . On.a slope of 3% or less .On a slope greater than 3% · Upgradient · Downgradient Irrigation Canals . Lined (watertight canal) . Unlined " .' Upgradient · Downgradient Cuts Manmade in Excess of 30" (top of downslope cut) .Which intersect layers that limit effective soil depth w/in 48" of surface . Which don't intersect layers that limit effective soil depth Escarpments . Which intersect layers that limit effective soil depth . Which don't intersect layers that limit effective soil depth Properties Lines Water Lines Foundation Lines of any Bldg or Structure I including Garages & Out Bldgs 10ft I Underground Utilities 10ft *50-foot setback for wells constructed w/special standards granted ~y WRD **This doesn't prevent stream crossing of pressure effluent sewers 50 ft 100 ft 100ft 50 ft 20 ft 50 ft 20 ft .10 ft 50ft 25 ft 25 ft 50ft 50ft 25 ft 50 ft 25 ft 10 ft ,10ft .J . . From Septic Tank & Other Treatment Units, " Effluent Sewer & Distribution Units ! I 50 ft 50 ft 50 ft 50 ft 50 ft 20 ft 50 ft '10 ft 5 ft '10 ft 25 ft ,25 ft 50 ft 25 ft 10 ft 1'0 ft 10 ft 5 ft 10 ft 5 ft N/A