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HomeMy WebLinkAbout034-1033-20-355 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 584737 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 2695565 Permit Holder's Name: City Village Township Parcel Tax No: Josh Schilling TOWN OF SPRINGFIELD 034-1033-20-355 CST BM Elev: Insp. BM Elev: BM Description: weSj Section/Town/Range/Map No: 00. co SElWtiE 7D.ciu= ►~~ST.~,~ 15.29.15.228F-51 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic (E_1 ~ 2 I- 'F / 4696. Benchmark ~f~ spy a ~OV , UD Dosing -Cofw~v Alt. BM °J D p Aeration w/ is~ GFy© Bldg. Sewer -71 Holding St/Ht Inlet qU TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t > ( Dt Bottom Dosing PL a2 t(, Header/Man. 8S /0/. d'e- Aeration Dist. Pipe Holding Bot. System lo J PUMP/SIPHON INFORMATION Final Grade Manufacturer - Demand St Cover GPM Model Number -t N7- pq 4U, Cow TDH Lift Friction Loss System Head TDH Ft T• Z.S3 1 5.3 .g Oro IF /3" CE ~•b lv~•Z~ Forcemain I Length , Dia. Dist to Well k ~ Zti ~ SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia Liquid Depth DIMENSIONS f, 1 Y2 C. SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of System: / CHAMBER OR FGb UNIT Model Number: r me N D1 DISTRIBUTION SYSTEM H J Header/Manifold Distribution x Hole Size Ix Hole Spacing Vent to Air Intake r' Pipe(s) 7 QQ r Length Dia I ~ Length Dia 5 Spacing 7 . /(J g 17, 1 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of u xx Seeded/Sodded r Mulched Bed/Trenc Center t Bed/Tr nch Edge T psoil 5 ❑ ❑ L L a ~ 6- lY 69 1 Yes No Yes LS No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: f-1- Inspection #2: f~ Location: 3076 96TH AVE (j~l 6 d4`- / L- ~5EG ~G6~ clE-1 1.) Alt BM Description = 2.) Bldg sewer length amount of cover Plan revision Required? ❑ Yes No Use other side for additional information. ( l CO SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. Industry Services Division C n d 1~ 1400 E Washingto T ~ROiX PS P.O. Box 7162 ~SMEary Permit Number (to be filled in by Co.) 117 ST. CROIX COUNTY Madison. Wt 5 3 707-7 1 62 Sanitary Permit Application State Transaction Number - i In accordance xvith SPS 353.21(2)_ Wis. Adm. Code. submission of this font to the appropriate governmental unit 2_&9,S5`~ J - is required prior to obtaining a sanitary permit. Note: Application forms for state-ommed POVPTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary I purposes in accordance ttith the Privacv Law, s. 15.04(1)(m). Stats. I. Application Information -Please Print All ormation ON 96 i'ropertOwner's Name r Parcel asN ~~N /a r G `W ~e 3 3~ j 5'S' I Property Owner's Mailing Address Property Location 30 7/ 9G d~ Govt. Lot tv. State Zip Code Phone Number i 78C0 -sW '/.'Vr_%. Section /.S G L 4AW1110 /TY 14)1-.Syo /3 7/s .?ZS- 7y3 (circle one; ! !I. Type of Building (cheek all that apply) Lot : TN. R 91 or 2 Family Dwelling - Number of Bedrooms J_ Subdivision Name 61CL as Bto ki,' 0 Public/Commercial - Describe Use a a tzx= 9-C14-f i ❑ State Owned - Describe Use P"J CSM Number IVZ Z SP/!/~►~F/ELD 1 x ~0 O,iA ~jt 55 9 Town of J [if. Type of Permit (Check only one box on line A. Complete line B if applicabi j A. f K New System ❑ Replacement System ❑ TreatmentlHoldins Tank Replacement Only ❑ Other Modification to Existing System (explain) { B• ❑ Permit Renewal ❑ Permit Revision E3 Change of Plumber List Previous Permit Number and Date Issued 1 ❑ Permit Transfer to Nevv / Before Expiration Owner i( IV. Type of POWTS System/Con onentfDevice: (Check all that apply) 1 ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade K Mound > 24 in. of suitable soil ❑ 'Mound < 24 in. of suitable soil I+I ❑ Holding Tank ❑ Otter Dispersal Component (explain) ❑ Pretreatment Device texplain)__ J~ f , ~Z ! V Drs ersaI[Treat ent Area Information. ° ~ ' Design Flow (gpd) Design Soil Application (gpdsO Dispersal Area Requi (sf) Dispersal Area Prop d (s _ ation %So o p . yso l~Z Ss~o VI. Tank Info apacity in Total 4 of Manufacturer ~oG 3 9 9 3 ea Jre..a Gallons Gallons Units L ! New Tanks Existing Tanl.s r ~ v A94 r Septic or HQ4dio*4;wW Do o - /oa o / H//ES Ers Lo.rtwErE v ! Dosing Chamber L b O - GOO / 401 ^ v VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's ?`lame (Print) Plumber's S, ature i\~IP , Number Business Phone Number Plumber's Address (Street. Cih•, State. Zip Code) /V //,W 0~671461e4 wo, Vounty/De artment Use Only ved❑ Permit Fee Date I hied Issuing nt Signature S OALA Owner eason for nial " ~V Ill W. Condi h p VA 91 easozf(C forn` Disapproval e r e ' ,3 CO 1~r`py~ /t Jr r0~ ~/L ! diverT e ,ust all be 5ei jcas t nni_nj§±,e4; ' I 40'pper maragement plan provldedbyby plumber. L,.,14V _S a 2 iii 'eck regtair meats mutt- e,rnaintt h n per aMlictlble code / ardinancsa. Attach to complete plans for the system and submit to the Count- only on paper not less than 3 to I I inches in size SBD-6398 (R. 08/14) ti y t n Q o W W ~.a Qh M o a a~ 3 a Z '44 x n ~ 2 y \ ~ ~ r ~ ~ rt t 3 W, y t ~ t f? Q , t Q~ < r a ~ Q I t v t + t H Q Q~ t I_ _ _ + a O a y v ° u ~ ~ Z ~99 u a it 3 ~ ~ d a QaW e v + ° a ,M is"i v _ v ,X { 'O f M Q 3 > A ~a Lr V > a ~ J y CQ ~ V m V Z~ ~ tX- V ~ \ h ~ It e v C < r ~Yr~P_F~r DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD WI 54843-6462 ` Contact Through Relay -services http://dsps.wi.gov/programs/industry "g" www.wisconsin.gov \~~FTSSI Iti ly~~j Scott Walker, Governor Dave Ross, Secretary April 27, 2016 CUST ID No. 231346 ATTN: POWTS Inspector JOHN HERBERT PELKE ZONING OFFICE PELKE PLUMBING ST CROIX COUNTY SPIA N6298 ST HWY 25 1101 CARMICHAEL RD DURAND WI 54736 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/27/2018 Identification Numbers Transaction ID No. 2695565 SITE: Site ID No. 822951 _ Josh Schilling Please refer to both identification numbers, 3076 96TH Ave above, in all correspondence with the agency. Town of Springfield St Croix County SW 1/4, NE 1/4, S15, T29N, RI 5W CONDITIO FOR: Description: Mound, 3 bedroom residence APPRO Object Type: POWTS Component Manual Regulated Object ID No.: 1595967 DEPT OF SAI Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade- k SIONA EZflow Mound Component Manual, (R. 7/12), Pressure Distribution Component Manual - Ver. 2.0, SBFi11// )t r N OF INDU (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative CooC__ and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be const and located in accordance with the enclosed approved plans and with any component manual(s) referenced ab SEE CORFES The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval, and SPS 383 system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • The proposed pump is near its limit with the proposed total dynamic head. If upon installation, the total dynamic head increases, the proposed pump must be reevaluated and may be inadequate. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(6)(a)2. JOHN HERBERT PELKE Page 2 4/27/2016 • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. • Insulate building sewer per SPS 382.30(11)(c). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat.shandorf@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484 , Monday - Friday 8:00 am To 4:30 pm JOHN HERBERT PELKE Paee 2 4,'27/2016 • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. • Insulate building sewer per SPS 382.30(11)(c). A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Shandorf WiSMART code: 7633 POWTS Plan Reviewer, Division of Industry Services (715) 634-7810, Fax: (715) 634-5150, M - F 8:00 a.m. - 4:45 p.m. pat. shandorf@wisconsin. gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm I Plivate sate Wastewater Treatment System fildex and'ritle Page Project brie: _ TosycNi cc~~a °s Name: r. _ ©wu"a's Address: rho y,' 9L ~~E GCE.dwooD ~irr CJ-r Sya♦3 yiS G s- 7 y3.3ff1~ >is 781 Legg Dworipiiou: I~micapalrtp: Tom Vs, ' 6~11yof COMA r: Ss. ~rrcix QED 96diWsimName: =ETY AND ICES Lotwumbw: BlockNumbea: Parcel LD. Nmubefr. Page I x t ~~-r Paige 2 r? Pap 3 Page la r rrat a t r (L J Page 5 . SE.orrc .✓te-,~~u r.~ C'~toss- Ec rio.j t P~'cs Page b Page 7 ~arJ 1"5 ~i✓.drr~r ~rl.JuoG ~.v~d~iv~►Ir ~d~wJ Page It n rr r. ,r Page 9 r~2 ~i✓Foc.y~ar~o„r - Name ofDesigum. oHnl E'o.rl- LieemseNumber: ,?d/.3yG Sigr►afure: Daft-. Desigaeri to the FollowbgP®WT5 Comp oneW dual and flsp s 81-85: _ ~.2E.Stu~E 1~tsJ'it/Bu- _r✓~a~t--~aevP6.~~'.v-~•-~,t`~u.~t UE'/~/ard a~~J- :rdd~-,1G7a6 lirl D//es~~ `t&'2 FLot~! /~ouv~ Coo.,®a•✓E~r /~.~✓u,~t t/E.csia~ ~/~o~.1c,o7 p,~o®ucs' *'F daa9o3GS IV rr.' c yr~E-,er rs m col` Z'VAeu.4 r/ O .Id 111CIA6 a s / w Q~f ! W J q M ~ N q C ~ ~ ~ M ~ W ~ ~ L O V u .a ~ ti h \ t ~ rev t ► 3 3 W, t 1 ~ t l Ra Q a 'y 0 2 a, fl .v► ~f.ti cn h ? ~L ! Q ~ o V p~ M ~i a Eli a ~ t O f °iZ V M h 3 C C t '2 it V ~ a zu ~ v ~ Q k v a 4r v it q ~ v V u- 2 , • 4 aw v EH v E O V F3 a t9 t . ~ ~ to ~ o w 4. o~ e 'vim 1 ~ y a a 1 . ~ N ~k v ~ B a b ~ to 1~ a y 4J 4; Q O, 6 B d -s d f~! cm r y Ca ~ v v Q ~ o ~ ~ SC e ~ vs ` v ki d L o h ti c q O h v v a ~ v ` i a Q~ y cif ~ ~ ~ V ~ s `c ~ ~1 a g h a v t! M • r~ x ~ a h z~ a V - v. ao ~ V `O ~ J t~ d Q as ~ a i= ~t q ~h w H H H H a ~ t s r-r~a~r"ctiww . 0Hxo~G OM • x~~wwv,}CD+• COMB [NATION SEPTIC TANK JPUkAP GHKMBER~-SECTI4I~I 9 ORANNG N ( NOT TO SCALE) MANHOLE RISER & COVER - - - I FIi+f. GRADE (slope ground surface way from (PgcS AS 3 94,25 M & (8)) - 47vmt r[~go>=. i Agri: r manhate(s}for PsaPer d a ' '~o s } nLHding r/nCllOFtanlt(S) cs F?SC~~t % :2 ° &i~S ar2 D f, aaa < Pursuant to SPS 3 3A312)(q J ektah~1 d Road 82;i.: f I l`' i BUILDING SEWER 'S ~ppmvad rid maottcre+~as n~5aar.. { j v~►ti~,, 1 der ,J¢►„~ s2.sd (11}} i ELECTRICAL ~ : r--=- :~~PUialovatr Larrang ats j au~lc-nola $C} i t 14r Label t; tischao C51 Mace spa 316 3i dNECaRt3 r ~ . , "r.UtL DS ~tt~ It ~aY~ -cs!&DRsl~ed Hood Et~aUOn L'IAPlHOLE ~ ' ! I rt8 mif. Y MANHOLE _ dDI TOL:OF INLET pr.vd l V on} !tStac:agt i 1 ~ 1 J I l J,JJ / Jl/J~b /f f J err yri~.rlrrrrif r~~J,~iJrJ~t--. ~ I - rrfrrarrr iirrsr4rrrr fJ rrfyrrrr ~f S r Jrrrrir~ Grp r iirri~if , ~~ri~i fi a~ ' I FLOAT ! r/LTC/C o»fL0A7 A"W.ETPIPE 'a==l FILTERED Ir i tl" ait> k APPROVED S:FLUE tT WER J EFFLUENT i 0=F FLO~fe REQUIRED ONOLTUSr A. ~ elEv= ; 'v' WNIMUM OF 3" OF SUITABLE BEDDING BENEATH 1 ANK PUMP PAD i ►anl,i+IlanufaGtursr i~SE,t LO.JCAeref DWF(daily westw&eierflow) r/So R'PD Septic/Pump tank model /ooa /6 eo number of dalb, doses _ S. 3 C ! 9 9a I (DW I acmel dose volume) Alarm manufacturer .S, X e' Quo Alarm model number _ T_ ,_Vg 44 zr rorcemain Volume .7 y S /So x. !4 3 ! yge of r7oat stitch / Y1,94,,, eA A Actual dose wilume (gallons) 811 Y (total dwa vaiuma - vd!lme of famamain) 148. 9 - V S a RY y Effluent pun3p manufacturer Z.0 ez f ex Effluent punp model number !gI ~ PUMP IANK CAPACITIES Reseft above alarm /9. S inches = iL- 8gallOns Minknum pump discharge rate (GPM) o?R 7 Alarm float above on et R incbas = 43' S gallons (C) { Ordurrfloatmeasurment G. S inches = a/ 8.9 gaikms (B) i J llerl}cal Oft (PUMp Off is distribution lateral) /D, Off rlost ebave tank bottom 1-0 hches = atLgallons (A) system head (distal pressure X I.3 feet) iAWDIMENSIONS &PUWCHAMBER SPI_CIRGAnOM Friction loss in the forcemairvs_o Total dynamic head (CDf ) -/Z. o Length /So Ali U~ e 8y / Liquid depict 31 " GallDrt5 per Inch 14.76 Ar 7-,0/7 Fxze1,d $ 19 J use` Zo E't c ~a /.T~ pave i TOTAL DYNAMIC HEADIFLOW G OF 9 t~ W PUMP PERFORMANCE CURVE PER MINUTE MODEL 151/1521153 EFFLUENT AND DEWATERING I to s tso MODEL 151 152 153 12 ! j Feet Nzters Gal. Lllers Gal. Criers Cal. Liters 35- ° 10- 152 5 1.5 50 189 69 261 77 291 W ! i ] 10 M3.O 45 170 61 231 70 265 a I ' 15 36 144 53 201 61 231 20 29 110 44 167 52 197 25 16 81 34 129 42 159 6 - 30 - 23 87 33 125 1 35 10.7 4 - 22 85 16 40 122- - - - 11 42 - 10 -I Shut oft bead: 30 fl. (9.1 m) 38 it (11.6m) 44 R (13.4m) 2 1 1 . 0145M 5 Model 151 Models 1521153 ,0 Z0 3. 40 50 60 to ee 00 100 •r~•^~"~'~~ GALLOtds.1 6W32 6732 ----I LITERS 0 40 60 t AD 26m 240 A0 3 166 5 7till - ~ 4 518 - 3 M --l- 4 518 FLOW PER MINUTE 014509A . _f ..a . - 3716 3 7!8 A 1 - _ 37t8 • Timed dosing panels available. } • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Wk-Box available for outdoor installations. See ,,,,rs 1218 _ FM1420. Il I --1- li I I .i. f • Over 130°F (54°C) special quotation required. 415116 5316 t ► ..,"°`-"`"...I , i~K2444 SlC2054 15111 5 211 5 3 MODELS Control selection Model F, volts-R Mod. f Amps ' Simplex Dupim N151 x115 1 f Non 60 1 i- 2or3 SN1511 115 i Auto --3.2-' 80 Included 2or3 E151 -230 1 Non 1 2 or 3 BEi51 230 1 Auto i 3.2 Included 2or3 "Easy assembly" N152 ; 115 1 Non iY8.5 1 Z m 3 (pump & discharge pipe SN152 115 1 Auto ! 8.5 Included 2 or 3 \ not Included.) E152 230 1 Non 4.3 1 2or3 BE152 230 1 Auto 4.3 Included 2or3 N153 " 115 1 Non 10.5 2or3 SN153, 115 1 Auto 10.5 Included _ r 2 or 3 E153) 230 - 1 Non 5.3 ! 1- 2or3 BE1531 230 1 Auto-I R5.3 Included 2or3 _ 1. Single piggyback variable Level float switch or double piggyback variable level float switch. Refer to FM0477. Reduces potential dogging by debris. Replaces rocks or bricks under the pump. 2. See FM0712 for correct model of Electrical Alternator E -Pak. Made of durable, noncorrosive ABS. 3. Variable level control switch 10-0743 used as a control activator, spedfy duplex Raises pump 2" off bottom of basin. (3) or (4) float system. Provides the ability to raise intake by adding sections of 1 W or 2" PVC piping. o CAUTION Attaches securely to pump. Accommodates sump, dewatering and effluent applications. NOTE: Make sure float is free from obstruction. - For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 0 Copyright 2008 Zoeller Co. All rights reserved. t `bT ! . -01 ] I C 4:11R) t i f ti l- jt X5 7•' T PLAN { (}wTl2r . N GN/t i 6 ( Septic Tank C2pacii;? /Oao gal D I NA l Permit = l Septic Tame entifa Luxerr ! l✓i~sE~c Ce,~c. MN i I yuluentFilter Manafhotu-m- ; Oeer =NA Nuriber of Bec OFns 0OOgpd/bedroom) } 3 (~;nuent-:liter iviodel t /o D i Number of commercial units Pump '!`any Capacity {4 coo gal D ~i FBI t+i I IIIOW ' ~l?iTly _aa~it lit 3C:Uicr i I,JJEfE~c ~oNC. i~;t1 { (average) ~ { O gallda-r _ ??trip 1~laTliiraC~nin ~oEttE~C D D gL r ai r M (DI estimated, : Ia ySo g Uday [ l /S! ii Nr Soil Application Race na Model T,,:,~ f ! A4 gaUday Sr 1~ t ?ratra2z;?t Unit (i) T£STLISeL~vril i3P.ET-Qua.Y (0 NTA) 11-mt;11yAlferW F D Sand/Gravel Filter D ?ea=Filto Filter l=am. Oil Grease (FdC) 30rte... D hokchanical Aeraaoa D t~lttiat3d j Biachemical Oxygen Demand (BOE3-) j < 270 mgIL Q Disirtfectiar! Q O-dler. Total Suspended Solids (TSS) { ivi2 u~acture Mod--k S 150 M!!F4 So1 Absorption Component (D NA) ; 1 Pretreated i `I,: ent Quality (©1•iA) (Ivs"mthly ver e 0 t ground (gravity) L~ In-ground (pressurized) i f Biochemical Ow--an Demerrd (b"L1D$) 30 ing/t D .fit-ode R Mound Toil Suspended Solids (MS) 30 mglL Drip-line D Other: Fecal Colibr€n (ateometrc mean) i ! <_10 C& ODMI II Dispersal Units -fanu&cumr Q a-egate Cell(s) 1vlodel t tblatin4m E:zleent t article Size i/S inch diameter Soil Disoesal (BlSA) or D w r = Arnica of rate = Area Required = f T rencti 1,'id~ h) = i-rnim or Total ?.ens tih of Trenob i I=l1 ` Desiga i f?ressur- Distribution Networks for Septic Tank-Soil Absorption Systems' Publication 9.6 (SS1VjW- Manua+1 - "FCC i=lovitech mound Componeirt-ManuaP Version 11 ; ~=1oci~ l~tound Comnonen;. S /-arimr Vemion 8120=07 L! SBD -10854-P A G_adz Cornponen_ Manual JsingP-rzssi-we Distributionr Version 2-0 Q SBD -10705-P (tV_01/0I) -lrcGrouncl Sail Absorption Componerr SIVIEaii,ua? -'r sion 2.0 Q SBD -10691 P (i+i.4l3..hi 1)'Mound Component MianuaT'Version? 0 Ci SBD -10657-? (R b/99) `t7rip-line E~luentDispos-al ComponenLl~riaaual" X) 5BD - 10706-P W.OUOI)'`Pressam Distribution Component-.vlancar Vers'lorr Z.0 I~ Other- CE ;:O T f3_ C:-aIL - i _i•~.: I~T._' I X13 MIA _CM. r.._ v Se:T_d .e'.r~~ d3C= s{i2f3ise£if nspec- -tank(l inspect dispersal cell(s), clean flier ~ At leas once ever,: 19 13 months 0 3 Sys E3 Other - i i`nsvect per-=p & pmnp controls, almm, pretreatment unit nt least once every: 0 _ morcdrs 93 yes 0 N FI ane Pressure ?St irierJ- s At least once every- r, s ironrias MI 7 years L r~ S^ T zip AN DIP For new conszruadon, prior to use ofthe?Q'Gi, TS cnecIc azaimouttank(s) -for tie presence of painting- products or other chemicals that mar: impede the treatment process andlor damage the dispersal cell(s).If high concentrations re e t Ci .hure t e col]WrLsi of the'r`mk(s) mmoved by a septage servicing operator -onor w use. S?rStern start up shall not occur when soil conditions are niozeri at the L t ativ e sur-ac8_ €te propettti= o--,ner is responsible for the operation and maintenance oft "the PO rTs and submission o: required reports. The guar: =y and quality of the ivastewauer stream will af'acr the pe_rkmmince and IonaeAty of your POWTS. The insallation of Wamr-seving appllaxices and P'ctures along with prompt repair of leaks reduces the -wastewater volume. Also tlie brine or v;aste fmm water so nener, iron removal units, other clear water treatment dmices and I-Roundation drains should be discharged ro die around sur me :whenever possible. tiote_ this does not include laundry -waste, showers. dish-uate:, etc_ This system is designed to handle domestic strangtit Yuastewate Q Row-ever die d-posal of food based uses -and oils: vegetabl2&L&L peels and seeds. bones, and food solids such as those produced by a garbage disposal should'oe minimized- Toilet fissue is the only paper :hat should be discharged into the system. Other non-biodegradable items suer, as baby wipes, tampons= sanitan, naaldns condors, cig2re bti dental bass, and cow on swabs should non enter the stlstem Chemicals sucli as nzuoleum prroducts, paint Page 7 of 4