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HomeMy WebLinkAbout020-1443-05-000 (3)6zo- /03- 65 /4uJ-4o7i 0 4 !set, z ST�, ORCAX 0OUt`l'I'Y �)MMUNMY DEIROPMENT" FIELD INSPECTION I&S, S'll"'RVICF, R'll"'PORT I IO'N Y F s LTIML ED COMNMN IS Of RIECOI UP PA RECEIVED to ZJ6- Iqq3- 65-60e--� ojxopl-� DEC 0 it 20 w Sf"" CROIX COUNTY :�01MMUMI"Y DEVELOFWENT FIELD ENSPECTION & St-RVICL', R,FTORT I.N,ST.,-k L, L, ATI 0 �N MAHORIZED SERVICE PROVIDI 1", Y. Admen .... . . ...... . - . . ........ N F 0 1 ZN I A'171 0 N -------------- - U I P N I E 10 ,�"T FION YES c Pa I Kno Alm Cyambg e i. I c"J se LS'p��,',-� I'd T11.1V"S) s U j7 a ho ONDMUN, 5HATED C MAINTENANCE PERR)MIEV OR UQUHH, FEG��� IVED DEC 0 4 � ("011 a ST CROIX COUN TY cloommuliffy DEVELOPMEN'T" SE'RVICE 24 - z 13. 217 17, ZF/g FIELD INSPECTION & SERVICE REPORT Y INSTALLATION AUTHORIZED SERVICE PROVIDER ;ion:,daress: 70pc eeq 2 Larne: C.Ee 50" S.' E✓ cct �r:ns CLG Owner Name: Tt� Street: Sail address: Mail Address; Selo a,"/6 en e c Z1,r%e State i ] Q/(. city StatecA> Zip $clo,2-6 ?hone Fax Phone &/5}ufi,9-7ZTFax z :r itI e-mail QG4.3oi- /orsc�r� I�i� ��r��i:(►wIt wry r�r. i.r�r��eZTr_vAr ii, Ntoaei No. v Blower Brand and Size Serial No. Date of Installation Date of last purnp•out EQUIPMENT OPERATION YES NO DETAILED COMMENTS OF 91TE CONDITIONS - MAINTENANCE PERFORMED OR REQUIRED Electrical Panels Visual Alarm Operating .-audio Alarm Operating (if resent) zl .=sir Inlet Filter Clean 01 Blot+er Hood Vents Clear .ram zscessive Noise Excessive Vibration (rc,,uneni Unit(s): Uri,sual Odor S'.stern Vent Pura out Required: i Primary Sertlin Zone erooic Treatment Zone G Cy EFFLUENT: I LIMIT IRESULT Estimated Daily Flow off (Standard Units) 1 6-9 S.U. Color Clear Temperature Dissolved Oxygen effluent 2 mg/L Odor Slightly (not se ti ? OWNER SIGNATURE TEC NICIAN SI T RE SERVICE DATE S�7 FIELD INSPECTION & SERVICE REPORT INSTALLATION AUTHORIZED SERVICE PROVIDER cn Address: 70q Nante: C.E, �" 5. �✓ A �it'�S CLC Owner Name:. Street: Address. Mail Address: 4071 34�0 S Ca < e %f 7"40(State i S 0/o Ci -6Ceo& Statcc41 zip 5-510?-6 Phone Fax Phone Z18-7Z7Fax e-mail a -mail QC.Q30�' ro s�ef Q LJk.'Lr J-".,:,- L -X TN.;TAT.T.ATT0N TNFORMATTON Model No, V Blower Brand and Size Serial No. Date of Installation Date of last pump -out 8 8 .2-9Za13 .20/6 EQUIPMENT OPERATION YES NO DETAILED COMMENTS OF SITE CONDITION'S — MAINTENANCE PERFORMED OR REQUIRED Electrical Panel(s) Visual Alarm 0 erasing .audio Alarm Operating (if resent / l3lo«er(s): A it Inlet Filter Clean Bic,%ter Hood Vents Clear Excessive Noise xccssive Vibration Trriunrnt Units ; Unusual Odor p z Stistefn Vent Purrs out Re uired; Irimary Settling Zone '.crobic Treatment Zone EFFLUENT: LIMIT RESULT Estimated Dailv Flow DH {Standard Units 6-9 S.U. Color Clear Teat erature Dissolved Oxygen effluent 2 mOL Odor Slightly Musty odor (not se t' OWNER SIGNATURE � i TECANICIAN SI TEJRE I SERVICE DATE iC - X I / 0/�4//2-0 13 z FIELD INSPECTION & SERVICE REPORT INSTALLATION AUTHORIZED SERVICE PROVIDER ! �1 m A'' A :inn address: U ,r e `—i l e_ I Name: . C. E, Jed - s, �✓ Lcf� ;r�5 EGG Owner Fame: , Mal .address: L" Stale rhar.: Fax 4 Street: Mail Address: 3V0 q,t c j5 ars Ga e La,,e i S /iQ City StatecZV Zip S'f076 Phone &/5-)�/,94 TFax e-mail QC2.;0"' 12 1N.gTA1.1.AT1nN INFO ZMATTON `-Ioarl No. Blower Brand and Size Serial No. Dale of Installation Date of last pump -out 8 8 2 471 EQU II';IIENT OPERATION YES NO DETAILED COMMENTS OF SITE CONDITIONS — MAINTENANCE PERFORMED OR REQUIRED Electrical Panels '` Visual Alarm 0 eratin .audio Alarm Operating (if resent I ✓ 31oser(s): i .air Inlet Filter Clean Blc%ter Hood Vents Clear excessive Noise zz 1xcessive Vibration fre3lnlent Unll 5 : Unusual Odor l 5 Ssstern Vent Pum out Re uired: Prirnary Settling Zone .aerobic Treatment Zone _ EFFLUENT: LIMIT RESULT Estimated Daily Flow off (Standard Units)6 9 S.U. l Color Clear Temperature Dissolved Ox en effluent 2 m /L Odor I Slightly Musty o�or not se ' OWNER SIGNATURE TEC ICI RE SERVICE DATE r FIELD INSPECTION & SERVICE REPORT INSTALLATION AUTHORIZED SERVICE PROVIDER installation Address: t� p�e c�"es m f� � A Name: �.E, �0" S,E7� L�i,�iittS C1,C Owner Name: Street: \Sail .address: Mail Address: Cin -LCI-4 State (•,j & i 6 city StatetA;V Zip fc/0.i Phone Fax Phone &j5)ZYB-7;6TFax e-mail e-mail czc4_10,-j p�vrz�er Q INSTALLATION INFORMATION Model No. Blower Brand and Size Serial No. Date of Installation Date of last pump -out i EQUIPMENT OPERATION YES NO DETAILED COMMENTS OF SITE CONDITIONS — MAINTENANCE PERFORMED OR REQUIRED Electrical Panel(s) I Visual Alarm 0 eratin Audio Alarm Operating (if resent E3lotiver(s): Air Inlet Filter Clean Blc%ser Hood Vents Clear Excessive Noise Excessive Vibration L Treatment Units . Unusual Odor 5r! System Vent Pum out Required: , Primary Settling Zone .aerobic Treatment Zone EFFLUENT: LIMIT RESULT Estimated Dail Flow H (Standard Units) 6-9 S.U. Color Clear i Temperature Dissolved Ox en effluent m L Odor ghtly usty odor !(not se ti - I ,OGirr r r OWNER SIGNATURE V TECHNICIANSIGNATURE I SERVICE DATE I �-1 : //& /Zoe . . ....... . ............ . . ...... . ..... . . . . . .... ....... . /41,4 5 . . . ........ C'CILCII— A ljllil,l) jpWj;pjT(3rj,p p () lZrf, I N STAL I.- All 0 N u Isom nm slowiciallovimm, INA Q - free - t s 'vl �i i I address: �-a- 7, -2 I N 1; T A L L V F 10 1; 1 Pq 14J RNI ATI D A P N I E N T DITMLED COMNIE14TS OF SITE CONDPRONS �.A T 10 JN MAINTENANCE PLAZFORNIED OR REQUIPF�,'l 671 EROSION CONTROL PLAN HUD ON RODEO CENTER MPTE t, 10 A . ... ..... .... -'Zj eA u IC P RC)F -- LF-Uu TANK ," .' L D I MRl T,t c. ,9 — �� TREATMENT UNIT { � z AST S- A ION LINE D-.TAIL o _ _ _ L n=: 'R t �6 CRAvi P X SQL 3i C ilL"s3F!F ��UH'RtaV�' r TRd - =r AL WRY _ RFAV TRAPS ARF TC BE FL ARTAS x � t 9 5 " _ SiLi E-EF-"EEN Ct: s .4 t, t wl st y l � t ('e c F G 3T A tit A e .0PET SEN' L[rt_,_ - = rtk , t _� ' ,a iRS,- v€ ' �' `i / f- f ST�z P41rivN RRL_a Ek � ¢ _ kE3 go, clt� 3- LAYER .3 MAD LATERAL S ._ "'-3 • ,,, _ \ €rh"'"-.r RE,§tip 225' 3 R — ? C i F "� -TH DISFR18E ONl AREA 7 � 1{` Rli&Apy, VETW EV -Eiml LENGTH? SO", Fi � � -U3 r yZ' mt, SINGLE ms Fh:`- }" F€ PCs MAIN - 92' FOR FORCEMAiI.;NI- " ` r a� " entofCommerce PRIVATE SEWAGE SYSTEM j1ding Division INSPECTION REPORT L INFORMATION (ATTACH TO PERMIT) mation you provide may be, used for secondary purposes [Privacy Law, s,15.04 kl)(nl)] , s o V�_ Perrnft Holder's Name City Village X To,,&niship Rodeo Center LLB, c/o Ronn Hechter Hl Town of CST 13M Elev [rasp, BMI Elev BM Description 94 TANK INFORMATION ELUATION DATA TANK TO P1 FELL—BLIOG Vent to Air [Gke ROAD Septic Dosing Aeration HoUding PUMP/SIPHON INFORMATION BEXTRENCH Width Length No, Of Trenches DIMENSIONS o SETBACK SYSTEM TO P/L BLDG WELL INFORMATION! Type Of Systeirm DISTRIBUTION SYSTEM e hleader/Manffold a Diifribution G, qeQ j!� spacmq Length Do engthi Ola rLP111i --- . ......... ounil St Croix ca 5610163 State Plan lr) No Pwce� I ax Nl 020-- 1443 'T, r, No 28 29 19-2.,81 rl STATION 133 Benchmark c/iPe, 5 Alt BM Bldg. Sewer St/Ht Inlet SUHI: Outlet Lit Inlet ) Dt Boltorn HeadedMan. S Dist. Pipe Bet. System 1, Z3 Final Grade 71T s, 11 7 5 St Gevef T-)O, 4-1 5 , .- PIT DIMENSIONS No Of Pits—__ ns)de DiaLquid Dol"N'l i7AKE/STREA%1 LEACHING 'Janul'acturer CHAMBER CIN UNIT Qul�l NLIM 3''3 X Hole slzv �X Hole ;.;P,71cing 7A"i S-O [" EK x Pressure Systems Only xx Mound Or At-Graide 2 ms Ony Depth over ep �ver Seedcd/Sodde,o� `0 u I � I I e; Bed!Jrench Ceriller Bedll"rench Edges No COMMENTS: (Include code discrepencies, persons present, etc,) inspection #1 I.—Z40 j 13 lnspecfion 02 -- Local 709 Rodeo Circle Hudson, Wl 54016 (SE 1/4 SE 1/4 28 T29N IR19VV) Hudson Rodeo Center Lot 5 Parcel No,�18 29 l9 28118 1) Alt BM Description 2) Bldg sewer length - amount of cover Plan revision Required? Yes�<No / 16 3 . . .... Use other side for additionaIi information. Date Ins tars Srmature C�eil No SBD-6710 (13,3197) 4 m C4 Sanitary P ''I Jn accordonec will, SPS 38321(2), Wis, AdK is required prior to obtainmg at sarotarly perm the Department ol'Safev ' v and 11tofiessiot f1ces. p 01 L�C j"ITivu Sr r 44 Hr EL-h �n ac.cordmcc.IAI' Lh "[j "'fion lnfo!mation Pleas rint All Propefty Owncr's Name I kidson Rodeo Crenter, Inc. ­ Ronn I lechter G'rcoperaw (1mver's Mailing Address 709 Rodeo Q�­, r- ; irle—, Hudson, )XI Type of Building (check all that apply)� I or 2 Harnfly Dwelling, Number ofBekh-mras Safety and BUH&lgs Dvislon St, Croix 201 W Washington Ave,, P,O. Box'716San itary Pentrit Number (to be filled in bY Cu Madison, Wl 53707-7162 5(0 a,iion Oi,!.�jof tbis lonn to flie apt tle a enomental unit 222928 1 of aernn Imms km lied to Dject Address (if different th.an mailing mSdre ion al informatk"i you provrdm5iju� h,use al to U:.Waxv taanp „rants Same 476 zip Code Phone Nuntbei 54016 7 15) 38142 3 0 Lot N / 5 Block Cr PuhhcAofrrfnercial - [k-,wribe I -Ise Str',,.) Mall Na State Owned - EX-scrNbc i Ise )IJ6 . .... .. ..... CSM Nunihcr ,Ill. T1r !f P (check onltme 1m11 :N boxon lnplete line 0 if applicable ) —1.,,­­1 -­— 11 - _­ __.a .VhWw syslej ReplaevincmI System 1 J I reatment/I lolding"Fanh ReplaceawntCkily. 020�- 1443-05-000 r nC at r o n SE S F S j'U'r 27 4, — — - c i I C I C on C )I Subdr0siorr Name Plat of" Hudson Rodef) Center El EJ JtliYpalra rah` 'rown of' Fludsgri 11 Other NkAificalamr to Exisfing Systelin (expWn) K Puroji Rcneva U Ilennit Revispon L� (' hangeo&"l)iuna)er El Pen nit t r,misfer an N cm, Lim Previous Permit Number and Date ksu Befirre Expiration 0 %v I ev 453 111 issued 4/22'/04 IV. Typ ,jr,of POWTS Sys tem/Com ponent/Device. (Check all that apply) 'a r-Prsui er -tied In -Ground El Pressurized In -Ground 11 AI -Grade Mo: und galin of'suimWe soil Mound <24 in, or siattable sod t LA Holding Fank EFWJ;cr Dispersal Component Prelivaimern: l.'�vice (CxPWrI)­­-­- D is ersal 1'reatment Area Informatiow 66 Infiltralor Quick 4 Suandard 1,11us c mbers & 4 end cq)s rej Re 03 Gpd/Sq� Ft. 1 3 17 � 5 2 sq. ft, 1,140.40s( 78.50% 79.50' N.-sign Soil Apphcatj on Rate( t1cvafion "WI 1)"01 922,26 Gpd 1. Tank Infa apacity in II U Wet U'Olomi Unit; t1w i an S T.T__iT x ra g Fanks SqArc or I k4dmTank Na TaM np d lr wrtaull awr Na VItItRposiblity SrrI tIratr rement1flit, it rund!_li'gnedassai - ih1—---nnIIn-"nnI — ­ ­n—­ I --�I---­_­__j�LInCr , NaIrre (Print) 'Iuml-m-'s James K. Tho!!ns,011 Munriber's Address (Street, City, State, Zip ('We) 340 Paulson Lake Lane, Osceola, Wl 54,1(t20 2,000 1 Wieser 0 rrrlrrnnnnnnn 0--- X allation of The POWII'S slomn on Itm atlaebed plaims, fat,, IXT Busincss Phone Numtrer M FIRS 30021 1 (715) 248-7767 Vill. 1 ounty/Dtjj� In'.- � I�nl�_p-artm e " t K_A;p to e d i _" < Nqrrtit FCC IC ssu f uin gent sign, ire 4 PT P El �=envcrr ��m liar tXmiaf Condq,�" Disapproval 1 Septic tank, effluerA Nter a�nd 6spersal cell rrrusl aR as per rranagement p1mi provided by P4UrfubL%fd 2!, NI All setback requtrements miust be maintained as W appricable code / ordimiricm. Aflach to complete plans for the iyslem and subimit lo thr C'oumty (Inly on paper nol Ifti than 8 112 % 11, aches in size SBD-6398iR. 11/1l) ("onventk,mal II(AVIS 11161-,'X (K'r Fille Rroject Name: Hudson Rodeo -enter - BkLt, Ll Contact Name: -Hudm)n Rodeo Center, LLC - Ronn llecMcr & Mike Froelich Owner's adress: PO Box 167, Site address: 709 Rodeo Circle, Fludson, Wl 540 16 ProJect Location: Subdivision: Lot 5, Nal offludson Rodeo Cenler Legal Description- Sf-,,'lA St,"AA, Sec. 27,T.29N., R. 19W., Town offludson, St. Croix Co,, Wl. Pareel ID 4- 020- 1443-05-000 Page I Index and Title Sheel Page 2 Certificadoin for UtiliZatioll Off"'XiSting septie'rariR Page 3 Warrant), Deed Attachmenls° State approved Design & Installation Plans Mater Plunt r Restricted Service: Jartres K. Fhon)Uson, Del)%of Salery & Professional Services Credential 430021 Signature: Date: I j Page 1 OF3 Desip pursuara 14) In-Olound S61 Absorptkm Cornponeni Manual fiw VIOWIS, vusion 2J) STO-W70541(N 01((H, R, W/12) g ST. CROIX CO'LJNTV ZONING'OFFICE CER,rIFICATION STATEMENT FOR UTILIZA,uON OF EXISTING SEPTIC TANK(S) ]'his is to certify that I haVre, inspected the existing septic and/or dose tank presently serving the following residence,. (Street, addresS) 707 IRodeo Drde, HUdson, W 54016 located at- SE °/4 S E I4, Section 28 Yown29 N'. Range 19 W, of' Hudson St. Croix Count Wisconsin. y Upon inspect4m, I certify that I have found the tank(s), to the best of my knowledge,, will contbrrn to the requirements of'SPS. 384.25, and it (they) appear(s) to be flunctioning prt)perly, Most recent date of inspection or service Unknown --1--111 . ....... .. Did flow back occur ftorn absorption systern? YCS-.. Na— No - (if no, skip next line) Approximate volunie or leng,11 offityie. Na gNa al 'rank Capacity. 2,000 gaHons Construction- Prefab Concrete Steel 0ther M anti 1:1,acturer (if known): Wieser Concrete Age of'll'ank(if knokvn)� 8V2years Permit. number(if known) 453111 "It.L— Jarnes K. Thompson Plumbcr w. u u tau9e) (Print Name) Master Rurnber ReSVidted 'fitle) Aprd 2, 210,13 (Date) (11-icense Number) MP/MPRS Forni to be conipleted by licensed lUmber (Dept ot'Satety and professional Services 305 and s. 145.,06, Wisconsin Statutes) or licend disposer (NRr 113 Wisconsin Administrative Code) ]Zcv. 2/2012 ApdI It 2013 CUST H) Nm 34021 JAMES K H 10�111SON ,ACE SOIL &, 340 PAULI,,ON LAKL� LN 0SUOI.A. W1 54020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 041911015 SITE: 14whan Rodeo Center Plaza , HuHdhg 11 701) Roden Circlo Town,offludson, 54016 St Wx Cbuwy Loc 5, Subd'vision: Mat of Hudson Rodw Gemer DMSION OF INDUSTRY SERVICES 3824 N CREEKSIDE L.A HOLMEN Wt 54636 Contact Through Relay, vn"vdspvwkgoYsb/ wwx wisconsul.gov T, 71 . f IT,% : POWIS hM:j',CL'h',Y' ZON INN OFFICE' S I CRO I X C 0 U NTY S 111 A I ➢ 0 C A R M II C1 IA 1,, 1, R I III IDSON W1 54016 ..IflentilieaaDuern - — — --------------- - - - ansacdon ID No. 2220 Site 11) No. 744037 r'cQr to on nuniber above, inall C�T��sjLx)jjdc. i lie, �.cc �v--jh L__ FOR: Descripiow Urnmercial Non-p1-CSSL1H/.CLI In-p.1,rOUnd POWTS/ slope 'A I -risk 01sicct],ype: POWS hdividwd We lks"n Rcphwd Objca ID W DQ3 08 MaNtenance rcquirol 923 UPD Hom,nsw 90 in S011 rnhArnum depth WiniOng Rxim thmn original gmde Symern(o; WsPressuded In-gamnd, Monitoring, ReqUired, At Risk,, I:fflueat Filter. fhe $Ubrnitml described above Ims been rovinked Or confonnance Qh apoisaInk WkcNbin Adm0stmike Codes and W&c=An Statutes. 11a: sufundl has, bun 110NALLY A1111ROVIA7. F& tem is to be constwted and located in accordmwe with the: oiclowd approved phaisand with wj corMwent mamwQ) reforenud above. Ile owner, as denned in dmpWr 10 W 14 Wisumsin SWWW, is responMble Jbr cornpHance xvKh all code requixements p ,w a No perwn may erTage in or wunt m plumbing W We sue Was licensed to ch) so by the DeprtmoH per i 145A,111111U1011C PThe Rdknvlg condidons sharp be areaareaduring ummnwflon ca- instaHation and priw to occupancy or use: AP, D I Reminders DWIMM 01 Q " Ilk yntern has been rewhened and appmved as an Awisk IndNiAwl She Design,fliQ ,,w stem shaU bj_ . . . .... constructed in accordance whih the approved phns and ch. SPS 38T Wis. Adni Code. 40 E A saniml permit mug be Waited from the couny "We It pRlWct is locawd in acc(miance %vAh We requirements ol'Sec. 1=135 and 14119, MW SAW Inspection ofthc, private se%vagc, ,,l stcn) installation is mquhred. Awangenicias lam inspection shall be madc With the designated cmmy offichHn accordance Qdi the pTotans eat See. 145,2W2Kd" Wk. Stays, A mate approved cAluem litter is requKed. Wituenance WG)nnwkwI must be given to the o"mer of Me to e"Kining KM pubdic clewiOg of the Hher is requhned, Access hi the HI�ter for cleaning, must be Provided per SPS 384 prodwt apprmal cowHdons. A.eqpy p[flj and. '011ci 0 Iwutrllorizedr prescinatips of Me Deparoncimjf1b JAHA K DUAWWIN Pqe 2 41 W1113 Owner Responsibilities • The CWTMI owner, and each subequerlt owntm shaH receive a copy ofthis letter irIC40ing inSIrLictions relating to proper we and rriAmcnartce ofte *omm (Nniers shalh-cuinn a cop, of be appmp6me opemdon and niahoenance inanual and or c"nees manual fir the POW] S described in 0iis approval, • Tbe owner of a POW IN shall be responsible Rw cmulg Umt We openlon mW mahterranu of Me POWTS occurs in accordance with this chapter and die approved management Wan unda s. SPS 3815Q 1), • In flie cw em thissod absorption systems cc mq of A corn cam em puts mall'unokms so as U) create a heahli hazard. the property owwier MUM folk)Nw the contingency pkin as descHhed in [Ile appjsaved plans. • The owner is responsible for submkIng a makommce veriti"ni(:n report mcepmbk to to cauray IN- inainterance trackin.", purposei Reports shad be subinhwd at iraciNak appropriate Q the corriporienr(s) wilized ki Me POW I'S, In granting Ns appRwal Te INvision of Indusn, Semices reseovs the right to require changes or addlions AoWd conditions arise making , there necesmuy in code cmapliance. As pa stme smB HA I. n0hing 0 this review! shall relieve the designer orlhe responsitAby Rw d"Qnkg a sat budding. qnwnire, or cmnpmwnt. Inquiries concentKig this cormspondence may be rnade to me at the telephone munber listed behm or at We addmss on this letterhead, Ile above lee acidwssee WWI prnovide as wMy of this letter and the IM)W"I'S mana.-..,cirent plan to the owner and ally umbers " ho mv mspmsHo Q Ne Insial latilon, Operai ion or inalmenmwe of Te P(MV TR Gerard N4 Swvini P(AVTS Pfiin Rcviewer, Services (()08)789-7892, Mon - F'ri, 7. f 5 ant - ; :00 pni Fec Required 's 450.00 fee Received S 250,00, 1nmked Amt S 200.00 This AMOU11t %k'M Be Invoiced. When YOU ReCCiVC That Invoice, Please Inchtdc ,A Copy Wilh YOUr Pa,yment Subrnittal, IVNNIARTcody 7633 ccCharles L Bratz, POWYS ReYewu IL 00y 789-7893 . 7:45 ani - 130 prn N%Aay - Kday N'ote: Effective Januaqt 1, 2012, edl codes Under thejuNdiction of the INGion offndLllll-y Services, (formedy S8('Cty'& BLJlChugS) W be irlodidN Code reWnces w4h pnIxes vanhg whh Thmm" has bun mplaud with ",SPS'" to rccognizc Me rekWaNK! orthe [Avishn of Indum, Savices hun the lornier Department of'Connnerce to 1he Departntent of'SaRty & 10ofessional Scrvices, Acldkionalt� all IS (formerly S&,B) codc,; have been renuntbered and adl-essed in a "300" subs. For Rilure reficrence, the Wisconsin Coninlierchl BuUdhg (Wdc mill be uddremed h, SPS Chajqcm 360-366 In-GrOL111d I-IOWTS Index & 'Fide Sheet Non -Residential /VF-Risk I figh Strengffi Waste flr(rjeci Name: Hudson Rodeo Center - Non-f<esidenfial rat -Risk P(.)W'FS Contact Name: Hudson Rodeo ("enter, LL(I 0ncr's address 110 Box 167, Bayport,, VIN 55003 Siie address; ?09 Ism ear Cirde, I ludson, W1 54016 Noject Location: SUbdivision: Lot 5, Plat ot'lludson Rodeo Center [.Qgd Desciiptiow SD/�; SEIA, See. 217, 'E29N, R19W., To%km of Hudson, St, Croix Co, WL llwve11) P020-W43-05-000 R E C E I V loE`-": ["I"P APR 8 Z013 INE)US-mv sulw Page I Inclex and Title Shect Page 2 Site Plan Page 3 Daaly Ilow, ATU, TreatmentTank & Dispersal Cell Sizing Calculations Page 4 Dispersal Celt Cross Section Page 5 Munageinent Plan for At -Risk II(.)WTS Page 6 Parcel Map Attachments: Soil Evaluation Report by Ulbricht Soil Evaluation Report by Thompson tij, N P4r Marel, Pluri by'r'Restricted Servicta James K. Thompson, Dcp't, of Sat;ty & PTofessional Services Credential #30021 Date. Seil,ynature: Page I Of 6 DCIS'li�11 y)WSUIII I 1 10 h1­(.'r"a0und Sol I A bsoiption Compollem N I al I aul t'or I I() W, IS, wrsion I() SIJD- 1 0705-P 1N, 0 1/01 ; R. I O/1 2) -)n'.)P'4 rT AM C p�rsu� r°7'�1 °d 7�f•D� t,�p`S,ldl1'p f �Sao�Jd 4�7-s�-Fpl��-orals /mod v4 -1/-W J oap l� `.snsp- /l7 L/C 3,7 D/1 -,;�/ a &a!�5; rf -9 T ,. wof► 4' yl-1C N Hudson Rodeo Center 707 Rodco Circle, Building 13 Non -Residential Jji-Cround POWTS Proposdal pn accordamce mth in­giound POW I'S Coinponent Manu a I, Version 2.0, SBD- 10705-41 (N.0 I X11) JOB, Q111,'SCR IFTION: The HildM)n Rodeo Center consists of two retail Cacdjtics, Bod-i buildimus wcve constructed in 20(0 �ind contain 5 retail spaces The vac,,,int 707 building is curremly served b"', an exisfing P(11)\V1 S (ilrivate i,­)m!site I�Vasima�,cr Treatment Svscrn) conslstrn­ of as 2,000 ga llon septic; tanl, sid two trertches at 120' lon- %vr'dr 30 Infil[ramr QLJck 4 standard chanibers per trench providinlc!, 592.40 sq. fl, M'infjllraGivo surface area or all FASA 1,221,20 sq, fl, This dispersal cell will be convotled I'Or use by the adaccnt budding and wiH be replaced vifll two ncwly inskifled trenches, PROPOSAL: Hle et'lluent ph�e 5-oill tile existing scptuc tank %vdl be disconrlecied at the exktin­ dspersal aril header. The CiflUellt lnue, will be redirected to a new dispersal cell local.Jon and nvo ncwv lrenches of similar size mid configunation ),vill be insialled. Z, Pressure distributioll. laterak will be insmlled in anticipation of fillt.ire use ifATU installalion is required, Desi('1n. N.Vaastewatci- Flom (813 oved alesi2or. j?. 2 6 ga 8 I (,) n s t er tj�,JN) I Elstrmated Daily Flow as per cocle: 614,84 L (9850 sq.ft retail area)(7(l%)J.30 sq.11. per patron) - 229,84 gpad (20 employees all shifts) (13 gaLlemplovee) 260,00 p,),pld (5floor drain)(25 gallons) 12 5 . 0 0__ - 4gpd 1'�sfirmaled wastewater flcm 614.84 21 p d Desion Wastmater Flow: dcsi�m safety ficwtj, ?126 lid "I — _ - 921111 1 _-L Trea Inient J'a ilk C�apacit.y Calictilations: k(ic ja_nk Capacily EKiSlirnl WJC'Ser ' 000 gallon r-pjic tank with Zabel A 00 offlUCIlt f x at taak outlet ......... . ,14initnuxn required sep,6c tank cap acily (922.'26) (1 1,0 1 x 3 x 12.30) + (46 77 N, 12.'30) = I,925.94 ga,lions Ftittim Dose Chamber Calmeity & Dose Voltime (7 alciflations: (To be insialled when ATU required) , 19.61 gal.,"Inch 1,000. 10 gal. �KtUal) -Mantif" tit I & C �I t Wieser C,Oncrete Wi 000-NIR (51,00" -Eg", -. _qF_ 8- C A'p 24 1 Ir. hokfing c,ijiacitv B.50" -, 617 71 gal. ... ...... .... 13) Akfl,rn Setting: 2.00, 39 22 eal. Dose Volume ­ flow baA: 6. 50" 127 4 7 (922 26 a 1,/5 doss per clay, 16.3 )(4 0') 190.97 gA max. dose voltunc (.092 gal./Iincal J'ool of I 1/," lateial)( 135',)(2)(5) G24.20 gaL min, (lose wflume I)) RCCrvc storage: 11.001, 215,71 Tot LAL 5II .001" LOW, i I aal 2. PUB11) selection: Manufacturen Zoeller Model number: BIN 151 Nl.�I, discharge rate reyA-e& 29,20 glint) Pump, discharge: 5 ) — 1-Yessure Distribtition Netivork: (po be installed in anticipation of future nced) Force Malm Darrmcr: -..--2-" ­_ 1 01 -10' ["low rale: 35.00 Qal /min, Friction loss Forcemaim: 111.04._ . � 14 (I ) (2.5 8 ft ,, 10 0 ii.) 1 ff-32 fl. Pa� 3 of 6 t� 2. Manifold sizing: Location: End Length: 7.83' Diameter: 2" Friction loss Manifold: 0.63' (7.83')(2.58 ft./l00ft.) = 0.1.05 ft. + .0.42' fittings 3. Total dynamic head: T — 5 = 13.67' T— 6 = 12.67' Min, supply pressure at T-5: 5.50' Vertical lift: _T-5 = 7.0', T-6 = 6.0' Lateral T-5 = 80.5', lateral T-6 = 79.5', pump off = 73.5') Friction loss (Forcemain): 1.04' Friction loss (Manifold): 0.63' Total dynamic head: T-5 = 14.17' T-6 = 13.17' 4. Trench #5 distribution pipe sizing, orifice spacing & flow rate: Laterals per trench: 1 Lateral Iength: 13 5' Lateral size: 1 %:" Orifice size: 1/8" Discharge per orifice: 0.4313 gpm/orifice (l 1.79)(.125)(45.5') Orifice spacing (x): 48" ( 1" & 34`h hole at 18" from endcap wall) Orifices per lateral: 34 Lateral discharge rate: 14.6642 gpm (0.4313)(34) 5. Trench #6 distribution pipe sizing, orifice spacing & flow rate: Laterals per trench., 1 Lateral length: 134' Lateral size: 1'/2" Orifice size: 1/8" Discharge per orifice: 0.4689gpm/orifice (11.79)(.1252)(46.5') Orifice spacing (x): 52'/z" ( I" orifice at 22" & 3 1 " hole at 23" from endcap wall } Orifices per lateral: 31 (14.6642/0.4689 = 31.273) Lateral discharge rate: 14.53� (0.4689)(31) 6. Total distribution network discharge: 29.2001 gpm 7. Fluid Flow Calculations: 2.55 ft./second Effluent velocity = (.408)(35 gpm) = 3.57 ft./second (flow through PVC pipe to be 2 - 10 ft./sec,) 4 Lateral Construction Detail: l . Pressure distribution laterals to be installed in accordance with manufacturer recommendations within "Installation Instructions for Quick 4 Pressure Distribution Systems". 2. Distribution lateral to start at entrance through multi -port end -cap. I" orifice located at 36" from entrance through end -cap, last orifice located at 36" from end cap wall. 3. Distribution laterals to be suspended from top of Infiltrator chambers by plastic pipe straps at chamber connections. 4. %" orifices to be drilled at 12 o'clock position with every P orifice drilled at 6 o'clock position to allow effluent drainage upon completion of dose cycle. 5. Sim/Tech stf-106 orifice shield to be installed on downward facing orifices to dissipate hydraulic pressure. 6. 1'/2" lateral cleanout extension to be brought to finished grade by use of long sweep 90' elbow. Cleanouts to terminate within valve box. - —f 2 Dispersal Cell Calculations: 1. Design Wastewater Flow: 922.26 gpd Desin Flow 2. Infiltrative capacity of natural soil = 0.7 gpd/sq. ft. 3. Absorption area required: 1,317.52 sgft. 4. Existing absorption area being replaced: 1,221.20 s . ft. or 60 Infiltrator " -4" standard chambers 6. Absorption area as proposed: 1,340.40 s . ft. or 66 Infiltrator " -4" standard chambers Infiltrator "Quick 4" = 20.0 sq.ft. ISA per chamber, Infiltrator "Quick 4" end cap = 5.1 sq.fi ISA Number of trenches: Trench width: Trench length: Total system area w/ 4' trench spacing: Dispersal cell infiltrative surface elevations: 2 33 chambers per trench 2.83' 135.00' 9.66' x 135.00' 78.50' & 79.50' 6-,7q wvr-� I u,l 920V-04r?2rd9w '7 its/ Oh -Y-77 „,6 I!f c u= --1. h ^� -1jo I F v-c-1,ice;, s ` fcA-F.7., - i :1. �s:w?fi=ap�����, ovila Irv) N�`J �7s�7dsr� ! I ;p+ varr/jja FOE Rli v.0 ?n-7'� [! ln-GrOUnd Dispersal Cell Manageinent Plan for At -Risk F)(")WTS Pursuant to Dep't, of Safely & Professional Services 383.54, Wis. Adni. Code General Pic In -Ground septic systeni shall be operated in accordance with Di ep't. of Safety & llrol'essional Services 382-384 Wis. Adni. Code, and shall be maintained in accordance with component manual SBD-I()706-P (N.011/01). All local arid/or stile rules pertainrm) to systern maintenance and maintenance reporting, shall be complied vvith. Questions on the operation or T Maintenance of the systern should be directed to the instaflin­ plumber, Jini Thompson at (715�) 248-7767 or your County Zonhr,-, Inspector at (715) 1864680. Sje)(ic Tank The operatirig condition of the septic tank and outlet filter shall be assessed at least once every year by inspection. The oullet filter shall be cleaned ,is necessary to crisure proper operation. The Septic tank COMCnIS' shnfl be removed. when the sludge an(] scurn hi the tank exceed 1/3 the liquid VOILline offlie tank. Tlie contents of the septic larLk shall be disposed ofin accordance with NR 113, Wis. Adrn, C'odc, by ain individual certified to service septic tanks under s, 281,48, Struts. If the contents of the [an]( are not removed at Ilie time ot'die annual iISSCSSITIent, maintenance personnel shall advise the owner of wvhen service will be needed to inaintain less thaii 1/3 scurn and sludoe accumulation in the tank. The addition of biological additives to enhance septic tank performarice is geTterally not required. It'such products are used they shall be approved for septic tank use by the Dep't, of'Safety &, Professional services, Saf�ty and Buildings Division. No chemical additives should be added to the system. Septic tank rnanholei risers, access risers, and covers should he inspected for, water Oghtness and soundness. Any opening deemed unsound, defective, or subject to failure must be replaced, Exposed access openings shall be secured by an effective lockino device to prevent accidental or Unauthorized entry into a tank or other component, No individual should ever enter a septic tank as dan"erous gases inay be present that could caLlse death, Dispersal Cell Observation and vent pipes within the dispersal cell sl.-iall be checked for effluent pondilig, Ponding levels shall be reported to the owner. any pondin.- will be decanted to indicate an impendhig hydraillic failure. requiri . ing inore Erequent itionitorin.g. Porsisient pondino o[3" or niore within the system %,ill be addressed by testin effluent strength, Testing ofeffluent coiicentration will be conducted at 3 Cr day intervals lbr a period of 14 days with 3 samples being collected within that period. If concentration levels exceed Dept. of Safety & Professional Services standards, 3 additional effluent tests will be completed to determine average waste strenath, If testin- indicates, Nab, strencyth waste is beirta generated, an ATIJ treatment cornponent(s) vvill be installed in the cxistin,- treatment tank. The ATIJ will be inspected and nri­dntained as per Agreeinents provided as part of design approvals obtained at the time of ATIJ installation. Ifeffluent quality does not exceed DSPS standards, monitoring of dispersal cell ponding wil I continue semiannually, If necessary, dispersal trenches will be replaced by removal of existing dispersal media, removal of bacterial matt and reinstallation ofna:vwr rnedia at 6" below lowest layer of bacterial contamination. Test'inLy effluelit Quality: The sewage effluent cencrated at this site inay exceed the hi-Ii strength effluent concentration levels as, established by the Wisc. Dep't. of'Safety & Professional services. hifluent quality entering the dispersal component of the POW'I S may riot exceed 220mg/L BOD5, 150 MG/L TSS, and 30 irig/l, FOG F"Iffluent samples, will be collected and subrnived to a certified laboratory fort evaluation acts described above. Results of testing, will be subruifted to rhe County Zoning Departirient, Influent flow tray riot exceed maxim um. desigpn flow specified in the systeni design and sanitary permit. Should effluent quality exceed :L')Orng/L BOD�, 1.50 MG/LTSS, and 30 rqv,�'L FOG, can A1 U will I be instafled in the existing 2,000 gal, septic tank, a dose tank will be installed downstrearn cif septic tank with eff"hient pump connected to existing. pressure distribution laterals that were previously installed in dispersal trenches. ,NTanagement Procedures: 1, Monitor existing trenches, semi-annuaHy to detennine condilion of bio-mat, 2. Clean CffIL[Vnl fither ani-niady or as required by inspection. 1 Empty contents of septic larik annually or is required by inspection Of"ZiCCUMUlated sclids. P'g, 5 of'6 AnnuA MonitorinLy arid Insi)ection Procedures — Treatment tank I , Visually inspect all system coatponents. 2. EvalL1,21e sludge levels in septic tanks and PLETIP COTIMAS annually or as required by inspection. 3, - -s Inspect all treatment tank oudet filter & cean as needed 4. Determine dissolved oxyglen levels. Collect and subma BOD, TSS & FO( samples as indicated by D-O, levels. Contingency Plan: If any Portion of the system beccues defective, the defecOve component shall be Umnediately repaired or replaced with as component of the sanic or equal performance,, to keep the systern in prolicr operating condition. V, Should effluent cluaht exceed DSPS standards of 220mg/L BOD', 150 MCA., TSS, and 30 F'OG, an AR) %,vill be Y Z-�' installcd in the exis6my 2,000 gal. septic tank, as dose tank be instaHed do)vnstrean.-u of septic tank with effluent dlstributed to dspersal cell by connection to exisdn-, Pressure distyNnkm laterals that were previously installed in dispersal trenches, If thew dispersal cell component fails to accept avastewater' after installation of an AIIJ and PUMP ChUrTiber, the existing cfispersal trenches will Inc replaced by remova.l of existim, dispersal mcdia, removal ofbacterial. malt and reinstallation ofnLw media at 6" below lowest layer of bacteria] contanunanon. Ld AcON C0 3 ` s- a k i g ril - F� z z� �- s j 7 i slx v3- 5. / a f J I i ST. Land Use planning & Land Information Resource Management Community Development Department April 10, 2013 Wl Dept. of Commerce Safety and Buildings Division 3824 N Creekside Lane Holman, WI 54636 RE: Hudson Rodeo Center North Building, 709 Rodeo Circle, Section 28, Township 29, Range 19W, Town of Hudson, Lot 5 of Hudson Rodeo Center Plat. Parcel #020- 1443-05-000. Dear Mr. Swim: As per the Wisconsin Department of Commerce Policy "Processing High -Strength Wastewater POWTS Plans April 2009" St. Croix County will accept additional oversight of the above mentioned property provided the owner/plumber submit the following items: 1. A detailed management plan that addresses: water usage in the building, the required aggressive (12 month) system monitoring, wastewater sampling if extended ponding is documented, and the potential requirement for installation of an Aerobic Treatment Unit if wastewater samples indicate the presence of high strength waste. 2. An affidavit is recorded with the deed indicating the 12 month monitoring schedule for the life of the system. 3. A two year contract with a person qualified to perform the 12 month monitoring. If you have any questions feel free to call me at 715-386-4680. Sincerely, Ryan Yarri Land Use Technician Cc: Jim Thompson (Plumber) File Phone 715.386.4680 7.15.385.4686 www.sccwL us/cdc! Government Center, 1101 Carmichael Road, Hudson, Wl 54016 Fox www. facebook. com/stcroixcountvwi cdd@co.saint-croix.wi.us Wisconsin Deparirnenor Conrrrrerce PRIVATE SEWAGE SYSTEM $afely and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERM7) Personal information you provide may be used fGr secondary purposes IPirjvacy Law, s 15 04 (1)(rri)y PieririlHoider's dame City Wage X TownsNp Rodeo Center LLC, c/o Ronn Hechter I HudSorl, Town of (",Sl W Eiev Insip, BIVI I Elevrol e 7 , BM Description , f,5 D ----------- 6 TANK INFORMATION U'.""I I A Ir-, TYPE MANUFACTUR R CAPtCITY Septic "e AeMtrorr t-Ioldhig 'j, -ft.� : ""'k— TANK TO P/'L WELL BLIDGL Vent to Au lncake ROAD Dosing a I,: e;L V/ Aeration iotding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Nur77taer 1"L3H Li Friction Loss System Head i D IT H Ft Forcerrin I L66§th— - --r. jgist. to Well St cloix Saw:a-a Pe-, t Nc 56 1050 C 2 '4 30 5, C ,.Munn 1 n,' 1 3 11 a N ELEVATION DATA Benchniark Alt. BM BIdg. Sewer ve SVI-it liflet srlt,0 U K, apt H e a d er/tk, C Dist Pipe Fs 1D P) k, tint. System Finial Grade . . . ...... . 3,7 $OIL ABSORPTION SYSTEM, 7a 7, 0-4 13EDITRENCH MMENSIONS Width m9th No 0 Trenches PIT DIMENSiONS t 4o Ife f1l, S ETBACK SYSTEM TO l � P/L BLDG WEL L ILAKE/STREAM LEACHG iN M INFORATION T,,�� System J`— CIriAlOBER OR UNirr , , o A,J (�,,j DISTRIBUTION SYSTEM D�slirbubon si, P dole S.:)ao; g to Pipets) Length—___ D�a-.---.- Length_,-- SOIL COVER x Pressure Systems Only xx m6unri-i Grace Depth Over Deoffl Over- Of' Bed/Trench Center Bedrrrench Edges Topsoil lle, No COMMENTS: (Include code cliscrepencies, persons present, etC 11 nspoctio 11 # 1 57 3 jjjppp fl s pool o n k Location: 709 udson, W1 54016SE 114 SE 114 28 T29N R19VV) Hudson Rodeo Center Lo� 5 �3 rc eI N o: 2`181,) �odeca-CdrCl� Alt BM Descrition . ...... . ... ..... 2) Bidig sewer length amount of cover Plan, revision Required? Yes N, Use ether side for additional information. . . . . . ........ 4 Date "/ S�13D �67 10 (R 3'97) go�)Lfl X/ 571 .. . . ........ . ............ 4, Safety . — and Buildings Division st, Croix . . . . ....... . .. ......----- 201 W, WasNnglton Ave, RO. Box 7162 SanitarC Permit NUrnber ptcs be fifled in by Co.) P Ma6son, WI 53707-7162 emu' ? 5 C) YP&mit Appfic,.,ition ht accordancr with SPS 383.242i"Vi". �d`n,;, Code, subrrtission ofthis Conit to the appr,* ,;ui,ni, C> for Ntalc-owflCtr flrq�CoAddiress (ffdRYerent than nitafling addrv,,,-,) os reqLfired prior w c6taining a sanirarN 1ximil, Nolc� Appheduor, forms thc IX-partment oi'Safety and Profeo;i onal: Syervices. Petson W unftnnmtiorr you provide may be,a� laarrfaua W r "a in accordance it' 91c Same Cj Information - Please, Print All Information ........ .. � Inc, 020-1443-05-000 j I udson Rodeo CCntCl qwrly ChNner's Minhng Address PropertY lucatryn 709 Rodeo (.,'enteir (Jovf Lat S ell Zup i`rXJC Phone Numk­r j5: v, SE I/', Section 21 (circle orre) Hudson, W1 54016 (71 381-8230 T 29 1. 'Yype of Building (Oteck all that apply) Lase I or 2 Farndy Dwelfing - Numlicr ol'Bedfo�.Mns tqiuri Nwne ... . ...... lock ft Plat of Hudson Rodeo Center I SIT' Mall Na Desch - — ---- - ----- J City Of Owned Describe I Jst! unifier Viflage0j Na rg,fown mad Hudson ... . . ....... . . . .......... ift 4YP, u)f Pej.jnit: �k only one box oil line A. Complete line H if applicable) --- Nava System 0 ReIrflaQerritnit System RQpla"rilml Only Odrer Modifwation to 1:11xistkig Saeni texpdaiW �_ 1 1 W K- _18 I W7 List Ftryik;2 Permit NunibtT and, e5a;tie�,_1;q1WJ W Pernnii Renewal 0 Permit Rev iskm Change 01,11lumber D Pcrndt1#aw&r to� New 453 � I I issued 4/22AA & 1406re Expirarrion Owner - 15026, issued 11112/08 -- — ----- ---- ---- . ............ . . . . .... ype of POWTS System/Component/Device. (ClieCrk all that Apply) P'Ku)n-llres,wrizod ln-CM)Und _3 Preswrizvd In4jroond Al-Orade Mound 24 in, or su�tahle sod E) Mutind < 24 in of mitable wo Holding] wank U Other Nsper.,td Corntrone"i (Cxphrnl,__ Mvior (explain)__Mjr�5_.Kqj_&ht WK�A VDis irureat ent Area Information: Existing di )ers'al cells beiij� r Onn -ted 89 1 � 88 Sq. It Dvsign Flom, j� id Applicafi(m Rare(gp&t) Duspersal Area Requil spetmd Area Proposed (s System Elevalion 1,427.006pd 1,6 Gpd/sq. Ft. 71) 1 184,8 (1 sq. it. 8 1.25','8 1.40', $1 80', 82.W . . . .. . .... — . . .... VL Tank Infit Capacily in o i, Nlanufiacturer 6alkins Galkilts Univ; 7, 7 TM �ariks z U 'r, 5 — ---------- nL m HoldnigTank Na 2,000 & I .000 3,000 2 Wieser Concrete X . ....... .. Na VIL Responsibility Statement- Llheulft for i nstall'i tioa of I 1i e FOWTS show it on the alrac lied pla as. anw (Print) Plurnber's Signature Business Plvinc Number hunes K, Thollips n e*­ MPRS 30021 7'7'6 7' Addrvss (Strect, ity, State, Zip _JZ.1 5 24 8 340 Paulson Lake Lane, Osecoh, WI 54020 'o wilt VIR ("ounity/l -partin n!jj!n F cc Date L�mhoj lssumg "t Si Approved Disapprovedl Owner Gk!en Reason tor IX. Cond itttywgpolYt un units for Disapproval 1 Septic tank, effluent fiNer and diSpersM cieP rnusl aH b?_181 as per management pan provided by pkunber, �) 41- A4f OW, AL 2, AH setback reqmm uireents uma st be �intaBr*d as per appkable code / ordmames, Attach to complete plans for Ovsys4em and %ubmil C the Counly only on papsw not loss dinn 8 in A I I niches in size SBD-6398 (K11/10 M6 A. , f-� A. OCi [)Mk I S Index & Tihe Project Narim I I udson Rodeo Contact Ma ne� -Hudson Rodeo Center, Rorm liechter & Mike I"roefich Owner's adress, JJ0 [lox 167, LMEL.tv# ��tttl Site address: 707 Rodeo Circle, Hudson, W1 54016 Project Locatioru SUbdivisiow Lot 5, Plat of Hudson Rode(:) Center Legal Description: SEU4 SEIM, See. 27j29N- R. 19W.,Town ot'lludson, St. Croix Co., WL Parce i ID #: 020-1443-05-000 Page I Index and Tide Sheet Page 2 White Knight Specification Sheet Page 1 Waranly Deed Atfachmcnts: Stale approved Design & Installation Haws Mater Pltpylber Restricted Service: James K. Tho Dep't. of S. afely & Professional Services CredentiaI #30021 Signature: Date: Page I Of 3 Design pirsuantle In -Ground' wil Ab�,oq,)Oon Ck"nPO"M Manual fort'OWTS, vershm IOSBIM0705-P(N (1) 1 /0 1; R 10/12) AprH It 20 1 -31 JAMES K 111DRIPSON ACF, SOIL & SVIT. LVAL[ jArj 'IONS 340 PAULM)N LAKE LN OSC'FOLA WI 54020 CONDHIONAL APPROVAL PLANAPPROVAI., EXPIRES. 04/15/2015 SITE: ITUdson Rodeo Retail Mall - Building A US H"y 12 Fowriot'lludson, 540l6 St Croix County, SF-, 1/4, St,", 1/,4, S28,T29N, R 19%V Lmt: 5. Subdivision: I ludsmi Rodeo tinter F(HI.: CJV�&ON OF INDUSTRY SERV�CES 3824 N CREEKEDE LA HOLMEN AN 54636 C"Nos Tkwgh Relay vAyulspsv! govIbi www,wisconsin.gov Scott Walker, Governpr Dave Ross, Secretary ZONING OFFICF. STCROIX CiDtNTY SPIA 1101 CARMIC11AF1 RD HIMSON W15TA6 - - . . . .. ................. .. Iderilification NuTribus Frawsaction 11) No. 22301.50 She IDNo. 61N19 1 - — -- lolmxh— f1cat-it;1"�-- 11111se refer 'i identi numbers, abovein all corr s tie agen Y _p.oindenc c :____ I)cscripfion: Corn.onercial N0a-[)rCsSLLriZCd In -ground POW/TS / WK slope / Ponvonment Qeo Type: II)VVTS h6vidual Site Iasi Roguhiled Ot�ject 11) No.; 1423 191 MadnenancerequilIOLQ IA27GPI)ITvwnnv 90 in Sod nAnAnurn depT to Hind Ng lboor Mot original gradc� System(s): Non-Pmmui-ized hogrounT (2) White Kni�ght WK-78 AemWc TwaIment I -Wits, Me wring and&r Nhmiwrhg RCLIUiNd, P�TIIUCnt FdICm The submittal descrIctl above Ims been reviewed for conl6nnance With apI-flicable Wisconsin Adirninistrative Codes and 'Visconshl Statutes. The submittal has been CONDIYJONAL[�V APPROVED. Ttfls systemi is it) lie constructed and located in accooviance "kh We enchwed apgmed plans and "Ah aip ctmiloonent nimum](s) referenced above, The o"Yer as d0ned in chaptor 10 LO IQ 101 Wisconsin SWuw, is responstle Or cornpHance w0h all code requirements. No person may engage in cw work at phnnhfii,,,, in Me Maw urdess licensed to do so by the Depanmem, lxr Y 14 5M6, wals. I tic 16110vN, ing coriditiom AM H be ma dmig emmrmthmi or insw1hition and prior to occupancy or ruse.: 11V Reniiinders •7/ M CORRI This syem Vs bem mWe"Y and appRned as an Inobvidual Site. Dcsjgn. The sysocin shall be consnetcd in accordance %% kh the appmved plans aird ck SITS 3P, W& Alm (Vde, A sanitary pen nit mum b"Itaked frmn We emny whov this pniject is located in accordance kvkh the mquironcMs of"Sec. 145,135 and 145.19, Wis. Stats. 'I Inc: applicalicn f61-a sanitary pcl-T114 shall beaccompanicd wiffi documentation fliat the masterplUinber or master pltunher-restrictcd service Wio is to be responsible Rg Te irima'15don or modYlkatimi of Me P(AVIS, has completed approved Iraining on the proposed [q)VIIN technology or aredmid or has document,arion Mat approved training vvTI be pinivided during lhe inanlitkni of the IT)WIN, Ile apMkAdon for s.aidiary peen nit shall be acconmarded %%hh legal documertiahmmIall Ae umVtownts requiring servicing, at an aavi-v,,,d of 12 morahs or less shall be recorded vni dw dud Aw the proNal If this is not Present, as sanitary pern,61 can not be issued. Pa.p,, 2 115, 20 13 Inspection ofthe private sewa,,�,,e system inswiLadon is requit-ed. Ismangernom For inspection shall be made idth the dnWmAd COLInty official in accordance NAth the provisions of Sec. 145.20(2)(d), Wis. Stags. The actNi6cs relating, to evalumion and monkming PO%k" I S components after the mitial installation of the, P4,' in accordance xvkh out approved managenient pkm shad he condwed by a proper, credendaled POMITS NIAntaKer. • A MHIC afnMMed CtIlUC111 Hher is requked N/lairsenance innwrnatkm ;= be glen Ni Me om-ner of the tank explaking that perkdk ckuh, orthe liker is requRd. Access to the Aker Or cleaning must be provided per SPS 384 product approval conditions. • A copy of the approved phim specificatkms and dds Jew shall be on -site dw±j cmwnwdm and qxn to inspcc0ori hy authodad mprusemwives orthe I)cpaHnwn N64h may indmic Val ks"aon. (Kner Responsibilhies: The current ownen wW each subsequent o%own shall NcAve as copy oflis pester incruding innucHons rehuingi to pnTc-r me and makomnu or we system, Owners sU I receive a copy orthe appropriate operation and maintenance sinanual and/or oN%nct"s inanual for the JQVVIN described in this appruvaI. I One, wvner of the. POWTS sUH be responslic Rw ensuring shoat the operation and maintenance occurs, in accordance %Nhh this chapter and We approved rnanagement plan Under SPS 383.54(l). J—In die e%vm this m)d absoqUin syswrn or my rind its onriportem Pws maiNinclions �so as to crcatc a health hasul the pnqxny owner must Rdow the contaigcricy pLin as described in fl-w plans. Ile owner is responsible l'or subrrWQ a mAtemmce voiNvition report accepable to the county For modnWrittrice tracking purposes. Reporm shall be suhnulled at intervak approprit,ite for the corapotient(s) utilized in the 14011S, In gmmhg trims approval the Dhhkm of Indushl, Services reserves the ilght to wqdm Kunges o"d1dons should condkons arke nmkhg Tern nowyary JA code cozinphamm As per Moe qws I W. QQY nolkig M thins rev0v shall relieve the designer of -the responsibilily, 1(.)r as sar' budding., stri.tclure, or component, Inquiries concerning INs conespondmcc nmy be ntade to me at dw 10cowne ntindwr lAwd below, or M the address on this herterticad. the above left addressee shad provWe a cagy oflik letter and the POWTS ni,anagemon Mmi to Me omwr mA any others who are responsible Rw Ac WMAKtion, operation or maintenance ofthe POW I'S, SAM-ev. 1�rud N/I Kim POW FS Man Reviewer, Integrated Services (608)789-7892, Mon - r'ri, 7:15 arn - 4:00 pin Yr,sQmAKGxonAmgov Fee Required S 325A0 FU RCLCi% Cd, S 325,00 RAmwe Due S 4dM0 AYNNAART coda 7633 cc: Chadcs I, Bratz, PoViTS Reviewer IL (MM) 78948Q3 , 7A5 arn - 030 prn %mday - FHdy, Notz: EHeclive Januaq 1, 2012, all codes under Tejurkd0ion of the misk, or Indusny Sendces (Nnnerly Sa.fet,, &. IlLfikfilh,'S) wM be moWNW. (Idn-elmnes Ah prefixes MarAng "hh 17omm" have bun replaced with "SPS" to recognize the relocation of the Dwiskm of Industry ServicQs front the annwr Ykpartment (I(Ammnmwe to the r)cpartmok orsavy & nowsmotmi Services. IvIdRionaly, all IS (formerly S&B) codes have been renumbered and ad&vved V a "300" series. F'or naure rcRnvnce. the lVisconin Commuchl Budding Code will be addreved by SPS Chapters, '360-366, In -Ground POM"'S Index & Title Sheet Non-Residerifial High Strength Waste PrkNject Name; I ludson Rodet) ('enter - "Buildin�.� A" High Strength Waste Contact Name: Iludson Rodeo Center, 1,1.(" Owncr's address: PO l3ox 167, Bav2ort, NIN 55003 Site addrcs�: 707 Rodeo Circe e, I [Udson, W1 54016 Pro.ject I.,ocation: Subdivision, Lot 5, I'lat oft -Judson Rodeo Center Legal Descriptiow SEIA SI""' 1/4, Sec. 27, T.29N., R, 19W., Town of Hudson, St. Croix Co., Wl, Parcel [1) 4: 020- 1 443-05-000 MOMMI APR - 8, .U13 page I Index zind Title Sheet Page 2 Site Plan Page 3 Deis overview I "age 4 Daily Flow, AT Treatment Tank & Dispersal Cell Sizing Calculations Page 5 POWTS High Strength Management Plan Page 6 Dispersal Cell Cross Section Page 7 Existing POWTS Evaluation & Rejuvenation Recorninendat ions Page 8 Existing POWTS Evaluation Procedures Page 9 II'lluent test results & water meter to Page 10 Inspection & Service log Page I I Filter Specifications « S Page 12 Certification for Utilization of Existing Septic Tank 01tall Page 13 White Knight A'FLJ Certification Letter Page 14 Aeration Treau-nent Unit Agreement VE E.) P Page 15 Aeration Treturnent I.-Irift Service Contract ll�q�e 16 Parcel nwp iYANL) 8UNJANG3 Attachments: Soil Evaluation Report by Ulbricht Soil Evaluation Report byThompson Micro Brewer), Waste Water Mgrn't Plan later PlumberAestricied Servicc: James K. Thompson, Dept. of Safety & Professional Services Credential #3002 1 Signature: ",0:") LIL". Date: Page I Of 16 De,, ign pinswinito In-Growld Soil Manual forPOWTS, version 2.0SBD-10705-JI(NA/01; R, 10/12j dZt,c} iS'Dxab� �� : •w•� 'i1 d 4 f' S / �,�,wrKy'bi jr•�o 9 J'�'��- P'9'`f�s'W u,coq fly..rr%I:rl°d �n/n� t,w�c�n!p p�saderd ant)F ds� ir, ✓r�r.,rJ oaf °�' c_.nsJ�� von-a�taJ2 ��}sra'�� 1 �sdxco Aq f �.f L Hudson Rodeo Center POWTS Overview 707 Rodeo Circle, Building A Non -Residential ATU POWTS Rejuvenation This site is extremely tight with very little room to add physical treatment capacity. Our goal is to rehabilitate a pair of ponded trenches that serve an existing 5 unit strip mall while adding additional dispersal cell area to increase the overall system size. Two units within the mall are currently occupied, one unit by a Pub & Grill, the other by an ice skate sharpening service. A third unit is current) g equipped to accommodate a Micro Brewery which will not have any food preparation or service and will se 34 stomers. The two remaining units are vacant and are intended as retail space. Metering of the inlet water main t serves the entire facility indicates that an average of 551 gallons of water are used per day. Metered daily flow plus anticipated design flow is 1,427 gpd. BOD effluent strength is considerably lower than typical for this type of facility, but there is empirical data to indicate that the existing waste stream is being well managed and the waste water generated by the Micro Brewery should be less than typical when the Waste Water Management Plan they have developed, which has been reviewed and accepted by Wastewater Specialists with the Wisconsin Dep't of Natural Resources, is implemented. Following this plan will significantly reduce the amount of BOD produced by the site. Effluent grab samples were obtained and tested, resulting in average effluent strengths of 420 Mg/L BOD, 82 Mg/L TSS, 38 Mg/L FOG and 6.7 Ph. 1,000 MgfL has been established as a design factor for the Micro Brewery waste. When combined with the existing waste water load, the facility should produce a waste strength of no more than 550 Mg/L. Accordingly, design BOD has been increased from the 420 Mg/L tested value to 550 Mg/L design value. Our intention is to bring waste water strength to within highly treated standards, then divert effluent flow away from the 2 ponded trenches and into 2 newly installed trenches. The ponded trenches will then be allowed to dry over a 12 — 24 month period. Flow will then be reestablished to the original trenches with the new trenches remaining operational. PROPOSAL: Install White Knight W K-78 aeration treatment unit (two ATU towers) into existing treatment tanks. One (I) tower at inlet of existing 2,000 gallon septic tank, one (1) tower at inlet of existing 1,000 gal. septic tank. Lime will be added at the inlet of the 2,000 gal. septic tank to balance pH as needed. Effluent flow will be diverted away from the ponded trenches and sent to an adjacent pair of trenches that were constructed in 2004. These trenches have remained in place and unused since construction. Effluent flow will be restored to the original two trenches as the existing biomat degrades and infiltrative surface permeability increases, which is anticipated to take 12 — 24 months. The new trenches will remain connected and operational, resulting in the final dispersal cell consisting of four trenches. Pg. 3 of 16 Hudson Rodeo Center 707 Rodeo Circle, Building A Non -Residential ATU POWTS Rejuvenation Proposal In accordance with In -ground POWTS Component Manual, Version 2.0, SBD-10705-P (N.O1101) JOB DESCRIPTION: The Hudson Rodeo Center is a 5 unit strip mall that currently has two units occupied, one unit by a Pub & Grill with seating capacity for 98 customers in the bar and restaurant, the other by an ice skate sharpening service. A third unit is currently being equipped to accommodate a Micro Brewery which will not have any food preparation and will seat 34 customers. The Micro Brewery has created a Waste Water Management Plan that has been reviewed and accepted by the Wisconsin Dep't of Natural Resources Wastewater Specialists. The two remaining units within the facility are vacant. Metering of the inlet water main serving the entire facility has been ongoing from October 5 h, 2012 — March 18'h, 2013, indicating that an average of 551 gallons of water are used per day. Effluent grab samples were obtained and tested over the month of February, resulting in average effluent strengths of420 Mg/L BOD, 82 Mg/L TSS, 38 Mg/L FOG and 6.7 Ph. The existing POWTS (Private Onsite Wastewater Treatment System) consists of a 1,250 gallon grease interceptor, 3,000 gallons of septic tank capacity (2,000 + 1,000 gallon tanks set in series) and two trenches at 120' long with 30 Infiltrator Quick 4 standard chambers per trench providing 592.40 sq. ft. of dispersal area. The dispersal cell exhibits indications of partial failure evidenced by 12" of persistently ponded effluent within both trenches. Soil conditions at the site allow for a loading rate of0.7/l.6 gpd./sq/ft. of absorption area. PROPOSAL - Install one White Knight WK-78 aeration treatment unit (ATU), one (1) ATU tower at inlet of existing 2,000 gallon septic tank, one (1) ATU tower at inlet of existing 1,000 gal. septic tank. Effluent will be temporarily diverted to an adjacent existing dispersal cel I (unused trenches #3 & 4) as a surrogate for 12 — 24 months by installation of a diversion valve. These trenches will be replaced with two new trenches of similar size and configuration located elsewhere on the property. Effluent Flow will be restored to rejuvenated dispersal cell at two years, with all four trenches used simultaneously for effluent dispersal and absorption. As per DSPS 383.44(5) (a) 2 - pressurized distribution will not be required when rehabilitating an existing non -pressurized in situ soil dispersal component that is persistently ponded. Design Wastewater Flow: 1,427.00 gallons uer day 1. Design Monitored Flow, October 5`h, 2012 — March 6`h, 2013: T 551.006nd 2. Design Flow as per code -- Micro Brewery: 540.00 end Brewing Process water = 160.00 gpd (3 employees all shifts) (13 gal./employee) = 39.00 gpd (34 patron seating)(4gal./patron) = 136.00 gpd (I floor drain)(25 gallons) = 25.00 gpd Estimated wastewater flow — 360.00 gpd 3. Design Flow as per code — 2 Vacant Retail Spaces: T 336.00 and (8 employees all shifts) (13 gal./employee) W 104.00 gpd (3,000 sq. fl)(70%)/30 sq.ft .patron = 70.00 gpd (2 floor drain)(25 gallons) = 50.00 gpd Estimated wastewater flow = 224.00 gpd 4. Total Design Flow: 1 427.00 gpd Pg. 4 of 16 Aci-ation 'Freatmeiii ADDIII-atus Calculations: Wastewater Strength asTeste& B.O.D. --- 503 Mg/L,T.SSf - 106 Mg/l, F.O,G51 Mg/L, Ph --= 6.7 Wastmater Strength'I"arget: 13.0.1). -' 30mg/l, T.S.S. < 30 Nlg/l,,, ROG <50 My,,aL, Ph - 7.2 BOD Rcmov,& Wastewaler strength assurned at 550 rng/L BOD 6.55 lbs. BOL) to be refnoved/day. LS50 NjL-JU,12710,3,A) = 6.5456 Lbs. BOD/Day, removal capability rVqLJTvd 1,C)OO,O()O Manufact9lyr-e C a cit . White Knight W'K-79 t.Ijpjycrs d Installatiow Two (2) White Knight A FU's placed at inlet ofexisfing, 2,000 gal, & 1,000 gal. rep 6c tanks. T rea till Cri t Tanh, Caj),acitv (',Ijeulations: rceOr F.wJAnLL�lnlerce or Wiset-ConcreteW1250 with /abel A-300 -- - effluent fiher. --------- Grease Interceptor sized in accordance w4h Contnt, 82.3(5), unstalled to collect all ar)d only kitchen wastes, (98 seat capacity)(12 cap erafing hours pet, day)(1.0 appliance filcLor) 1, 76.0O gal, mininnint capacity. ir I 1"140- I C -[',.x ist 2 0010 & 1 000 v wwJlft Zabc;I A - WO effluent filters at tank oudets. l . Required effiLICtIt relerition thne per White Knight, design specifications 1.5 day rninimam retention fines. 2'. llropowd retention time = 3,019 Qapaci4y,11,427 gpd 2, l 16 days or 50 lirs, 46 minutes tarik retention taiw. Exisfin,g Dispersal Cel ' I "Ilculatiow"': 1. Design 2. Infiltrative capacity ofnatunal soil =,9.6 �q� 3. Absorption area required: .- 891,88 "sc - , It 4. Existingabsorption area: -;Lca.fl,.� (�i� Land chatTibers, & 8 end ca �?14 s J1 i LmtL Infiltrator. "Quick 4" = 9,64 s#t, I per chwitber, Infiltrator "Quick 4" end cap 3.50 sqJI, ISA Existing infiltrative surtace elevations: ]--1 82-10LI-2 81.25' NUITINr of trenches: 4 Trench wvidth: 83' Trench length: 123,0' Total system area w/ 6' trench spacing: -30.0' x 123.0' Temporary Loading, ot'S(vroaatc DiSII)CI-Sal Cell: I. Metered flow anticipated Micro Brewer; tlow'. 551 .4 360 9 11 gpd 1, Dispersal cell loading rate: 911 gpd,/592.4 sqft 1,538 gal,llsq,ft./day POWTS In -Ground Dispersal Cell Management Plan for High Strength Waste Pursuant to Wisconsin Dep't. of Safety & Professional Services 383.54, Wis. Adm. Code General The POWTS shall be operated in accordance with Dep't. of Safety & Professional Services 382-384 Wis, Adm. Code, and shall be maintained in accordance with component manual SBD-I0706-P (N.01/01). All local and/or state rules pertaining to system maintenance and reporting shall be complied with. Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715) 248-7767 or the County POWTS Inspector at (715) 386-4680. Effluent Ouality The sewage effluent concentration levels generated at this site will be high strength effluent as defined by the Wisconsin Dep't. of Safety & Professional Services. Influent quality entering the dispersal component of the POWTS may not exceed 30mg/L BODs, 30 MG/L TSS, and 30 mg/L FOG. Testing of effluent concentration will begin 30 - 60 days after the system ! is placed in service and will continue at 3 — 6 day intervals for a period of 30 days with 6 samples being collected within that period. If concentration levels exceed DSPS standards, additional ATU treatment components will be installed in the existing treatment tanks. Effluent quality will again be assessed as described above. All test results will be submitted to the County Zoning Department. Influent flow may not exceed maximum design flow specified in the system design and sanitary permit. The ATU will be inspected and maintained as per Agreements on file with system design and approvals. Septic Tank The operating condition of the septic tanks and outlet filters shall be assessed at least once annually by inspection. The outlet filters shall be cleaned as necessary to ensure proper operation. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NI2 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. if the contents of the tank are not removed at the time of the annual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Dep't. of Safety & Professional Services, Safety and Buildings Division. Any treatment tank opening deemed unsound, defective, or subject to failure shall be replaced. Exposed access openings shall be secured by an effective locking device to prevent accidental or unauthorized entry into tanks or other components. No individual should ever enter a septic tank or pump tank as dangerous gases may be present that could cause death. Dispersal Cell Observation and vent pipes within the dispersal cell shall be monitored for effluent ponding. Ponding levels shall be reported to the owner. Any ponding will be deemed an indication of an impending hydraulic failure requiring more frequent monitoring. Persistent ponding of 3" or more within the system will be addressed by either installation of additional aeration treatment units or removal and replacement of existing dispersal trenches. if necessary, dispersal cell trenches shall be opened, existing chambers removed, biomat and 6" of native soil beneath the mat removed by excavation and new chambers reinstalled. Continency Plan If the septic system or any of its components become defective, the component shall be repaired or replaced to keep the system in proper operating condition. Aeration Treatment Units shall be immediately repaired or replaced with approved components of the same or equal performance. Persistently ponded trenches within the dispersal cell shall be managed by use of diversion valve to relieve ponding condition. Monitorins and,Insnection Schedule All system components shall be monitored and inspected quarterly for 24 months after installation is completed. Monitoring and inspection shall be conducted semi-annually thereafter. Pg. 5 of16 Start -Up Procedure: 1. Inspect aerator operation weekly to verify air flow, turbulence, monitor water flow, etc. for 30 days. 2. Test effluent samples for 30 day period, beginning within 30 - 60 ays of installation. Samples to be collected li-om sampling chamber at 3 — 6 day intervals for 30 daysototal. Tests to include BOD, TSS, Ph. Two FOG tests will be completed at beginning and end of sample period. 3. Monitor water flow weekly for 6 months, monthly afterward. uarterl /Semi -Annual Monitorine & Inspection Procedures - Dispersal Cell: 1. Monitor water flow from building by use of existing water meter. 2. Monitor existing trenches quarterly to determine condition of bio-mat and remediation of hydraulic failure. uarterly/Semi-Annual Monitoring- and Insaection Procedures —Treatment tanks & ATU": I. Visually inspect all system components. 2. Evaluate grease trap condition and pump contents quarterly or as needed. Inspect & clean outlet filter as needed. 3. Evaluate sludge levels in septic tanks and pump contents annually or as required by inspection. 4. Inspect all treatment tank outlet filters & clean as needed. S Determine dissolved oxygen levels. Collect and submit BOD, TSS & FOG samples as needed. 6. ATU Inspections shall include the following: Blower Unit Inspect blower unit and air intake, clean or replace filter as needed. Check for excessive heat, noise or vibration. Alarm &far Control Panel Test electrical connections, current draw, alarm, pressure switch and high water alarm. Adjust or repair as needed. Treatment Unit Inspect manhole rings, covers, locks, vents, etc. determine operating condition of the units by visual observation & measuring sludge volume in each treatment tank. Measure dissolved oxygen level, temperature and pH of effluent within each unit. Collect effluent samples for B.O.D. & T.S.S analysis as needed. Replace Bacterial Inoculators annually or as needed. Surge Management; Anticipated flow surges produced by special events (i.e. St. Patrick's Day, etc.) shall be minimized by pumping all tanks prior to event. Owner shall be responsible for determining anticipated surges events. 1. Septic Tanks shall be pumped no more than 24 hours prior to event, leaving approx. 18" of effluent in the bottom of the tank to accommodate continued operation of Aeration Treatment Units. 2. Grease Trap shall be completely emptied. ',= lk /6V pra,4e efv. Existing PONVTS Evaluation & Renflediation Recommendations The f ludson Rodeo (`cuter is a 5 Ullit Strip RrAH that CUITC11dyf JIUS tl%'O Mats OCCUpied, One Unit b ' v a PUb & Grifl, the oum by an ice skaw sharperiing, service. A rhird unit is currently bving e(JUipped to accommodate a Micro Brvwer%, T'lle mo renlaining unus are vacant. Water rncte6rq; of'die fiacilit'y firoin October 5",21012 March 6'E', 20 l 3 rCSL&Cd ill all average of 546galloris of water used per day. l',"Ifluent grab samples were obtained between Feb. 6" - Fob, 2801 resultjllg in maxilllWn effluem streni,"bis of,501 N,Ig,L [WD, 84 NIgI, TSS, 51 Mg/I , JO(j jilld 6.7 Ph, 'I he existhig, POWTS Q)rivate Onsite Wastewater "I i-Qauluent system) consists oif' a 1,251.) gallon grease interceptor, 3,0 9 gallons otseptic tank capacaN (2,000 , 1 000 gallota ranks set in series) Juand two trenches at 20" long with, 301 M"Widard filfilUctOl' QLliCk- 4 Slaild,ard chornbers per irench providing 59140 sq, fl, oi*dispersal arc,i, The dispersal ceH exhibits indications ot'pariiad ficlihlf-e as evidenced by 12" ol'ponded efIlLICIlt Withill b0th, 0-0100. ITW S00 Corlditiolls at. th,.- site imficarc that a soil loading rate td'O.TL6 gpd,'sq.h. is possible. An ewaaluation of the systenl iflllftlIfliVe SLJ[fia CCS revealed the development of as Parer -matt approxiinatOy 3" thick, No SIULIOV, grease. slink rnolds or iilorgajlacs "ere Observed at tire inlittrative SUrfdCC or wthin the bio-mat, persistent ponding of the dispersal trenCheS iS dale to 0VCi'k)adiIlg WWI high Sti-Qngth w,"Iste which has clealed a SOITIC"iUlt jillplernI0,1hie frier -mat, The addition of' the proposed Micro Brewery wiH generate an additional wvaste%valer, Joad wit' 540 gpd. The rNNo vacam rclaO units wifl generate 300 gpd as per code. When ackled ro the exisOng rncterl.d w,istcwalcr flow, the wtd daily flow is anikipated to be 1,427 gallons per day. fire existing, dispersal trenches, if completely rehabihiated, will accominodate no more than 392 gpd of partially treated effitterit or 947gpd of highly treated effluent. Rerriediation Recornniendat ions: "rhe implementation of,tliesc recon-urieudations along, with a quarteriN, nwintemarice prograin is tire mininimn required it) brkrg the POWTS into Code compliance and back into acccpwblV operatirl-I condiflon, I Replace existing Acio-Sti-carn .BTU's with one While Knight WK-78 (two A It XWACV-S) - 011C Unit at iPflel W' 2,000 & 1,0010 gal SI` &, one unit at inlet of'ne\N l,(!0W500 gal. two compar-truent ST I Install diversion valve & divert wastewarer flow away from trenches I & 2 to trenches 3 & 4 for 12 months. 3, kQestabhsh flow to trenches I e1k 2 ait 12 moralls or as indicated by condition ol'intiltrative surface rvclarmt6on. 4 Install two new trenches to service adjacent budding, repLcing those dQdicated to this proJect. Recommended Start-1,42 Proved ure- hispect ,wramr operation wweekly to verit"y air ffimv, effluent turbulence, Illorlitor water flow, etc, t6r 3�,) days, I Test elfluent samples liar 30 day period, beginning at 30 days after insudkition is completed. Samples to be. coflecied from existing sankpling, canister tank at 3 - is day intervals liar 30 days, '7 total. 'tests to in6ude BOD, TSS & phi Two random FCC tests will be completed, 3. Cava onnor vvater flow weeMlbr 0 months, monthly atiler-ward, Recommended QL U.1-telly CVhlintentll'ICC SChedUle: ViSLlallY inspect ah systern coinponews. -ly or as needed. Inspw & clean ouflet filter as needed. 2 Lvaluate grease tramcondiclon and pump contents quartei 3Evapuate sludge levek ill septic ranks, uld pump contents as needed, IFISpVct ck C. eall Outlet filter's as rrecded. -1 Determine dlssolved oxygen levels. COI,IeCt WId SLibulit BOD, TSS & FOO samples as needed. 5, litspect lind c9ean compreSSOl�S au C0111POlientS. frispect electrical conneclions, anip draw, etc, 0 M011itOr trellCheS to determine condition of bio-mat and hydraulic loadiiq, P2, 7 ot, 16 Wastewater StrenLth Comparisons: Typical Wastewater Values,as.Wr SPS table 383.44-2: Highly treated Wastewater. BOD <_30 Mg/L Residential Wastewater Strength: BOD = 30 — 220 Mg/L High Strength Wastewater: BOD > 220 Mg/L Aero-Stream ATU performance; Average effluent quality W/ Aero-Stream ATU operational = 181 Mg/L BOD (Sept. 2012) Average effluent quality W/ Aero-Stream ATU operational = 404 Mg/L SOD (Feb. 2013) Average effluent quality W/ Acro-Stream ATU nonoperational = 415 Mg/L BOD (Feb. 2013) Required ATU performance to accommodate rejuvenation of dispersal cell: Average effluent quality:�60 Mg/L SOD Soil Loading Rates: Structureless, single grain sand = 0.7 gpd/sq.ft residential strength wastewater (30 — 220 Mg(i.. BOD) Structureiess, single grain sand = 1.6 gpd/sq.ft residential strength wastewater (-<30 Mg/L BOD) Organic loading of structureless single grain sandy soil: 0.85 lbs. BOD/1,000 sq. ft./day Dispersal Cell Loading Rate Cornuarisons based on Hydraulic Loading A,427 egd: Existine Flow Rates &, ExistinQ Dispersal Cell W/ Partially Treated Effluent ( 30 -- 220 M 547 gpd/592.40 sq.ft. = 0.92 gpd./sq.ft. (SB < 0.7 gpd/sq.ft = 782 sq.ft. or 3 trenches) Protected Flow Rates & Existin Dis rsal Cell W/ Partially Treated Effluent 30 — 220 M 1,423 gpd/592.40 sq.ft. = 2.40 gpd./sq.ft. (SB < 0.7 gpd/sq.ft = 2,033 sq.ft. or 7 trenches) Projected Flow Rates & Existing Dispersal Cell W/ Highly Treated Effluent WO Mg!) 1,423 gpd/592.40 sq.ft. = 2.35 gpd./sq.ft. (SB < 1.6 gpd/sq.ft = 890 sq.ft. or 3 trenches) Projected Flow Rates_& Proposed Dispersal Cell W/ Highly Treated Effluent(<30 Mg/L1 1,423 gpd/l,185 sq.ft. = 1.2 gpd./sq.ft. (SB < 1.6 gpd/sq.ft = 890 sq.ft. or 3 trenches) D Persal Cell Loadine Rate Comparisons based on Oreanic Loading - 1.427 apd: Organic loading of structureless single grain sandy soil: 0.85 lbs. BOD/1,000 sq. ft./day, 550 Mg/L BOD Sizing based on BOD loading: 6.53 lbs BOD/.85 x 1,000 = 7,682.36 sq. ft. required Organic loading of structureless single grain sandy soil: 0.85 lbs. BOD/1,000 sq. ft./day, 181 Mg/L BOD Sizing based on BOD loading: 2.15 lbs BOD/.85 x 1,000 = 2,527.15 sq. ft. required Organic loading of structureless single grain sandy soil: 0.85 lbs. BOD/1,000 sq, ft./day, 30 Mg(L BOD Sizing based on BOD loading: 0.36 lbs; BOD/.85 x 1,000 = 423,53 sq. ft. required Existing POWTS Evaluation Procedures Hudson Rodeo Center, Binding A (707) Monitoring Loads & Flows for 30 day period to determine suitability of existing septic system to accept and dispose of wastes generated by existing and proposed use of facility. Procedures 1.) Test effluent for BOD, TSS & Ph. A.) Collect effluent & submit sample of "oxygenated" effluent from sampling basin. Tests to include BOD, TSS, Ph. B.) Disable Aero-Stream ATVs. Continue effluent sampling from sampling basin at 3 — 5 day intervals for 2 weeks, 3 samples total. Tests to include BOD, TSS, Ph & 1 FOG, C.) Enable Aero-Stream ATVs. Continue effluent sampling from sampling basin at 3 -- 5 day intervals for 2weeks, 3 samples total. Tests to include BOD, TSS & Ph & I FOG. 2.) Excavate end of existing trenches to determine extent of infiltrative surface degradation and condition of bio-mat. 3.) Complete soil evaluation at time of trench evaluation. 4.) Monitor water meter daily by property personnel with readings by A.C.E. randomly at 3 — 7 day intervals for 30 days. 5.) Monitor ponded effluent levels within dispersal trenches. Pg. 8of16 SAMPLE ID Hudson Rodeo Center Effluent Test Results & Water Meter Readings WEEK DAY DATE REPORT # RESULTS (Mg/L) S.O.D. F.O.G. T.S.S. PH RC 01.02.06 Wednesday 2/6/13 9:15 AM 13002998 279.00 na 100.00 6.90 RC 02.02.1 1 Monday 2/11/13 8:30 AM 13003480 399.00 na 86.00 6.50 RC 03.02.15 Friday 2/15/13 7:45 AM 13003776 417.00 na 80.00 6.70 RC 04.02.18 Monday 2/18/13 7:45 AM 13003814 459.00 51.00 100.00 6.60 RC 05.02.21 Thursday 2/21/13 3:00 PM 13004373 431.00 na 70.00 6.70 RC 06.02,25 Monday 2/25/13 7:00 AM 13004410 503.00 na 68.00 6.60 RC 07.02.28 Thursday 2128/13 1:45 PM 13004934 453.00 25.00 72.00 6.70 Average: 420.14 38.00 82.29 6.67 Target: < 30 < 30 < 30 7.20 Water Meter Readings Date Meter Reading Gallons Days elapsed GPD 10/5/2012 1038920 na na na 10/10/2012 1041680 2760 5 552 12/7/2012 1065541 23861 57 418 2/6/2013 1104200 38659 59 655 2/11/2013 1110640 6440 5 1288 2/14/2013 1111480 840 3 280 2/21/2013 1115180 3700 7 528 2/28/2013 1118220 3040 7 434 3/6/2013 1121280 3060 6 510 3/11/2013 1124260 2980 5 596 3/22/2013 1130800 6540 11 594 91880 91880 167 550 Average gallons per day Page 9 of 16 Rodeo Center Inspection & Service Log Existing Components: Three Aerostream QT-800 ATU's, gravity distribution, two inground trenches 3' X 120', 60 Q-4 Infiltrator chambers, 68"t below grade. Rodeo Center LLC - Ronn Hechter & Mike Froelich 707 & 709 Rodeo Circle, Hudson, WI 54016 Ronn (651) 775-3447, RonPropMan@Gmail.com Gmail.com Mike (651) 486-8380 MikeFroeiichQComcast.com Mike Fassino (612) 414-2029 Jason Edwards (612) 227-7129 & Mike Fredereksen (651) 334-1021 Aero-Stream (877) 254-705 Product approval file #2008031 I 707 = Building A (South building) served by Eastern Trenches = T1 & 2 709 = Building B (North building) served by Western Trenches = T3 & 4 DATE PROCEEDURE 1/28/2013 Authorized by Ronn Hechter to proceed with grease tank, drainfileld pumping & preliminary evaluation of system. 1/31/2013 Proposal of methods & estimated costs to evaluate existing system presented to Ronn. Authorized by Ronn to proceed with 30 day system evaluation to include soil evaluation & effluent testing. 2/1/2013 Initial evaluation of hydraulically failed system. Large rolling air bubbles observed on outlet side of 2,000 gal ST. 1:00pm - No sign of air provided through aerostream unit in 1,000 gal. ST. Disolved oxygen readings taken - See below. 3:OOpm STs smell "septic", heavy floc on surface with carry over of emulsified grease, effluent dark brown. Filter canisters in all tanks twisted off center. Grease trap appears normal, filter canister & manhole rings evidence over toping of tank. Grease trap & both trenches pumped by Tri-County Saniation. Approx. 1,500 - 1700 gallons removed from trenches. Effluent depth at distal end of trenches - T I = 12", T2 = 12%" prior to pumping. Reading MgL Effluent temp. Sample location 1.68 9.7 C (49.5 F) 2,000 inlet bottom 1-71 9.6 C 2,000 inlet top 1.61 9.6 C 2,000 outlet bottom 1.77 9.4 C 2,000 outlet top 1.74 9.5 C 1,000 outlet middle 1.59 9.3 C Sample basin 2/6/2013 Effluent samples collected & dropped at Roberts W WTP. Returned & examined condition of treatment tanks. 9:15am- GT full. ST #1 odor very septic, heavy floculant, aeration units bubbling sluggishly. ST #2 very septic, heavy floc on 1:15pm effluent surface, no aeration, all 3 compressor pumps active. 10.5" of effluent at distal end both dispersal trenches. Water meter reading taken: 1104200 Soil pit evaluated at end of dispersal trenches. Soil suitable for conventional system at 0.7/1.6 GPD/Sq.Ft. End cap removed from TI and allowed to drain into soil evaluation pit. Floc & some grease observed. Very black organic biomat observed at bottom of trench, approximatley 3" thick with gleyed soil extending 3"-4" below biomat. Infiltrative surface does not have slime layer. Very black organic biomat observed on outer sides of chambers - most prevelant near bottom, diminishes upward. Sand slightly gleyed beyond with high moisture content extending outward 12" - 18" and heighth of chambers. Pg. 10 of 10 DATE PROCEEDURE 2/11/2013 Effluent samples collected & dropped at Roberts WWTP. Aerators off. 8:15-8:35am 2/ 1512013 Effluent samples collected & dropped at Roberts WWTP. I l " effluent ponded at distal end of both trenches. 8" at 7:45 - 8:OOam inlet of T2, 0" at inlet end of Tl. Tank effluent as before. 2/18/2013 Effluent samples collected & dropped at Roberts WWTP. Aerators re -enabled after sample collected 7:15 - 7:30am 2/21/2013 Effluent samples collected & dropped at Roberts WWTP. I i" effluent ponded at distal end of both trenches. 3:00 - 3:30pm Aerators running and operating as before. Water meter = 1115180 2/25/2013 Effluent samples collected & dropped at Roberts WWTP. Aerators running and operating as before. 7:00 - 7:20am 2/28/2013 Effluent samples collected & dropped at Roberts WWTP. TI dry at header, 12" effluent at vent. 72 7%:" effluent 1:30-2:00pm at heaer, IN" at vent. Aerators running and operating as before. ST #I & #2 both very septic & "sour". Heavy floc on surface of ST # 1. Water meter = 1118220, 3/1 1/2013 Meeting with Mike Froelich to present findings of system evaluaiton, water flow, effluent strength, proposed system 4:00-5:OOpm rejuvinatioa, plan review & permitting process, etc. Water meter reading: 1124270 3/16/2013 All tanks emptied by Tri-County Sanitation in preperation of St. Patric's Day surge. 3:O0pm 3/18/2013 Tank levels inspected by Tri-County Sanitation. Greasettrap filled 3" from outlet = 1,175 gallons, Ist ST filled 12" 5:00pm from outlet = 1,500 gallons. 3/22/2013 Site investigation for replacement dispersal area to serve 709 facility. 9:00 - 11:00 art Aerators running and operating as before. ST # I & #2 both very septic & "sour". Heavy floc. 14" effluent in both trenches. Water meter reading: It 130800 2 J� r fi�,ditFPn'� :ro,wa w.r .nap �m?i ,. ..�.. � .,�`u;u ✓*Y i.r ,...... o d/ 1 'd r r� ,. am .,'ow h i d booi;i ; ;birt%V u�iGt e4 i, �l !m r�' �+'�r'V! 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CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address) 707 Rodeo circle, Hudson, WI 54016 located at: 5 '/4, SE '/4, Section 27 , Town29 N, Range i9 W, Town of Hudson , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service 3116/13 Did flow back occur from absorption system? (if no, skip next line.) Approximate volume or length of time: Na Tank Capacity: 2,000 gallons Construction: Prefab Concrete x Steel Manufacturer (if known): Wieser concrete ge Tank (if known): 8 112 years Permit n mber (if known) 453111 Signature) Master Plumber Restricited (Title) April 2. 2013 (Date) Yes No X gallons Na minutes Other James K. Thompson (Print Name) (License Number) MP/MPRS Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 i YSTEMS "Guardians of Water QualityV 281 Co. Rt. 51A, Oswego, NY 13126 1-800-560-2454 / 315-343-8521 / Fax 315-343-2941 www.knighttreatmentsystems.com April 2, 2013 Mr. Jim Thompson ACE Soil & Site Evaluations 340 Paulson Lake Ln. Osceola, WI 54020 ' Re: White Knight MIG"m Sizing & Suitability Confirmation / Hudson Rodeo Center To whom it may concern: I have reviewed and discussed the proposed Onsite Wastewater Treatment System upgrade for the Hudson Rodeo Center, 707 Rodeo Circle, Hudson WI, which includes the use of (1) White Knight Microbial Inoculator Generato0A Model WK-78 (2-column unit), with Mr. Jim Thompson of ACE Soil & Site Evaluators. Based on the information provided; estimated influent strength of 550 mg/L BOD with a calculated design flow of 1427 GPD, I am pleased to confirm that the proposed use of (1) Model WK 78 with one of the two provided columns installed in each of the existing tanks satisfies our recommendation for a 2- day overall residency time of the wastewater in contact with the unit's components and falls within our manufacturer's sizing guidelines to achieve highly pretreated effluent. It is important to acknowledge that each onsite wastewater treatment system will develop its own individual and unique operational personality and characteristics that will continually evolve with time and fluctuation of user input. With this said, a change of intended use, increased hydraulic or organic loads or other operational change may require the use of additional White Knight MIGTM units in the future. Please feel free to contact me directly with any questions or concems. As I am frequently out of our main office calling my cell phone at 315-5754676 is the best means to assure a prompt reply. Thank you for your time and consideration. Respectfully, /4/0C Mark C. Noga, President Cc: File ?5 13 W /6 Document No. POWTS AGREEMENT Owner name and address: I ludson Rodeo Center C/O Ronn Flectiter & Mike Froelich 87Cf� C'Outq ry PO box 167 Bavpp.rt M N 55003 This indenture, made by Owner and their successors in interest, own a POWTS (Private Onsite Wastewater Treatment System) requiring regular monitoring and maintenance in accordance with the manufacturers recommended procedures. These procedures must be performed by a manufacturer authorized service provider, licensed by the State of Wisconsin to perform these services. Results of these procedures shall be reported to the appropriate Governmental Unit as required by code. 977282 BETH PXl3S I' r'MG1S1'ER OF DEEDS S31% CRO'IX CO., WI RECEIVED FOR' RE:CORD 0Sri /22/2013 2:44, PIM EXE IM PT 0 : REC FEE30.00 PAGM I Return to: St. f :roix County Zoning Dep't. I 101Cannichael Road Suite 1200 Hudson, Wl 54016 L o c..a.i.i on of P 0 W T 151, -' 707 Rodeo Circle- Lot: 5 Mock: N HUdson Rodeo Cen,ter, 1 ­4 . Subdivision/CM! being part of SEI/4SEI _5,egion 28 1. 29 St. Croix Count , Wisconsin. Parcel Number: 020-1,443-05-000 POWTS DESCRIPTION: One (1) White Knight W K-78 containing two (2) aeration treatment units with treated effluent discharged to existing in -ground dispersal component. OWNERSHIP RIGHTS AND RESPONS] t3l L'rl' Y FOR POWTS: I Property C'Nxner as described holds solew onership rights and is responsible for insuring 41 1 operation and maintenance of POWTS. Mike Froelich Acknowjedj,emerq: ([)ate These named, Mike Froelich, known to me to be the person MT-uffkg' he foregoing instrument. Subscribed and sworn to before me this t7 day of. V '2013. - I . . . .... .... .... . No'rARY PUBVIC,Sate 'C My Commission Expires: Instrument Drafted By: James K.Thom sV—o2111 Pg. 14 of 16 Dorument No POWTS AGREEM[:N] Owner name and address: Hudson Rodeo Center 00 Rpn� [fi� _qtLr Mike hL _&Erpq]ich PO box 167 Bayp t_Ml� 1,1003 This indenture, made by Owner and their 5LICUSSOH in irocrest, own a POWTS (Private Onsitc Wastewater 1'reatment System) requiring NgLdar monitoring and maintenance in accordance with the rnamd"actureis recommendvd procedures. These procedur�es Must be performed by a MMIUfaCtUrer w.,Jthorized service provider licensed by the State of Wisconsin to pcffinrm these services Results of ffiese procedures shall be reported to the appropfiaW (.3overnmental Unit as required by code, Location of POWT'S: 977282 B ET`H P A B S'T` REGISI ER OF DEEDS S'T. CROIX CO., VVI RECEIVED FOR RECORD 04/22/2013 2:44 PM EXEMP' #: REC FEE: 30.00 PAGES: 1 Rcturn 1w I IOICarmichaaeI Road Sk6w 1200 Hudson, W1 C,4016 707 Rodeo Circle-, Lot: 5 Block: Na SUbdjvision/CSM� I Judson Ka dco Centgj, being Part of. j/4SE/�qctj L29 N. jL _19W InU.tr ON_ () rl,,. _Sa roarsmmC :ci„ru!ay.,i o I ?su n, Parcel Nurnbm 020-1443-05-000 POWTS DESCRIPT1W One (1) White Knight WK-78 containing two (2) aeraticm trcatn,aent unas with trcatcd disdiarged to existing in -ground dispersal cornpommt. OWNIERSHIP RKA-11'S AND RESPONSibil, FY l"OR 110%V'I'S: Property, ( ner as, descrihed holds soo le wncrship rights and is reswh�,: pvm1')l HIS,fl,Hh, — inspection and maintenance of" POWIS, Mike Froelich AcknqwJed&qM-qDt: - T'hese named, Mike Froelich, known to me to be the person ecUtlt�? )he fol'CO,NM� 111S��"UMICM Subscribed and sworn to before me this 7— 13. MARYJ0FAFIRELL NOTARY PUBLIC NO Vt k -17ARY PUBZIC, Sliate f ee�n,+m �"dalI rl MINNESOTA i C rn j s � "$Tl E x p � r ua i an 91 ./ t, 1: my Commission Expires: Instrument Drafted Thy.. Xnes K. 'rhompson 1 of 1: 7 POWTS SERVICE CONTRACT The proper operative and maintenance of the componems listed below will 50ifrcaatly infamm the perform and We expectancy of the POWTS (Private Onside Wastewater Treatment System). This agreement authorizes A.C.E. Soil & Site Evaluations, L.L.C. persotmal (Service Provider) or their r+epreseive access to the POWTS components during regular business hours to perform regular inspections and routine maintenance of those components. It is herby agreed by and between Owner and Service Provider that in consideration of the payments provided for herein, Service Provider will provide a mwwhdmar trained and State licensed inspector to perform periodic inspechm of the POWTS components as set forth below. Service Provider will prepare a written inspection report a?= each inspection containing any reconnnendadons for the opostim maintenance, and or repair ofthe POWTS deemed appropriate by the Service Provider. A copy of the report will be provided to Owner and the appropriate Govaimuental Unit. Service Provider will supply additiawl services, parts, or labor only after authorization by purchaser. This agreement does not assume any responsibilities or obligations that are normally the responsWities and obligations of the Owner and does not cover any costs associated with operation, maintenance and or repair oftbe POWTS. In no event shall Service Provider be responsible for any special or consequential damages, including but not limited to, loss of time, injury to person or Property, or incidental economic loss due to equipment failure far say reason whaboaver. This s eement shall remain in effect for a period of two (2) years from the date of POWTS installation, and will be ausomwficOy renewed each ZZ tdereafter unless amended or cancelled by citfier party with 30 days written nmice. This ageement may be cancelled by Owner only if replaced by a service contract with anodes service provider authorized to inspect and maintain the specific POWTS eomporems m question. Purchaser agrees to pay Service Provider the sum Of 12J.00 per inspection. Eight (9) inspections will be provided over the faun two-year period at three-month intervals. Payment for the first eight inspections will be inchrded in the cost of the POWTS design. Two (2) inspections per year will be conducted thereafter with inspection fees billed at the time of inspection. Additional fees associated with efituent testing, when required, will be billed at time and material cost. POWTS DESCRIPTION: One (1) White Knight WK-79 curtaining two (2) aeration pre-treatment units, pre-treated of lwnt discharge to in -ground dispersal component constructed is compliance with In-C xmd Soil Absorption Component Manual, SBD-10705-P (N.01/01). POST0 I.ncatkc 707 Rodeo Circle, located in: AV14 -2'/+ of Sec. 28, T. 29 N., R. 19 W., Tor of HWUM St. Croix Co., W1, Parcel # 020-1"3-05-000 Owner name and address. ^T Rodeo Center. LLC CIO Room Hecirber & Mike Froelich PO Box 167 Bayport, MN 55003 Smic t Proves: it & Site Evaluations, L.L.C. 340 Lake Rood Osceola, 34020 Q � � Drafted By: lames K. 'ismosort Pg. 15 of 16 LASEMFNT 28272 S.N. Ls 0.65 Ac.1 l L9 9 � N 82*2952 _ _51 a5, B 47.4 \p� \ \ ss\ 1-553.79' s 247 81 � %L\ �. i^ �o ' CD co 1 101727 s.F. �� 88320 s.F_ cr a ; - - se' 3 2.33 Ac. s\ 2.03 Ac. \ B.M. TOP OF o 3/4" IRON REROD p. f O 3 Q f 0.3p 2� ELEV, 935.05' La 1 151381 S.F. I r' f 3.47 A c. I o o O n 212 i 86695 S.F. _ > �1 1 N �10� 95 w 96996 S.F. 1 B.M. TOP OF Z/ 3/4" IRON REROD 100' 1 2.23 Ac. ' N ELEV. 931.41' / r�1C 1 B.M. TOP OF 3/4" IRON REROD � g 295.19' in o NNb 225.55' S 89'50'43" E 520.74' N NO ACCESS 4 0 n Deparbrat of Commerce SC71t. EVALUATION REPQRT / 3 Oivisivn of saixy wld Suildinps pow __ of in a000rdenoe with Conch 85. Wks. Adm. Gale AUtaC cornpielg Bits Plan on paper not less than B 1/2 z i 1 cldtea in size. Plan must Couoy S % Ce0 oc ndude, but root knifed b: vertical and horWxtw n*8r9nce POW IBM). dweckn and Panel LD. Purcem sfapc, scWa ordimendons, north arrow, and location and distance io n,&Wast road. !'lease print aA lnkWnlBdCW . by Data P.noar yw pwina'w a UNA Apr ..mr� pwP0'" (P.ivacrt s.., ._ 16.dr (J? (.A. HC73o7, d �G Lut.5Ft 19Sic1/4 32'8 iZ! Fi i2 ` E(or)w ,�"a 200 �eloat�trSFANswrat Hoed s� �f, h�Uvso,-j u. s. ,fkvy. rz . New Cowl"-6 Uee: q Rw derrti,at / Nrrrrber of bedrooms code derived dnW stow rate -Aflu AjOk;Al G+D Raptao"w's P1 aLAft or 0xMwcw - Desawe: _ .4rL :> 4ZAf d" jf L Parer>t m*ww Flood Plain AwoW t it appkcable _ , d n and reownrriendaWnw 41e ,+ 7e5 T� SO / 7>, -,5A6r- t -iQ l4.v /W �--! ®Pit crcwr,d ersiev. it Depkl b l oft taaor> / in. 6F FM® U FMM�mmm Ltj®2 � u Soft �y�S > .f PFt Ground stataoe ebv. ft. DePlh to ' ift bckor in. MOM RAgwPr LBRrG4T ,f v 2 /• . Priv a sewage Consultants 2812 0th Ave, Spring W 1547 7 4t--V-� CLY 04 ORIGINAL �1 d � Tehrpltons Nuirbw^ 7�s• rr� - 3 y 00- • 1 . . ...... ..... 7- 5- Pit Gr=xi ft BoringfE1&,,-j-j D44M W lbiftig kvckx �—� Im 2, 3, ! "i-ilm-111.0 WX), >,30�220 W40L EM TSS >YJf, l5OfYVL E.Akwg Z2 = OL, 30 rfvt awls&� C4L t� 13 t 0 L)AAP 1 Y m ( /-Or Y-) 2315 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 2 Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code A.G.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and - - — - — - percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. 020-1443-05-000 Please print all information. Reviewed By Date Personal mlonnalion you provide may be used for somwary purposes (Pnvacy Law, s. 15.04 (11 (ml). Property Owner Property Location Ronn Hechter GovL Lot SE 114 SE 19 S 28 T 24 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# PO Box 167 _ _ 5 na Hudson Rodeo Center City-�-- State Zip Code Phone Number W - - City Village ✓ Town Nearest Road - - Bayport MN 55003 ; (651) 775-3447 Hudson I Rodeo Circle New Construction Use: Residential / Number of bedrooms Code derived design flow rate _ GPD Replacement ✓I Public or commercial - Describe:Stri mall - 5 units Parent material Glacial Outwash — Flood plain elevation, if applicable __-_Na General comments and recommendations: Soil suitable for in -ground POWTS with 0.7 11.6 gpd/sq.ft.lday loading rate. El be Boring # Boring Pit Ground Surface elev. 88.23 ft. Depth to limiting factor >1 in. Sod Application Rate Horizon Depth Dominant Color in. Munseli Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. 1 Consistence Boundary Roots I GPDA2 'Eff#1 'Eff#2 10-10 10yr312 none sit 2fgr mvfr cs 2vf,fm 0.6 0.8 2 3 4 5 10-28 28-39 39-53 53-132 10yr3/4 none sil 10yr5/4 none sit 10yr516 none sl 10yr514 f none strat. s 2fsbk dish Cw 2vf,fm 0.6 0.8 2msbk 1 msbk dsh— cw 1vunn 0.6 0.8 dsh cW 1 vf,f 0.4 0.7 0sg T dl - -0.7 1.6 tlnuent 01 = t5UL)5> W < ZZO mg/L pind I t55 >30 < 15t] mg/L ' Effluent #2 = BOO < 30 mgfL and TSS < 30 mg/L CST Name (Please Print) Signatu e: CST Number James K. Thompson _— �. --- 3602 4ddress A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 2/6/2013 715-248-7767 XFINITY Connect Page 1 of I XFINM Connect Ilubentnelpheco =gi*jw + Font size - FW: Pitchfork Brewing Wastewater Management Plan From : Mfdtaed fredrk*SW <pMrttcarrnike&wnall.mm> Wed, ]art 23, 2013 11:22 PM Subject: FW: Pk fdlt Brewing Wastewater Management Plan To: mucefroeud*oxncast.net From: SbephenSrrdU*Wleoorlsin.goy To: palnhrcarudke0hotmail corn Cr— P'eter.Skorse"Wioonsin.9w Date: TN,16 Aug 2012 09:40:46 -osoa Subject: RE: Fftfork Brewing Wastewater Management plan Mike; In Follow-up to our tefephone conversation yesterday, I have briefly discussed your proposal for handling I disposing of the non -domestic wastewater and residual solids generated by your microbrewery operation with Tom Mugan (WORK Wastewater Supv.) and fete 5kerseth (WONR held wastewater engineer, baldwin Service Center). Based on our Internal discussions, we behave that the scope/ nature of your project Is sufficiently limited that further review and issuance of our standard plan approval for the proposed wastewater / residual solids holdktg writalners w9U not be required In your case. We do not object to your propMd approach far hokOng/ containment of these waste materials, Nowever, piwse contact Pete Skorseth (715-684-2914, eut.108) for further information regarding the required general permit Vplkalien / coverage for proposed disposal (land spreading) of these process waste materials for your mkrobrewery operation. If any questions regarding this message, feel free to contact me. Thank you for cOmPfling / submitting to background planning information in reference to your proposal. Steve Smith - WONR (Madison office) 6oil-26&75$0 From: Mlettels! Fmdrk*M [maUto:paintitanmlkeC"W mnil.00m] Setts TUfr, August 14, 2012 11:36 AM Tot Smith, Stephen I - DNR SubPctt P9t Ork Brewing Wastewater Marlagerrtent Plan 5tW1011, I just acWenUty sera you a blank email. Sorry about that. Per our CDiiMO wbon, I am wring you the wasWwMw managerrttxt plan for AItCtftt Brewing, LLC as well as matWal safety data sheets on al the dternk& we wil be using. I am also adactiing an artide about Wastewater Management at a larger breiwery that I used to guide the development of our water plan. Lat me know If you need any eater infomlatfon or have any gtresGions. Thanks, Nuke Fnedrk*sen http://web.hail.comcast.netlzimbralh/printmcswge?id=204593&tz=AmericalChicago&xi... 1 /23 /2013 Waste Water Management I -]an Pitchfork Brewing, IA-C Being as small brewery with a 20 gallon pilot systein and an 80i gallon main brew systern, and as business model xvith the environment ill inind, we at Pitchfork Brewing are excited to incorporate a waste water management plan to be as environmentally friendly as possible. The first way we are going to do this is by capturing (fie high BOD liquid fi-om the brew, the fornienter cleaning. and Crom the packaging, / tap root ni excess. This liquid will be collected ill as food grade 55 gallon barrel and land spread on my and I,Yl,y partner's personal property. (Fhe 'Ai DNR, land spread perrnit is being applied for.) On brew day there are 2 places high BOD liquids are present: time laUter tun and the boil kettle. The lautcr tun contains all the spent grain and left over water born sparging. This tends to contain a high level of sugars, protein, and starches. The grain and liquid will go irito a disposal bill for a local fanner to pick LIP for chicken and cattle feed (sonie f will take for my own chickens). The initial cleaning H2O will go into Our BOD collection bin which will be kept at 35 degrees to slow spoilage, The brew kettle will be equipped with as perfbrated false bottom which will catch tile majority ofthe hops and Proteins ftom botli hot and cold breaks that may occur ill the boil. The hops. proteins and residual liquid from tile kettle will be dumped in the fanner's collection bin. L)uring clean Lip initial high BOD water will again be collected and placed in BOD collection container. During tile fermentation process we Nvill be fiermenting in some glass fernienters, but the niajority of the beer will be fermented in conical fernienters. The conical fermenters are designed to drop out solids to the bottom and be drained out by a valve. This will be placed in the farmer's collection bin and when cleaned the high BOD cleaning water will be discarded in tlie land spread BOD container. The last area ofcollection cif bigh BOD liquid is during packaging and I ' ap room discard. During packaging our spillage will be collected in a bucket and placed in the land spread bill, Aiiy tap roorn collection will be deposited into a drip tray that runs behind the wall into the 35 degree cooler that collects in a bucket that get dunips in the land spread container. I bre,wed a 20 gallon batch at home and collected my high BOD cleaning liquid and reached 3 gallons, Based on that Fni estimating no more than 12 gallons will be produced from a 80 gallon batch froni start to finish, "I'lle line of'cleaners and sanitizers wvffl be Purchased through 5 Star Chemicals. They provide chernicals that are both eflective and environmentally friendly. The products, that will be used primarily are the Star San Sanitizer and PBW cleaner, 'These chernicals will be mixed LIP, per instructions and held in bills ini carts. One containing Star, San and one PBW, tile cart will have casters for mobility and a pump for recirculation through equipment. Equipment that can't be recirculated through will be sanitized by spray bottle application (these sanitizers have a 99% kill rate at one minute of wet contact). We will reuse these chemicals until they are no longer effective before they are discarded. I am also including the material safety data sheets for Saniclean (a non foaming version of Star San) and acid #5 and acid #6. The acids are only used in case of build up on equipment (scaling) to remove solids. These acids are neutralized by combining with Star San and PBW and holding for 15 minutes (then safe for discarding). 5 Star Chemicals can be reached at 1-800-782-9091 or at www.fivestarchemicals.com. I also including one brewery waste water management article that assisted me in my waste water plan and a chart of a large brewery's BOD break down per process. Water Use The average brewery uses 5 to 8 times the amount of water to produce a single batch of beer, which means during production 80 gallons of beer we could potentially use 400-640 gallons of water through brewing, chilling, cleaning, packaging, etc. Our brewery at first will have the capacity of 12 80 gallon batches (with room for growth up to 16). With out water saving methods and brewing 16 (if we increased our capacity) times a month we could use up to 10240 gallons of water with only 1280 gallons of that being beer leaving 8960 gallons for cleaning and chilling. So here are some of the techniques we are going to employ to reduce water usage. 1. Recirculate small volumes of cleaners and sanitizers rather than completely filling a fermenter and draining at each step. This will reduce water in and out by about 160 gallons per batch or 2560 gallons per month at max capacity, reducing the cleaning and chilling water to 6400 gallons per month at max output. 2. Recirculate cold water through the plate chiller instead of letting the water flow at a rate 5 gallons per minute for approximately 30 minutes. Figuring we start with 50 gallons of cold water this should save 100 per chilling or 1600 gallons per month at maximum production reducing our water use to approximately 4800 gallons per month for waste water. (We may even be able to reuse this water for multiple batches). In conclusion when we employ these water saving techniques, we will be at the very low end of the average water usage with approximately 400 total gallons in and only 300 out for a total brewing cycle. ! M I I'll i w M:' MV RC * -Numbersd TvDicall Aliwllicafions Residential #I r WK-78 Large residences, and small commercial applications, E LIEN Model NNrn�aciN ilNnngnrdllrr4f 7Miedia IrNIrN"NNNf�1iNipN'rNd ppn°cN Diffuser r c rim Tank aN � N l Nr Np' d maximum it Fla ww ( Ff"d d ( llo n To wer 1 rug tuber f � � O (dia " x bedrooms loading height") 1p .5" - 6 1000 2 1 " x 3/401 m' Model l Minimum Maximum Amps Volts Output @ Air Purnp psi Sound (F') Level Nan " dBA 2.1 120 Model # Vo'l'itage AmpsFailure Alarm Type Overload Switching Max sensing protection 120 8 Pressuredrop' Visual l rnd orm l/ for float Audible SileN rn 120 8 Pressure drop Visual and 8 Normal/ /car float Audible Slence only W DOCUMM_ I POWTS AGREEMENT Owner name and address: This indenture, made by Owner and their successors in interest, own a POWTS (Private Onsite Wastewater Treatment System) requiring regular monitoring and maintenance in accordance with the manufiaumm recomaricnded procedures. These procedures must be perfm=W by a mangy m thorized sev= providar licensed by the State of Wisconsin to perform these services. Resume of these pmedures shad be reported to the appropriate Governmental Unit as required by code. Return to: St. Croix County Toning Dept 1 i O I Carmicl wl Road Suite 1200 Hudson, WI 54016 707 Rodeo Circle; Lor, 5 _Bkdg Na , Subdmsion/CSM: Hudson_Rodw Cuter, being part of AE'/.SE'/.. Section 29, L 29 N., R. 19 W., Tn. Of Hudson. St. Croix County, Wiscansia, Parcel Number: 020-140-0 POWTS DESCRIPTION: Dec (1) White Knight WK-79 coining two (2) aeration treatment units with treated effluent discliarged to "isting m-ground dispersal OWNERSHIP RIGHTS AND RESPONSIBILTY FOR POWTS: Property Cfokncr as described holds sole ownership rights and is responsible for insuring inspecti ,operation and maiatenence of POWTS. %-( M100) These named, Mike Froelich, known to me to be th eforegoing instrurnerl. SubscnW and sworn to before me this 17 , 2013. leosx 121,0�1 MARY JORELL NOTARY PUBLIC NOTARY PuBec, S&O kE%swelwMr wl r-Le—,qta MINNESOTA l�r4aoeaa� �tM�n.Bt, sot s My Commission Expires: Instrument Drafted By: James K. 7bRaoo Pg, 14 of 16 cT, CR01)(,, C.Wk0UNTY PLANNING ZONING November 2, 2009 Rodeo Center LLC Attn: Ronn: Hechter P.O. Box 167 Bayport, MIN' 55003 Re: Property located in part of the SE/SE quarter, Hudson Rodeo Center, lot 5 in Section 28, T29N, R1 9W, Town, of Hudson, parcel # 28,29,29.2818, computer; 7 15-386-4680 020-1443-05-000. ;eml &, Dear Mr, Hechter., Plwjnifr,,� 7 1 S -386 - -4 6 7 1 On November 12, 2008 Sanitary Permit 515026 was issued for installing 3, Aero- fl(%d Prop cill Stream Q-T-800 aerobic treats -rent units on the above mentioned property,, Condition 715-386-4677 #4 of that permit reqUires influent samples, to be collected and analyzed by a certified lab to determine if the treated influent meets Comm 83-44 ('2), standard's for R'( ling discharging to a private onsite wastewater treatment system (POWTS). the 71.5-386-4675 samples were required to be collected in May of 2009 and as of this date no lab results have been submitted to this office. YOU are required' to Submit the lab information within 30 days. Please feel free to contact me if YOU have, any questions Sincerely, Ryan Yarrington Zonung Technician Cc: Robert Ulbricht, PlUrnber Leroy Jansky, Department of Commerce File 57 (-WO/A C"'OUN71, J1 SPFEIY.'BUILDING 71.5 726 2F49 Siare of Wis,consin Depanment of Commerce SaIvy and Builldings C)Nisl Bureau of frtegrated Sarvil 4w r's Naambmo and Adqdro&s 1-122309�ffl M Flo; 9 L M Leroy G. Jansky Department of Commerce! 13 E. Spruce Street Chippewa Falls, WI 54729 (7151) 726-2544 - - - - - - - - - - ;aunty t x, W ID Numbor 2!��e ansactimm IID Mimbar 11 &O(OOS-8 it-tTI—ary Pormli Nuirnber Page —L of -I - In-.;pocior'n SJgnowro Odg�nnl DaIrlo Cupion To Cwnar)K Local Inapoctorx PIUMbarx CST M 01hor 1 SIB O-6192 IMP 09120M Porsonal fiibrnioflon VOIL pfovAio may pro utold for aocondary ipueponad (PHvocy Law a 15 04(1 �(M), WIC Slat$ ,cunsm Dupan tm ' um of Commerce PRIVATE SEWAGE SYSTEM -,afety and Build,ng DvdsIorl INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PE T) peiscoreal wkmOTICI' You pmvde, rrm/ sed foq srcordary jW, S 15 L4 Permit K'Ader',.; P,hime 7— 1 "�� 1'f vi age X vnshp Rodeo Center LLC, c/o Ronn Hechter HUdson, Town of Fi.,p ' 10 Elev BfA DecnpI w TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY U �ANVFO Eta WELL BLDG. Vont W/W- lnlAc ROAD T1-1-11-1 7�6-- Hokfing PUMP/SIPHON INFORMATION Demand 71 (71 —el NuirIhisr TOH Lift Friction Los's syski,m He -ad T0H Ft Forcurmin L.ertg[h I [')ia. Dist, to 'Nek . ....... .. . . .... St. Cr6x _r,ar aturyr Permt NCi 515026 0 P�an D No P�..rcd "Fax No 020-1443-05-000 28.29.19.2818 FS ELEV77, :Alt 8M Dirt Sewer St,it Inlet st'Ht outlet Dt lrdtJ H 1), � u NI ar Di� Pipe Bo;. Systern F�fl G. ade of (.'i'.'ver if SOIL ABSORP I lUN Z) TZO I LIVI BEW]FRENCI-1 N,dM -(,nqh Nc OTxtji(,,x TIT DIMENSIONS No Of Pis Inside Dia DIMENSIONS L:r 6 �AC K ;SYS-;TEN1 TO P/L BLDG %%1 E L L LA K, E!STIR E A NI LEACHING an fa ctu r e r INFORNIA I ION F", Of 'y CHAMBER OR Type Of sys�e'rn UNIT rdoclel Number k1l1d —1.1101 �Hs�zo 1, i o' I a c 11 D Vent fci Ar Imakc L emqun ")0-- . .... 'g SOIL COVER x PreSSUre Systems Only xx Mound Or At -Grade Systems Only Depm Over [)fpV i Over LJt frt r ul Ce, me� Bed/Trench Ldrjes Topsuil Beo� Trei -0 � s ING COMMENTS: (Include (:()�Je cji,,;creponcjes, persons present, et�:.) nspo(Aflan #1:J1 Inspection f;2:1111-11111-1 Locafiow 7C�9 Ficdec Circle H,gjs(an, VVI 54016 (SE V4 SE 1 �4 28 T29rl [,,,I f k,,h�,on Rodeo ter Let 5 Parcel No: 28 29 119.2818 1 AA 8N1 Ulescription 2 Bidy engt . amcuw of cover Plan revi,son Required? Yes No Use olhcN' sude for addqjonal iinformabon. nrr,Pctcrs &gnalure Cert No, BD 6 1 10 (R 3�97) PA I �i eo 1-1-111-1, L'At A!"', Safrty and M "wo ( 5 T. CP 0, 20 1 W. Ww�hing CV, Av Muchson, W 53707 7162 s it Nualbel (To ho filled at by Misconsin (608)'66-3 151 Deparliment of Commerce --- 5/ ,.Z (.2 -I -5e . . . ............. .. - ----- Nev , 'ja"c I D Number Sanitary Permit Applicati n I n accolid with Cc,jjjrtj X 121, %1 is Adin Case, jiemwla I ill fonlyntw you Illi 1,(j I ...... . - - ------- -------- MM, be use'd !'K seccindary purposw, Pv I v,,Lw Law, SI 5 (A( )(m) zi� j "fl I'dt FICL l, f A .. .... ..... . . . . . .. ... ........... mation I.farimation - 114 Case PrintAll Information Z elu ---------- -- - ---- a Wl N, MW A) .......... vvfwvv (Kvruir's Mitihng Addliens --- - ---- - - -------- ---( iperly Location 5E 1 4, Section 2-S 3 IAI-7 11. Type ofAguilding telieck all that apply) . ...... - . ...... ynkrdivrsl+rn Nimm CSM lquyllfm I or 2 Fmmly Dwelling - Numb,, . ..... . - - ----- ---- o 2 o - /0 7 K-PubhcA:mmnrm,I Deii OW , 6' e)kj vdil?,� X1 isbip or11111 plete line If if appholble) ... ..... ... ........ . .. . . . ............ . ........ .. Yu'pllcemenl[ System) lank Replili Ont" ZVV X�lng k� � 1"] New �;yslettl A-7 — — - - ------- - - - ---- ------ ------- ---- - ------- �g pi,Vvil)u�, llmnil Nurnber ind Dii B. kcncwrifl Pcollit limsWil erinitTrarisRi w r4d" '3111 f, 7 -2 Before fixImillioll l Dwylm ODI—.e e "y �, A t7 -7 .!-y-AjPSAE,T I SS-Y!tw r:-A 'heck.A!Ana! a i - - ------ ...... . . ...... N(i[i PresFultzed ranround Mound , 24 in of wrilibl,, mt�� 1,11 Mound 4 in of'sultable mml Ail -Grade I Sinl,,ju Pms,, S,-d Pllkw --.- -­'--,`­-`-"-­ t LI ConsTgucpck; 'Alctln,id - -.1 Pressulimd fil-Gatund L� Ho[ding lailk 1-i Pul Filcir D mroctcl"watmum [jillL R�cm;uWmg Sand Filtu Krc.Rrca a4np ,pthclw Maim Fillmr1.7Chamba Dinp Linc icall im A . . . ..... -- - -- - z3r 5� T-) 751 PItid (SI) "'ySto Ulatr�w w 1)"ign gpdT-, 1) Sign Imil Application xh pppppp T- �TdzaalVFFidwa T rital N i be, GvIl-i% Gallons of I l n i ti, moc (Ils 'Fall k I lifu oll'Alle 7— x NIL Ritisfalill'ohility Statement- 1. llu� undersignIml, assulaw mponsibilily fo installiti(k)- -f Un' f'S g1jiloWn all file aptata plans, . ... . ......... ft,lsnwnv% I'llone Nui IlrjjfVr.r 7, ignall,irl- Plurribeil's Nnine (Prini) C -14� z--2-ee,-3 -7 715 77.2 3 ;20&P.T� '24 1 bit ( �(C --- 't, ('ily, St�jj"I' Z111 l:0&) A- - - -- I lu,clmi Fee) 2-1 Oi YSTE pep,i SM OWNER ) - 21L Alt- A PUIL s I Septic tarok effluitH ll and �4%f- f Nk -(3 dispel'sal CPII niust Hill he se �wk� s ni i ing as per I,lqliagei parl provided by pluirlflor, 5Pe,4 v&, '1. 6 1 ho 2, Alls-Ptback wqulrerlW'ttS muV be malntstri as per appitawt oode i ordinances wk-4 .............. SBD 398(RAI/03)14 gn g -po\1T SYSTEM SHAD !7,€ n_ fL v_� 83.44 etc A PRCRER FILTER MODEL # _ __� 7-7 � ,r 11 f - ✓ US j buoy E ; C 5'6ow rya -v- ry T i- ,— 01 _.€sI--v z f € P �€ f f `' j 6— € B ; / € €f r AN" f� r commerce.wil.,gov 5-1 Mid ino& *1111- - AR, -M November 07,2008 CUST 0 No226375 Safety and Buildings PO BOX 7162 MAC SON Wl 53707-7162 Contact Through Relay www.Gomrnerce,wi.gov/sb/ www,w�scorisiri.gov Jim Doyle, Governor Richard J. Lemenitugel, Secretary ATTN., P0VVTS'/nspe4,I,tor ROBERTW Ul-BRICHT ZONINCJ OFFICE IJL,BRfC'H'I'& ASSOCIA STCROIX COUNTY SHA 812 10141 AVE t 101 (-ARM K .HAEL RD SPRING VALLEY WI 54767 1-11JE)SON Wl 54016 CONDITIONALNIPPROVAL PLAN Al"PROVAL EIXPIRES. 11/07/2010 Identification Nunt.bers Transaction ID No. 1606058 Site Ili Now N744037 surE: Hndson Rodeo Center Plaza Please refer to both identifi cation numbers, abo,ve, an all COITe sjxmdence witli th 709 Rodeo Dr "Town of 11ndson, 54016 S1 Croix County SE 1/4, SEI /4, S28, T29N, R l W� Lct, 5 FOR. Descriptiow Miscellaneous Review / POWTS Restoration AIT Ob , jectType: i)(wrs compi-ment Manual Regulated Otjccl 11) No�: 1.207152 manneriance reciLfired', AerobicTreatmew Unit, Coinniercial .System The snbriintal described above has been re,,,iewed for conformance with applicable Wisconsin Adannistrative Codes and Wisconsin Statutes, The submittal has been ( I ONDITIONALLY APPROVED. This systern is to be constrUCted and located in accordance with the crick),sed approved plans. The owner, Lis defined in chapter 10 1-(11 i 10), Wisconsin Statutes, is responsible for comphancc %kiih all code requirements. No person inay engage in or w�-)rk at PlUrnbing in the state tinlcss licensed to do so by the Department per s. 145,06, slats. The following conditions shall be niet dUring CODStrLIC6011 Or installation,,ind prior to occupancy or use: 1. The following is a clarification of the aerobic treatment unit (ATU) specification to be used for this project based on the inanufacturer's recommendation: - WW Model Number: QT800 Number Of Units: 3 2. 'This systern is to be located and installed in accordance with chs. Comin 82, 83, and 84, Wisconsin Administrative Code, except where the approved plans grant exception to these rules. 3. Comin 83.21(2)(c)4. The application for a sanitary permit to the governmental unit shall be accompanied w7ith documentation that the master plumber or master plumber -restricted who is to be responsible for the installation or modification of the POM'S has completed approved training or has documentation that approved training will be provided during the installation of the POWTS, if the application for the sanitary permit involves one or more of the technologies or methods specified in s. Contra 81040). 4, Comm 83.52(1)(a). Responsibilities. "rhe owner of a POWTS shalt be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan tinder s. Comm 83.54(t). R () 13 F RTW I� LB R VI iT Page 2 11/7/2008 5. Comm 83.52(2). A POWTS (fiat is not maintained in accordance with the approved management plan or as required under s. Comm 83.540) shall be considered as human health hazard. 6. Comm 83.52(3). 'flue lie activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the Pow,rs in accordance with an approved management plan shall be conducted by as person who holds a registration issued by the department as, a registered POWTS maintainer. 7. The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners: shall receive as COPY Of the appropriate operation and maintenance ruanual and/or owner's manual for the POWTS described in this approval. 8. The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by auth(:)rized representatives of the DepartnieriL, N�,hjch rnaV irICILIde loran inspectors. All permits required by the state or the local rnianicipality shah be obtained prior lo cornmencement r.)f In onaming this approval Itie Division ofSafely & Buildings reserves the nghl to require changes or additions should C, conditions arise making thern necessary for code compliance. As l)ef stLHC Stats 101. 12(2,l, nothing in this review shall relieve the designer of the responsibility for designing a sale building, structure, or component. Inquiries concerning this correspondence may be rmade to me at the telephone nUrnber listed belo, or at the address on this letterhead. The above felt addressee shail provide a copy of this letter to the owner and any others xho are responsible for the installation, operation or mainwriance of tine POWTS. ► Beginning October 1", 2008, small waste%vater holding tanks with estimated flows less than 3,000 g,pd that are based completely on approved PONNTS component manuals; inust be submitted to the appropriate governmental unit and will no longer be accepted by the Safety and Buildings Division for review. Please refer to s. Comm 83�.22, Wis. Adrn. Code for further information. SincereX titer )age Private Sewage Plana' evieNver Integraled Services (608,)266-2889 M - F, 0630 - 1500 fIrs pete.pagel @wisconsimgov l"ce, Required $ 6( .K.) f`ee Received $ 60,00 Balance Due S 0,00 WiSM.ARTcode-. 7633 cc: Leroy G Jansky, POW"FS Wastewater Specialist, (7 15) '726-2544 , Friday, 70) A.M. To 3:30 11N. 2812 1 Oth Ave. - Spring Valley, Wl 54767 1 715-772-3442 PROJECT INDEY lea" 5A Plan I.D. # Date Owner dAJ 174 =i Phone 775. Address AVA--41 /)M-ZA, y 17ee B 4 Legal Description! 4e 7- 5' #vOX�� Re,7a!�C) 5 e - 5 m; Town of County 57%L CS.J. (e 3 -7 Installer 7UL (3 P- . ............ ---- ------ Local Authority/ Supervision z PROJECT DESCRIPTION 7/ 5 A5 aePel?0-0 Gy 57� CX40,eK 6�-Y eF IOU13) 7LO 9A4,t, -,-4 (4, "d,15��zy 657-;�flle�l Pg.1 PLOT PLAN VIEWS Pg.2 SYSTEM CROSS gTTONS & SYSTEM PLAN VIEWS (REVERSE STDE DETAILS INSPECTI" PIPES & FA-BRIC/TOP FTLE, DE,rAILS) Pg.3 PIPE LATERAL LAYOU't,,,(REVE 't SIDE SHOWS DFq° AILS CIF LATERAL CLEAN OUTS) Pg.4 DOSING CHAMBER CROSS E TION & SPECS. Pg.5 PUMP PERFORMANCE S. CS (R�ERSE SITE S14OWS PUMP DETAILS) Pg.6.OPERATION, MAINT ANCE REQU'fREMENTS (REVERSE SIDE SHOWS PROJECT" STTPROJ E & SPECIFI ECT DETAILED INFORMATION,UNIQUE TO LOCALE AND GO ERNMENTAL UNIT AREA) The attached plans and sled fl&ations are based on tine following approved manuals: 11and Cpi6ponent Manual For Private Onsibe Wastewater Treatment �s , to''ins "I (version 2.0 SBD-10691-P(N.01101) and ""Pressor Distribuk On Component Manual For Private Onsite e Wastewater Treatment,,, 'ys`qps,, (version2.0) SBD-10706-P(NOI./Ol), NOU-12-2008 07:36 From:OCOM SAFETY&BUILDING 715 726 2549 To:715 386 4686 P.2,2 7/30/08 23320 44 Day Average 530 Gallon$ per Day 8/1103 24.1.20 8/2/08 24,680 8/3/08 25,310 8/4/08 25.770 8/S/08 26,140 8/6/08 26,490 8/7/08 27,000 8/8/08 27,450 One Year Anniversary Forty 8/9/68 29370 8/10/08 NA 8/11/08 29,650 8/12/08 29,980 8/13/08 30,470 57 Day Average 535 Gallons per Day 9/14/08 30,910 9/15/08 31,480 9/16/09 32,190 60 Day Average 536.5 Gallons per Day 9/17/09 32,890 9/19/09 33,270 9/19/08 33,420 9120/09 34,180 9/21/08 34,860 Reading at 7 PM 9/22/08 35,"0 9/23/08 36340 9/24/09 NA 9/25/08 31110 NOV-12--2008 07:36 From:DCOM SAFETY&BUIL.DING 715 726 2549 To:715 3B6 4686 P.1/2 709 RODEO CIRCLE WATER USAGE 10.400 SQ. FT. BUILDING a OUTDOOR SPICETS/WWATER SOFTNER 6/16M 6/17/08 6/18/08 6/19/08 6/20108 6/21/08 6/22/08 6/23/08 6/24/08 6/25/09 6/26108 6/27/08 6/29/08 6/29/08 6/30/08 7/1/08 7/2/09 713109 7/4/08 7/5/08 7/6/08 717ro8 7/8/08 719/09 7/10ro8 7/11/09 7/12/08 7/14/08 7/15108 7/16/08 7117/08 7/18/09 7/19/08 7/20/08 7/21AN 7/22/08 7/23/08 7/24/09 7/25/08 7/26/08 7/27/08 7/28/08 7/29108 WATER METER INSTALLED 11 AS+UDAILY READINGS AT 11 AM 190 GALLONS 610 1115 1300 261.0 3210 3305 3590 4140 4620 5210 6030 NIA 7220 7330 $020 8920 NA 10,014 NA 10,990 11.202 11,570 12,100 12.530 NA 14390 14,570 15.070 15.500 16.020 16,890 NA 18310 18,490 18,980 19,480 20,610 21.770 NA 22,690 22.760 NA -Not Available 30 Day Avenge 502.33 Gallons per Day commerce.wigov i S", c f4i; i n Department of Corrimerce - Date of Inspection: June 10, 2008 Project Name: Paddy Ryan's Irish PLib et al Use: Commercial, Mail Legal Description: SE, SE, 28,291T,9W Site Nlumber., 670919 Subdivision: Lot 5 Hudson Rodeo te r er I Municipality: Town of Hudson County: St. Croix Plan Transaction Num,ber: 972729 Sanitary Permit Number: I Z M 2; U01 K*1 LI 1 :4 A., bel 13. 1 Wastewater Flow: �, 3,000 gpd Persons Present: R. Yarrington, R. Hechter, M. Fassino, R. Ulbricht, and Mike (?) SAFETY AND BUILDINGS DIVISION Iritegrated Services Bureau 113 East Spruce Street Ste 106 Chippewa Fos, VVI 5472!9 www.commerce wi. ov/sb (7 11 5) 720-2544 Jack L. Fisher, A I A. Secretary Plumber, Name and Address: Robert Ulbricht, MPRS 226375 2812 — I Oth Ave Spring Valley, WI 54767 '1,043&rtifi d Soil Tester Name and Address: Rodeo Center LLC Roinn Hechter PO Box 167 Bayport, MN 55003 This inspection/consuitation was conducted at the request of the county and plumber to help determine the best course of action to ensure that the above referenced onsite system mountains code compliance with reference to flows and organic load. This system was apparently designed without consideration for a full service, sit down type restaurant. An exterior grease interceptor (FIN 972653) was initiallly installed, however, Due to the change in:, use the county required a reviiew of flows and loads to the system. Code table sizing was completed by the county and it was determined the design or peak flow should be 2,881 5 gpd, Wastewater strength related to BOD5, TSS, and FOG was also a concern and the county requested Sampling be, completed The table below shows the results of eight samples over a four week period. Domestic wastewater strength is considered not to exceed 200 mg/L BOD,5, 150 mg/L TSS, and 30, r-ng/L FOG. The average values for this establishment are well above the maxirnums for domestic wastewater. This is not unusual for restaurant type wastewater that can be 3010 to 400% stronger than residential wastewater. The results indicate that system modifications need to be made to ensure correct operation of the soil dispersal system Conversations with Mike Fassinc, Paddy Ryan's Irish Pub Proprietor, indicates that employees have been instructed in best management practices (BMPs) for oil and fat disposal. in addition, he has bartenders empty partially full abandoned drinks in: a bucket for off site disposal. Little coffee is made or wasted to the system. There is not garbage grinder. The kitchen area is small and has one deep fryer, a grill, and 6-burner range. The dishwasher is a low temperature type which is good These efforts should be continued and since many foods are sauteed in butter, management should consider wiping excess butter from pans with paper towels prior to washing. Paper towel disposal wound them be in the trash. Page 2 of 2 • Paddy Ryan's Irish Pub, et al Rodeo Retail Mall Town of Hudson, St. Croix County A water meter should be installed to help better determine actual flows from the building. Initially, readings should be taken everyday for 2-3 weeks and then just weekly (Monday morning) for a similar period. The meter must be installed by a licensed plumber. Resampling of wastewater may also take place, and in a later discussion with Mr. Ulbricht, it would be acceptable to sample down stream of the septic tank outlet filter. It might also be interesting to do some sampling at the outlet of the grease interceptor. After flows and loads have been recalculated, another meeting is recommended to determine a final course of action. If there are any questions regarding this report, please feel free to contact me. ;�6�A Qa--� ,�, Leroy G. nsky,V19stewater Anecialist lero . ans Wisconsin. ov -mail 715/726-2544 Voice 715/726-2549 Fax cc: Jgcounty ;4 Plumber ❑ CST WOwner P, Other tAbD4 .A�Ads __ SEPTIC or HOLDING TANK SERVICING CONTRACT Contract Date (This contract is made between the Tank Owner(s) Name(s) and Pumpers Name Ropt0 Cey1fe►- LLCM Rober-t Ctlbs-/ch7- We acknowledge the installation of (a) septic/holding tank(s) on the following property: 1. The owner agrees to file a copy of this contract with the local governmental unit that has signed the purnping agreement re uir,�u inCommnr83 .52 (l)(i)1 . Wis. Aum.. Cod,; and the approvedLOi7pOlelt Manual. This agreement will also be filed with the St. Croix County Zoning Department. 2. The owner agrees to have the septic/holding tank(s) serviced by the pumper and guarantees to permit the pumper to have access and to enter upon the property for the purpose of servicing the septic/holding tank(s). The owner agrees to maintain the access road or drive so that the pumper can service the septic/holding tank(s) with the pumping equipment. The owner further agrees to pay the pumper for all charges incurred in servicing the septic/holding tank(s) as mutually agreed upon by the owner and pumper. The pumper agrees to submit to the local governmental unit that has signed the pumping agreement and to the County, a report for the servicing of the septic/holding tank(s) on a monthly basis. The pumper further agrees to include the following in the monthly report: a. The name and address of the person responsible for servicing the septic/holding tank; b. The name of the owner of the septic/holding tank; c. The location of the property on which the septic/holding tank is installed; d. The sanitary permit number issued for the septic/holding tank; e. The dates on which the septic/holding tank was serviced; f. The volume in gallons of the contents pumped from the septic/holding tank for each servicing; g. The disposal sites to which the contents from the septic/holding tank were delivered. 4. This agreement will remain in effect until the owner or pumper terminates this contract. In the event of a change in this contract, the owner agrees to file a copy of any changes to this service contract or a copy of a new service contract with local governmental unit and the County named above within ten (10) business days from the date of change to this service contract. f-, Owner(s) Name(s) (Print) ROoeD Ctnrer LL(- 7 oq Rode c Cf vc le. N 4 Oso�l, W r5ya1b Pumper's Name (Print) Robert uibrlLht Pumper's Registration Number ewuas APPIUSs ?o.t3ox 10 Owner nature ) r Pumper's ignjatture t. W ` [3A1/ pL)P-T Mn,, 55003 ",orJ kctJER Subscribed and sworn to me on this date: g� 50� was • �.N• l� . Today's Date lic Signature d �a �-- --i Commis ' q,` piration •jai) T q - O �r� .Sii0�'''�`• commercemi.gov isconsin Department of Commerce August 6, 2008 AFRO -STREAM KARL K. HOLT PO BOX 700 MERTON WI 53056 Re: Description: CHEMICAL OR PHYSICAL RESTORATION FOR POWTS Manufacturer: AFRO -STREAM Product Name: AERO-STREAM Model Number(s): QT800 AND QT800HW Product File No: 20080311 SAFETY AND BUILDINGS DIVISION Plumbing Product Review P.O. Box 2658 Madison, Wisconsin 53701-2658 Jim Doyle, Governor Jack L. Fischer, A.I.A-, Secretary The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters Comm 82 through 84. Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of October 2013. This approval is contingent upon compliance with the following stipulation(s): • This product must be utilized in accordance with the manufacturer's printed installation instructions and this product approval. If there is a conflict between the manufacturer's installation instructions and the product approval, the product approval requirements will take precedence. • The elevation of the system's infiltrative surface must be above the estimated highest groundwater elevation or bedrock by the distance prescribed in column entitled "Fecal Coli form >10000 cfwl00 ml" in Table Comm 83.44-3, Wis. Adm. Code. • When this product is installed in a septic tank, the outlet baffle of the septic 'ank must have installed an effluent filter, which is capable of filtering particles of 1132 inch in size or larger. • This product may have its sintered air stones installed in a distribution box, seepage pit, dose tank, or the most downstream septic tank. • When this product has its sintered air stones installed in a septic tank, a properly licensed person must perform the installation. • A state Sanitary Permit must be obtained when this product is installed in a septic tank that is required to have an effluent filter installed, which is capable of filtering particles of 1132 inch in size or larger. • A copy of this approval letter and the manufacturer's printed installation instructions must be supplied to the buyer of this product. This approval supersedes the approval issued on October 15. 2003 under product file number 20030383. This approval letter shall be incorporated with your previously approved plans andror specifications approved under product file number 20030383. The department is in no way endorsing this product or any advertising, and is not responsible for any situation which may result from its use. Sincerely, Jerry Thompson Plumbing Product Reviewer Phone: 608-266-6742 Fax: 608-267-9566 E-mail: Jerry. Thompson@wi.gov SBD-10564-E (N.10I97) File Ref: 08031101.DOC Salta), & Buildings, Division 201 W'Washington Avenue Edtiour cational Cse Attendance Verification P 0 Box 7082 Madison W1 53707-7082 Personal information you Provide may be used for secondary purposes [Privacy Law, s. 15.04(l)(m)1. Phone: (08) 261,8500 TTY(609) 264-8777 Instructions: Print all information clearly. Press hard so that the information is transferred to all three copies. Information contained in shaded and unshaded areas must be filled in by Attendee. Information contained in the shaded areas will be provided to you by the course instructor. The Course Password will not be given out until the end of the course. The Course Password is evidence that the Attendee was present for the entire course or successfully completed the course. Return the white and yellow copies (marked DIVISION and INSTRUCTOR) to the instructor. Retain the pink copy marked ATTENDEE. Retain verification fornns A.u, at leqst three years. Fill out all fields before turning in so hours attended are correctly credited to your credential. instruclbni will mail tide white cot)v (DIVISION COPY) to address above. 7 CredentialrNumber: Cannot pocess without this inranination Street Addyess or 110 Box- j 1'47 C'f )-_ / u City, State and! Zip "e + 4� e, 1'9X /A) 't"'? Daytime Telephone Number (include area oode)� t z. A,,,W13i6- -rR,5fTN6,U7- DEC1,ARATJONl I believe that the information given on this form is true. I realize that a misstatement 19.f Id resalt to rttscrplinary action under Comm 5.10, Wis. Adm. Code. Credit hours obtained at least 90 days prior to the expiration date of credential apply as credit to the current credential period. Credit hours obtained less than 90 days to the expiration date of a credential are applied as credit to the next credential period, SBD-9142 (R.2103) White -Division, Yellow -Instructor, Pink -Attendee 709 RODEO CIRCLE WATER USAGE 10,400 SQ. FT% BUILDING /2 ouTDOOR SPICETSIWATER SOETNER 646/08 WATER METER lNsTALLED I I AMfDAILY'READINGS AT I I AM 6/1.7/08 190 GALLONS 6/18/08 610 6/19108 1115 6/20/08 1800 6/21/08 2610 6/22/08 3210 6/23108 3305 6/24/08 3590 6/25/08 41,40 6126/08 4620 6/27/08 5210 6/28/08 6030 6/29/08 NIA 6/30108 7220 7/1/08 7330 7/2108 8020 7/3/08 8920 7/4/08 NA, 7/5/08 10,014 X 7/6,/08 NA v 7/7/08 10,990 NA -Not Available 7/8/08 11,202 7/9108 11,570 7110/08 12,100 7/11/08 12,530 7/12/08 NA 7/14/08 14,3" 7/15/08 14,570 7/16/08 15,070 30 Day Average 502.33 Gallons per Day 7/17/08 15,500 7/18,/08 16,020 7/19/08 16,880 7/20/08 NA 7/21/08 18,310 7/22/08 18,490 7/23/08 18,980 7/24/08 19,480 7/25/08 20,610 7/26/08 21,770 7127/018 NA 7/23/08 22,690 7129/08 22,760 A) u 7/30/08 23,320 44 Day Average 530 Gallons per Day 8/1/08 24.120 8/2/08 24,680 8/3/08 25,310 8/4/08 25,770 8/5/08 26,140 8/6/08 26,490 8/7/08 27,000 8/9/08 27,450 One Year Anniversary Party 8/9/08 2"70 8/10/08 NA 8/11/08 29,650 8/12/08 29,980 8/13/08 30,470 57 Day Average 535 Gallons per Day 9/14/08 30,910 9/15/08 31,480 9/16/08 32,190 60 Day Average 536.5 Gallons per Day 9/17/08 32,880 9/18/08 33,270 9/19/08 33,420 9/20/08 34,180 9/21/08 34,860 Reading at 7 PM 9/22/08 35,460 9/23,/08 36,340 9/24/08 NA 9/25/08 -3-7 o P I() TREATMENT AREA SlZING Employees. Identical, for both buildi ngs- 8 retail./office space.;;, with a maximum of 2-3 employees in each Per Comm 83.43(6) Table, A.: 3 persons x 13 gpd x 8 offices/shops x 1.5 design factor= 468 gpd per buildi)46- Retail Store Patron sjzin�j. Squar(,a footage for each of the 8 FT-T-51-r Eli s is: (1) 15015 (2) 1380, (3) 1055, (4) 986,(5) 986, (6) 1055, (7) 1284, (8) 1599. Subtotal: 9850 Sq.ft. per building 9850 Sqft. x .70 ---- . . . ....... --- -- - = subtol-al of 229.8 gal/day per buildini f 30 sq.ft. per patron x 1.5 = 345 gpd. TOTAL DESIGN WASTj-"FL0W,PER BUILDTNG= 813 gals/day. op SEP ' TI " Q 'rANK SIZILI-Q Total design wasteflow per buildin 813 gp.d, 813 x f a C , t 0 T- of 2.088 (for 3 yr. servicing) 1698 qa-l.. minimm size of tanks. PROP013ED: I�ach building shall be served by a 2000 gzal. septic tail SIZING OF GREASE INTERCE',PTOR TANK P*or carry out , no sit down dining or other food cooking. For wr e,,st,imated 60-80 pizzas per. (lay over an 8 hr day. Per Comm.82.34 (5) 2. b. C = M- x .-G X—H 2 xP C= x 3 x 8 960 gal. mininium 2 x 1 PROPOSED: Install a 1250 gal. Wieser Concrete Co. Grease interceptor tank. —isconsin 1a ivlal t C,�rqne,(,v PRIVATE SEWACE SYSTEM Safek(anb Eu0uma, Dl, oml INSPECY I ClNv R1-4PORT QENE[ftl. INFORMATION �ATTA(l E TO PERWT) Pc Ill �,onal i. m, mwion may be used fOr SUUJII&Yl� lAVPOSU'S �Privm,,y Lao�, s� 5 CW i I w,v, i ClTy V�llagu X , ovnshlp N,o Hecter, Ri Hudson Town lrmp Bivi Elev BM Description: TANK INFORMATION TY� I E NIANUFAACELflRER (-APACI Ty' Sep tic. ec fe A" Av T-1-1-1— okfng, 4- TANK SETBACK INFORMATION T,A N K, TO I/L VV E LL BLEIG. Vent tic) Afro, IIakfa R , 0 A F) Septic 5 m Manufacturer Demand rests Ll Fnclfon Loss systen i IH load" TI)IH Ft Famernain SOIL ABSORPTION SYSTEMM -7 )"� % BEDITRENCH 'Alidil i 1-virgth JfQic, Of 7rcmches DIMENSIONS -il.v ,3 t� A. BA SETCK Yl l FIV't F() MFORMATION' e r T DISTRIBUTION SYSTEM cmn�v st. Doix 4531 1 '1 tate, plirail No Parcel T,,,)x f4o 020-1443-05-000 No 28.29,19.2818 STATION BS hill FS ELEV Benchmark Vk. St,'Ht Inlet `"T. 14 131"HI Cutlet 4-L 1"', '5t 2, 7.� —hdel TA Bottom Hp.,.IderlAar, (1 '4 10i" Z4 911 1 . . . . ...... Dist. Pipe q 4 c", Swt 2,1 'sy", c,i Z Gradc, cl rl- -2, T 3 V�, 'f Z 131-1 �i'FMMENSJONS N,:, �4 U I I AKE/STE�,,EMA LEACHING hJarll.iracTWV, CHAMBER OR ;7 UW 7k 7�1 Hcador,10,,m fuld jDistrilwiion x, I k)le Sb.-., u i 9faBg,9 spaci I qq y Di 'W " RAC 3 Z, w SOUL COVER x Pressure Systems Ony XX MOUnd Or At -Grade Systems O;fly BeWTnm)di Cewm D"T 0'eT Bed7rendi Edge,, X,� jpa I 'n COI' MENTS� (Indude d�screpencies, persons present, II spe ,,fion #1 nspoction Locaflow 709 Rodeo Cr LJnkriown (SE 1/4 SE 1/4 28 T29N R 1 9W) Hudsoiri Rodeo C,enter Lot 5 28 29,19.2818 11.) At BM Desct#ion -Z 411, 2.) Mg sewer k,,ngth - amcunt of cavw 4/ ji 14, Plan revision Requirod'? ye's a Use other slde lor addtional kiformato on, EA D 6 -6 � 7 ,D � R n1 adRwry3,11 eve., , Bo �i �T4Yq W�', iN'awkfnske4atw NOSion County . _ _ r �ZxWaR[v vk 9 a_W PPaa� F�GFSJ - .._ .�Zunrtary k' r h+fit.Pep irtm nt a9' �;EMYTYrntr.onsir<u x sli'�rnE-Fr546 i g _...,_ .... _ _. _ 4 1 1 w Sanitary Permit Application IX 4.b, b!waoa9w„r —�.... Ran a<r; asxk''unoaith W oftsej for n a.crrxtamr pli�urp .n^^sea. pra y}�IL�axrl s i P rr7taba avatar pruxxrickat .._._._ -✓... /. _�_ 5- (C4i, . S kxuycci P4addna,'s ('el'drvifr.iremi tNauwnr niarH aar„ arPe9aet�s) C, Fk r m&Rc�taaaar Yoalarfbuu43auap 9 lr axwa^. 9 a-sma � 68 _.__ � 6 ' 9�,m1'aurranxm8iaan y 6 upa Ty Ownu's Name G�rn,�fr a as u�� e�a''s t�9n I :W; Md G'rY91 i+,Wrpy l rm•ratrawuW �`�"1 .. 1 dtl;Y WYe �AraNm P Wnpub, _.. ...., __. ..__ _..... ... w.__ _--.__--_ - _.,__ ," .... R N ax �.'� _. uCkiw�9sirn� �(e0ne�aV� �Ri thata�yppriy,p -_ 11 Il wt 7 FarvrsfP;Y dYurn;R laarg Nambe ra4`P3r,W6W wm' -.. ..__ � ��...... , _..._ .__ .... y„rn�d State 0f nnerlrorc 17wwznbe Ysel _ s'w.e. ^n ._. (� ..�f.'aR I .m _... .... .. &.. — �� -� _..� 1 I"NnVG �Re l;ianNirir 16nP anC" ( U f! N+lewtsyssiry �RgAaWan,atays(e,n Y,i I''udRsnotattHcAdhxip flasnkREepla�[a�ewr)nt EJQ herMud,tr€„mxmtaEx do erinat ( hed Qui rime box On iint A1 urn filet Hi Hal as a NBacxaR, a� a9 .. ...'r w ..� ,by,ia.m dt ill N.4% PeCvt614n81 @ pp G9G N4.e RwXf}t9 ,_. t.. - ... Ptl wWu..R�� w N^W4eW d S N [' WI(HIA d u IlhBdtl N~+iwklPYWI and Mae tl6Cittnrtl u_... rat..G)VsV7 "y �w�s d Gura¢&aur K9 sr r P a nin it Renewal l i x ... 6 Yaaaea u of I � 9 a our cu . ,. _. .,... _ ......... ..... ._...__ ._._PJvnGamra�raaaixce9 6aa-Naxakcp aeR rt �_� P4dcaoudtdq tNeaW9 aPe�a N� _ ..__ __ .._. _...._ _... ,.,_.._. ", f .rryy9`sx¢naae>6a^ stnRY 1 447 1,Nao,nrut .-;R�e m of wu€Roble. n� A � � .r4.a Q"r�areclz �} Single V a%s Sand FDKa (-i r� 6imnuc ted �4WeOai5AR � ) P"0-t -mild In-Q round t _X }i? Un v ank I LL W Hrc d dfi r .S 6'mervl n 68;knitl} akin} Hn tjk ,l Ra„aircLon�w�S,atJnflw..rau NMa Nos. lal", I�B.wrekrsud a"kWsueRcm ICa r 14 r�; .p ta, trw rOtni(eq... F,vaaf we0 ""� ` .. . E N'ri arB>''uc V r Area p "Cka.srF aW Flow(?'PRdy it brxxTA)'si a PdeCs�r9o-v;naa Char R"St�.in.fd,�t ,1) k7tizpa r,al rWrr.a dE .,RnaWwea;3 �.^i,G,) 9Yp. txea�caGl , .x c,,.a W'saync ti,aP d,w6;t .,'�y'.,tcrra P;RcwaRatnw t _ - P r Wk. "tunW, 7eti9'u Cllrmu �. "k'aft:eR Nerrcas"rca �aareWoN`�o€.turev� dWrc^&ieNR 'wife ,5tlex.7 f;7sy,„. MtWr•. 6 aIl"In'a Calloas of'i.Reuddr Glass '....... _____. .._. Cnm �rnstal{akuan a5f itlre P"C.d'ww' i w Stlars"rvmw on Rtae aHac,.tlea d plar¢s &"Mr,rrmbes s Name, d wr 1'iu¢utk> : v, poursa@red�tp _ � .�� 2"' ��frr¢�re R^P^W�mr1`Nw mRswr / .2 V4 I14@ AI 1 a f ET➢n'Gp f9rr{ 1P ndeg sa uaai aaw ume rrc *atl?f &"tunnFnaa a Meg aiu„ter PS cna!Cl01 bt aa. /ai. PIP,9'crrndFtPeCarCrn rrotNa�W9rp.,,. rirutor,y 9"e urf r � W rrau rn waenfnre assum vw �Mrrrrnwa*d i� t'l iaaiigraaea,ai ...� .. V tf sumps) "rowan dr up;'e km° y �p � �_.... �� s,usrlrusr flt n 0 F4Yk W "W �Y 5Y4.x ll r7 a�a x (nWGcrf lLao litiom 17 . r.oSaYSTEM OWNER:E�fPIul3lYt �p�w• � a 4., 9 Septic tank, i~iltor wid dispersal call must sill DqAqu&L fgLaiqliained, ° " — as per management plan provided by plumber ��tt e r"a�.� Q 2 All setback requirements mast be inrYirN9,�'oit a^ ���pp s g'Nrr +t d bra, ¢.Wl Fa`r r to e;r,CIA ....__... _..... . ._.,m_•_ _ ----- _J }A4€.eh cnarwq tl k p i x a twrc. d~`wwrot antlY 7 frnuP9k e�. (21 p y� 'RI [qVAL low Aftonsin Department of Commerce March 02, 2004 (I-I"ST 11) No.226375 ROBHT \` 1_11WICH I'll LABRICIFF & ASS0(.'.lA'FES CO 2812 10'1'11 AVE S[TING VALLFY Wl 54767 ('( I )NDITIONAL APPROVAL PLAN APPROVAL EXPIRES- 03/02/2006 Safety arid BukMigis FIO BOX 7162 MADISONWI 53707-7162 TDD #- p608) 264-8777 www.comrTierCe,state.wj.us/sb wwvi.wiscorish gov Jim Doyle, Governor Cory L. Nettles, Secretary ,4 TIN POWTS Inspector ZONING OFTICE" s'r CROIX ('011"NTY SPIA 1101 CARMICHAELRD I IIJI)SON %V1 54016 Idetifficatiort Numbers Transaction ID No. 972729 "�. H) "�"A'7('�Q 1 Q SITI"': ' . . ..... . ..... I ludson I,Wdco Retail Mall - Md A & Wd B P'lease refer to both identification numbers, Lx,)t 4 & 5l laaclsarur R)LleC) C'Cajjer J'TS I Jw%rw, 12 above, in all corresLtcrrrc.Ic nce with the apaencv. I' awn ol"lludson, 54016 St Croix SE 1 /4, SI-1/4, S28, 'l"29N. R 19W Lot.: , Suh(fivision: Hudson Rodeo Center Jr 10 R: Description: :2 New Non -Pressurized III-GI-OLIMI SN'SICIns 1626 glul Object Type: P0W'l S Component Mamlill Regulated Object ID Nor : 943287 .Maintenance roquired; 1,626 GPD Flow rate,- 90 in Soil mrioniton depth to hiniting factor. from (�trigijral grade; System: 111-�101,llld POWTS COMP011ellt MWILML S1,11"M0705-11, (N.01/01); Coniniercial Systeril, Brofilter. The subrit,illal decrihed above has been revlewvcd 1,61, coof'orniatice with applicable Wisconsin Administrative ('odes Wild MSCOTISI11 StatUteS. The SUbir:rittal has heatCONDITIONALLY APPROVF."D, The owner, as defined in ' chapter 10 1.0 1 (10), Wisconsin Statutes, is reslionsibIc for comphzince with all code requirements. No petsoll nlay cnga"'Ie in of work at Plumbing it) Oic state unless licensed to do so by the Department per s. 145.06, Stars. I he lbllowlng conditions Shall he met during Construct loft or iitstallalion and prior to occupancy oi- use: '['his SYSIVIII is to be Constructed and located in accordance with the approved plans and with the component rnanuA listed abo%7e. A cupy, ofthe approved plans, specifications and Uds letlei shall lie on -site during construction and open to tirspcction by authorized reprcsentativcs of the Depdrunem, which May ilICIUde local inspectors. All permits reqUil-cd by the state or tire local MIIIIiCipality shall be obtained prior- to commencement of lit :,ranting this approval the Division of Salety & BUildhIgS Nserves the right to require changes or additions should conditions arise making thein necessary for code compliance. As per state stars 101 .12(2), nothing in this review shall reheve the designer of'thc responsibility for desigmug, a safe building, structure, or component. Inquiries concerning this correspondence may be made to ine az the telephorie nuniber listed below, or at the address on this letterhead. Fhe abo%e left addressee shah proN,'ide a copy of llns Jencr to the o%vrier and any others who are resporisOile 1, 'or the ilisia I lation, operation or maintenance ofilic PMVI S. ROBFIR 1 W �, �1RRK, H � � Ia2 e 2 31;2A W ,6iv'i�-L Pagel Private Scwat!e Plan Rovekwi Integrated Services (608)266-2889 M - F, 0630 - 1500 1 It's cc: Lcroy G Jansky, 'Wastewater Specialist, f715) 726-2544 Fee Required $ 225M 1 ee Received S 225.00 Bakince Due $ 0.00 WiSMART code: 7633 2812 10th Ave. - Spring Valley, W1 54767 IEX", 715-772-3442 PROJECT INDEX B r UD PLAN 11 ff Y7-272- Reg� DNP,,�pnees ol 6'ngyn,,9,ung SyjIrymv, Private SE"Wage DATE Feb.12,2004 0 14 N E R 110 dba. Prcresional T"on ja t o r Manqint. Services PHONE 651-4301-0163 ADDRFss P. O.. B - o . x 176, Raypert, Minn. 55003 LEGAL DESCRIPTION - - - LOT 5, HUDSON RODPO CENTER SE 1/4, SE 1/4, Sec.28, T28 T29N, R19W. Town of Hudson TOWN OF CSTM COUNTY St. Croix LOCAL AUTHOR, I Illy/ SUPFRVISToti St, Croix. County Zoning Dept. PROJECT DESCRIPTION.- n d " 1'r ew construction, for 2 identical sized commercial sized 4,2 buildings (Retail and/or office spaces. Each bui,ldi have 8 small shops/office spaces. Except building' ,n� sha� t A wl i have either a coffee shop or a small ta ke ke out pizza shop r 44 with no indoor seating, nor will any greasey meals be prepared. The influent quality of this coffee shop/ or pizza ar" is expected to be low quality and coffee P " will be within' the parameters of the code for fats,greases,oils; low BOD s (less than 220Mg/L; and low TSS (less than 150 mg/L monthly averages). Although not Possibly required, the coffee/or Pizza parlor shall have a seperate exterior grease interceptor building sewer line, attached to a 1250 gal, precast approved grease interceptor tank (Wieser Concrete Products) equipped with a very high capacity extra fine Zabel filter (model #A-300. Detailed sizing and daily design flows are specified on the reverse side of page 1. All precast pretreatment tanks shall be code compliant components from Weiser Concrete Products, Maiden Rock, Wis. Each building shall have seperate tanks and seperate treatment cells (Biodiffuser trenches). Ulbricht & Associates Private Sewage Consultants 2812 10th Ave, -Spring Valley, W1 54767 P9. I INFILTRATOR SIZING WORKSHEET Pg.2 SYSTEM PLOT PLAN P9.3 CROSS SECTION OF SYST'EMr WITH ELEVATIONS, Pg.4 1p MI 11 11X Mf Pg-5 OWNER MANAGEMENT PLANS & ZABEL FILTER SPECS 9CT4-GN-4,ND,- PG.7 (OPTIONAL) PUMP PER F-9RM-A-NGE---S-pE-C-S.- The attached plans and specifications are based on"01n-Groiind Absorption Component Manual For Private Onsite Wastewater Treatment Systems.,, (Version 2.,0) S13D-10'75-P(NO1/ol. A 1 T/ 01e0S 3H1 _Ala jo 7Z 02/1 v%nb ICY 4;1 ' � l 0 TREATMENT AREA SIZING Employees. Identical, for both buildings-8 retail/office spaces, with a maximum of 2-3 employees in each Per Comm 83.43(6) Table A: 3 persons x 13 gpd x 8 offices/shops x 1.5 design factor= 468 gpd per buildi" (7— Retail Store Patron sizingI Square footage for each of the 8 retail shops is: (1) 1505 (2) 1380, (3) 1055, (4) 986,(5) 986, (6) 1055, (7) 1284, (8) 1599. Subtotal: 9850 Sq.ft. per building 9850 Sq.ft. x .70 = subtotal of 229.8 gal/day / 30 sq.ft. per patron g y per building x 1.5 = 345 gpd. TOTAL DESIGN WASTEFLOW,PER BUILDING= 813 gals/day. SEPTIC TANK SIZING Total design wasteflow per building = 813 g.p.d. 813 x factor of 2.088 (for 3 yr. servicing) = 1698 gal. minimum size of tanks. PROPOSED: Each building shall be served by a 2000 gal. septic tan SIZING OF GREASE INTERCEPTOR TANK For carry out pizzas , no sit down dining or other food cooking. For an estimated 60-80 pizzas per day over an 8 hr day. Per Comm.82.34 (5) 2. b. C= M x G x H 2 xP C= x 3 x 8 = 960 gal. minimum 2 x 1 PROPOSED: Install a 1250 gal. Wieser Concrete Co. Grease interceptor tank. CDM� 93 WAT�D,J «Fr drs�hN of d K O j 1 AP i F&"f � or epee f1�P �,� 10sp{� Giff ate © Cho S� Sic 7Tiov of T�'Eti�ls Z�SiiV I1U1::�-1 Z-7- f ,4 7-0e5 'oR f3i aDi��USt�� f���� �-!/�/I�rrl 'JiIJ�u>�•v�i��° " �y ODEL , . 3'X G ,a ,� Go�c rw31• SQ, FF ToT-9 L P-ei- I(i ,YV /NSpEc'770; jO/A. -Z- s ySZ-E-" WATO' 41 / I '�W CIF o-F- arx 1 A OF cee,� 7 Ok, 14, V, VvA( 0OU ARVOOW MAY 7- P;P iff leg, .1511111, w 7ell YjA 7'y eco 7 74 C S It 7/4 Aw- .-T -- ,46W'. / 2, " iff /Oxy mv?k x1tylo rr&&vex,,� - r� '17- Coy /)/Ak OWNER's MAINTAINCE OF SEPTIC S7�5TEhf POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of,this system. The owner is required by code to submit all necessary maintenance/inspection reports to the controlling authorities. SPECIFIC CONTACT AGENTS rjT GiPv/x G]�y * Governmental authority/ inspectors: "y'0,UTAJ5 3 * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: * Licensed service / inspection agent other than installer: f3cv ti o1e6-, v * Electrician, for pump, electric controls, wiring units: N/1-4-- IMPORTANT OWNER MAINTENANCE RE UIREMENTS l- Winter traffic (sledding, shovekin the area shall not be permitted, or frost ecan/willoss Penetrate into the cell, freezing -up the system. Discontinuos winter_(a vacaction trip, resulting.'iuse in the lead to freeze ups. n no water use) can also Z- Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This sysem was designed for a maximum wastewater flow of J/3 gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage. disposal unit, or any other unnatural sources of waste. Any introduction of such Waste materials will ov destroy this system. erload and 4. If a power outage occurs, or a pump fails, it may, result in a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (leakhge). It is recommended that a licensed pumper empty allowing the pump to return the dosing tank, to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover (the cells insulation S erosion preventive) can lead to failure. compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in thstem beneath IS NOT sufficient alone t0 maintain a gr cover. 6. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorporated Into the system: on the mound basal area (effluent level inspection pipes), cieanout terminals on the pressurized laterals, at each tip - for flushing and cleaning the laterals out. The filter system in the tanks (via a locked above ground cover/manhole). Only a licensed properly quali6ied Person should be performing this work which involves health & severe safety risks. Evidence of effluent ponding in the system'$ treatment cell shall also be regularly inspected. N.*isconsin Department of Comirnerce February 23, 2004 CUST ID No.226375 ROBERT W ULBRICHT ULBRICIFF & ASSO( -I IATES 2S 12 1 OTH AV F', SPRING VAI.I.L"Y %VI 54767 CON DITIONAL APPR )VAL PLAIN APPROVAL EXPIRE,S: 02/23/2006 ATTA: Plumbing lospectot• MUNICIPAL CLYRK CITY OFHUDSON 505 3RD ST HUDSON WI 54016-1603 srit-E. Hudson Rodeo Retail Mall Lot 5 1Judson Rodeo Center City ofiludson St Croix County SEI/4, SEI/4, S28, T28N, R19W FOR: INSTALLAI'JON OFEXTERIOR GREASE INTERCEPTOR 01�Ieet'FYPC: Plumbing System Regulated Object 11) No.- 943234 Plan TYpe: New Safety and Bufl&ngs PO BOX 7162 MADISON WI 53707-7162 TDD #: (608) 264-8777 www.comnierce.state.wi,us/ www.wisconsin.ao Jim Doyle, Governor Cory L Nettles, Secretary Identification Numbers ' Fransaction ID No. 97'2653 Site, 11) No. 670902 Please refer to both identification nunibers, above, in all correspondence with the ic�y. The sut-.)n-iulal described above has been reviewed for confori-nance with applicable Wisconsin Administrative Codes and Wisconsin Statutes, The submittal has been CONIATIONALLY APPROVE,,D. The owner, as (let , ined in chapter 101 01(l 0), Wisconsin Slatutes, is responsible for compliance with all code requirenients. No person may engage in or work at plurnbing in the state unless licensed to do so by the I)eparlinent pet, s. 145.06, stats. I be folloiving conditions shall be nict during construction or installation and pricier to OCCLIJ.1,111CY or use: A copy of flto approved plans, specifications and this letter shall be on -site during C(MISITLIC601) and open to inspection by authorized representatives of the Departinent, which. inay include local inspectors. All permits recluiied by the state or the local municipality shall be obtained prior to col'unielicei-tie'lit of ct)iistrticti,oti/iiistallatioiil/operatioii, In &q-anting this approval the Division of Safety & ffilddul&�S' reserves the right to require ChaugCS or additions should conditions arise making their necessarytor code conipliance. As per state stats 10 1. 12(2), nothing in this, review, shall relieve the designer oftlic responsibility for designing, a safe, building, structure, or component. Inquiries concerning this correspondence rnay be made to me at the teleplione nuinber listed below, or at the address on this letterhead. Si elcy, Plbg , Integrated Services (608)266-8075 , Monday-fri clay 7:00 AWA5 pni (11crall(ir coitiiiiei'ce.state.wi.L.is Fee Required $ 70.00 Fee Received S 70.00 Balance Due $ 0.00 WiSMARTcodc: 7657 cc: James E Wehinger Sr, Plumbing Consultant, (608) 339-7430, (,"Y'RIGINAL Ron Hechter, Property Management Services I Z�l & ASSOCIATES CC, -502 1 Oth Ave, - 167 Piz onomn & &VAMMg jar, n", 715-772-3442 PROJECT INDEX PTAN I D ff PATE P40.12,2004 OWNER Ron upcht< PHONE 651-430-0163 A I k rr R r�,,s r, LO"I' 5, HUDSON Rd' DRO CENTER ou: 1/4, SE 1/4, Sn"28, UAR T29N, R1914 Town of Htvlson TOWN OF CO UN T Y CSTH LOCAL A"THORITY/ SUPERVtS;ION -S C")"c Qmnty Zoning Dept. PROJECT DESCRIPTION: New e onsnuctice. F(,,)r 2 idon t.ical- commercl,al buildings (Retail and/or officc, Sp.,,), have 8 shops/offic, Each bu!Winq shall. spaces, except L)jAjl(jjxjq ,,A,, wil', t1a V A SMALL Pizza shop, for -aKF deljvc�ry only, Detailed sizing and daily desix_In flows are SPecified on the re%?(,�rse side of page 1. R11 precast Pretreatment. tanks shall N1 CCKQ compliant components from Wieser Concrete proqucts, Maideii Rcwk, Wis. Hach buiLding shall h"R sKsoate pretromwero tanks, y1t a common final treatmpnt system (hiodiffuser cells) shall, serve both buildings, Ile trench I�,,ells shall, tK--^ gravity fed c('-)nventional lrICTound. Althc`ug:h p<,�csijjy rjt X'CJuired, Plzz�a Shop shal'i have a soperate 9zease interc=or buVding sewey lhnq attached to a 1250 pal, precast approved mmse imtemep4m tan (Wheser Concrete Products) equipped wjtj� a very Iiig1j, capac�.it I �J(jjr y extra Zabel filter nodel NA-300. t gut 1"'Di V E D AQ Cr, `l,TYANII I E, 77 I,zLi ICrI SAFETY Sw BLOG& DIVI (00 P9-1 TNIFILTRA"PoN Sj'ZjNr,; IVORRSIIEE, Pg.2 Sys,�,EM PLOT PLAPq P9.3 CROSS SECTION OF SYSTEM, WITH ELEVATTONS. Pg.4 " .1 1 111 1a Pg-5 OWNER MANAUEMENT PLANS & ZABEL FTETER SPEC s PG-7 (OPTIONAL) PUMP PERFDRM*MeE.Spgea__-- The attached Plans and specifications are based on Qn-Ground Absorption %mponont Manual For 1,71rivate Onsite Wastewater Treatmont, Systems, , (Version t'. o) SF31) . 10 7 1, - P (N 0:1, / 0 1 zltli A THE jNFE7.P;b C/,T xe No Scale . ........... )e SO 7 zFS 7 5 e 57X sss 41Y Preopos�D fi r - L__5��49E Pa,f Soi L TEST"'; S o I C,G- 'PfiTE- use -7c 44, th s+A1 l y "alls Etc-L.. Rox l3i aD�`t'FvJF� IV #, c �-Gi r y "Sil tr�i ;uD�� No Scale Itj Way -- 10 OF C TPEWMENT =4 Slifs ING Employees, [dentical, for both br,�]Adings-8 retail./office --- -,paces, with as maximum (°)f 2-3 (-ffiployc.(..�s i-n each Por Comm 83.43(6) Table� W, 3 persons x 13 gpd x 8 offices1shops x 1 .5 dles: ign fact.+,-)r- 466 qpd per TOTAL G.P.D. FOR BOTH BUILDINGS 936 q,p.d. Retail Store Patron sizing. S(juare footage Ear each Of the 8 FT'F7a7T7-7,T'i7T;is: (1) 1505 (2 ) 138, (,3 ) 1055, (4) 986,(, ) 986, (6) 105" (7) 1204, (S) 1599. Subtotal, 9850 S�q.tt. per bi,�ildirig - --------- - ------ 9jjC§qA x subtotal of 229.8 gal/day per buildin 30 s (q Et. per P'a t r 0 n. x 1.5 = 345 gpd. TO'I'AL G.P.D. F(M T10'F11 13,131I,D1M", VOR ;UM PATRONS. 610 gal/day. TOTAL DESIGN WASTEFLOW FOR BOTH BUILDINGS- 1626 ga3jday. Total desiWl wasteflow per, bui.tding --, 813 g.p.d. B 13 x factor of E088 (for 3 yr. servic,%Jnq) = 1698 gal. MirlirlUfn size o�[. tanks. PROPOSED: Each building shall W.,, serve�d by as 2000 gal. septic tan SIZING, OF GREASE 1N"1`FR(,'EPT0R, TlkNY For carry out pizzas , no sit down dining or other AM cooking. Yor an estimated 60-80 pizzas p,er day over an 8, hr day. Per Comm, 82.34 (5) 2, b. (N M x. G c H 2 x 3 w. 8 11 11-1111 - ---- 960 gal. minimum 2 x 1 PROPOSED: Install a 1250 gal, VLip..ser (oncr(.'Ae Co. Grease in(,-°rceptor tank. to �pP Hi U 6o JO5 t o P r P Tff"V- CROSS SEC 7-1o10 o;,t� 7-19E-,V44l �SiN U lN�i � 7�P� TD,eS oR /3i a!?rF�Us�/c'_ 1111 It e'rimro y 11 ipt ivI -v1w e � 14 ODEL , . 3 , x G ,a w %fit 31• / S4, Fr, To T�9 p-� s �� Tio•v lid __ -�_ FiNiSED 9 5 c V. G �L3'o --�5 �hT 15 fik,�c� o� d Cod � � �ZiO # -- —•, 'e of I G Uti7- P dv-,VS1ECT/av 31991 CA70 SS SE CTio,� o� ThP -IU64S Z�S/ti GT 'oR �1 elfp4 I(r7� wi.vlWje ODJ!�-L 3'x 'd I �ovG Gv i 31. / S Q, f r , Tv T�9 4- P61- iff art ANSSECT/0,,1 p/ 2 fiN�SI�ED Q � AWW .AMM"_4 _AW4 I v OWNER's MAINTAINCE OF SEPTIC SYSTEM POWTS (landowner) is reponsible for proper operation and g maintenance of this system. Regular ns and servicing is necessary for the Safe healthycoperation inspectioof,this system. The owner is required by code to submit all necessary maintenance/inspection reports to the controlling,authorities. SPECIFIC CONTACT AGENTS S.{ ,l v * Governmental authority/ inspectors: ��P ( • / �N/NCr �0(P y�80 * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: R. 1_C4 ?r IVipS -# Z2-ce 3 Z s 715 - 77a -3YY2— * Licensed service / inspection agent other than installer: f3iaw �lvRlr��v 3 (� Z / 3 0 * Electrician, for pump, electric controls, wiring units: N/*— IMPORTANT OWNER MAINTENANCE RE UIREMENTS 1. Winter traffic (sledding, shove*Ing, etc.) across the area shall not be permitted, or frost can/will penetrate into the cell, freezing up the system. Discontinuos use in the winter .(a vaeaction trip, resulting.in no water use) can also lead to freeze ups. 2- Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This svOem was designed for a maximum wastewater flow of /6A6 gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage disposal unit, or any other unnatural sources of waste Any introduction of such waste materials will overload and destroy this system. 4. If a power outage occurs, or a pump fails, it may result In a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (leakkge). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover (the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the stem beneath IS NOT sufficient graalone t0 maintain a �covmr . 6. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorporated into the system: on the mound basal area (effluent level Inspection pipes), cleanout terminals on the pressurized laterals, at each tip - for flushing and cleaning the laterals out. The filter system in the tanks (via a locked above ground cover/manhole). Only a licensed properly quali6ied Person should be performing this work which involves health & severe safety risks. Evidence of effluent ponding in the system's tre;itment cell shall also be regularly inspected. RM _70NAL Top VIEW SCALE 4' SCALE: /4' i -"-- 0 — w TANK WALL: 2—f2' BO.4O VOZI L `NG-5` EAN40Lb; 24' 4 D. H' GHT: 72' O.D. LENGTH: 104, 00, ` s `THE 86' v.D, PIEL O INLE 53' O.G, LFQUD LEVEL: 4" 4' BORE t FOR QLJ K-7 `ERNCO GASKET GAS'-A-SEA'E HRuT OR EQUAL ,.'ti€ T AN::_ OUTLET BAFFLE N P' - TER_ A<d� r:L ��. WISCON IN, .SEEDETAIL =-n C .Fd,�Gt �4 SEE C"rtR.`) LIQUID APAC9TY: 26,8' aAIVIN OLDING OUTLET HICILE PlUGG D WADING DESIGN; 8' 0' UNSATURATED v--'0'L MN TnNKS: OU I_: t� GUE=STOMOZED `ANKS TANKS CAN BE �TCVHZE_n CO ;A °rYESSER GGNCRLi6 L n W3716 US Hsu, MUE PIXX: M 54-150 800-325-8456 MODEL W125 -YR SEP I LGi . TANK o 3 araa�rw����r ftaro�Arr uv!wR EV LUATON Rt:wO.... aut it ry r,r r vDf+,,rrrcv rrvfwi, w"Ar^. A°srlm D`carr.> __.......... ... ._.,.... ...a..........._..__ _.... (.auamy Indude,twra.uffla6xx'vtiedtxavwortaruri r�uapukt�tzrv.ii�p'A r t rv.nc��7fax 40,111 ), ry d''irr.rc'rx:,1 .." .....,._,....._..__..�.�.._ _ ....._._.. ............ 8 d Y P p Di¢eirtucv^ and as, & a7 el k,U uurr,n@ ^lrcv,.�pv, d�Bu r„ , .. �.., • , , r ._ .. pGd' Gr i.unt'l a arfaxx eku r.... tY. 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Page It Warrnnfy "pm Page 0 Slwc hmme L I yes 60, Lot fimes idcnfifiabl(rK Yes L'I no WIER 9:Yslemcmdd ha"MewIgn, consow or pmnpog fi-CMM M Ow "P& fwk an p hmmmnGimp K" ow wmk dk,,M I hr Inqwdy Piwwr npms N; mdunH to su (,j?)jx Z(r pfimibir'�' OMAM MMINP&MV h ni"P, f)eP,"frTk-f 3 Cerfificalion flutm, signed by (lie wyner nnd 1w rumrrlmrrrcmedpntqwr va!Nkg Mw (" ow owdk wuM,M, db,,l M cmOMn m0m Aer hipmHon Ind pumpMg W nmmw"Ok wMic Ind b ka MM in N1 d oq fulve mid Ow. ab"ve tril"iremews and mWee !a mahlmM Me We smap dkpmW spown wo Me mmon ag forth, rat by Me 191momew of Omwim WA Ow 1kPw1Mrw of Mond Rewumq Sbw of Wkwndn. UMAMI "I Ym" "Oho 9"rm hn h"n WW"Ammi I cm"Mod 04 rretusa,d w 1, R C,w 0,,, ii,thavoMP 1W APPEWAN DATE, mmmmah On MW R"m mm hmn m Hm hni or my IN kmwkdp, I (w) Me ommog by 0 wwMN d"d mw&d W RWMa 0 D"& OF APPIM, 'AN 11 DATE mwmm Any WRmwHmMMhn& a Omwk wmmWy %d Amu Me Rmhwro"knhfd%i . A cent Y of the -Oifirdsmvey mv it MRremm b nm& in dre wwrawy deed I'll 0111cu'lAby R r � DEC flitj�D� it "J r W I G W I G `r I • ; / Gw J / �— G 1 1 1 1I USE STANDARD 8e12 CURB ; / �/ / B V 1LDI G B REIAEW M H OWNER I iWAll(Fi%aE DETAJU 4. , SHIE ED ? O Q () I�ELI..[ED PA rr�, T ALL RAC Li 10.�)C�ULL I' ® [Gl1TDED Ir / L G n /` AL PA5 P K 21 I /�41,10=KFCE SH INCIOSIJRE G er 80 TOTAL PARKING STALLS I Building 9'-0"x 19'-0" (20K/250=80 REQ.) y 1 B;d Doc 16'xk0 OC ALLLCCCEA H C110SJ2, At7g(151JiKING 51GN I {POST WHERE RE0.) , Hi LDID5H LDFDHIP. CK dre• W LAL PA T LI TIGHSHIELDEr T �7 7�WALLM �B ILD GA x�l.) SQ r' 1. D CD T EC RA VE � LDO H G DC IGH 11'I 91-CY -a _7SEE DETAILS 1 THRU 51A10 Cv+rFOR TYPICAL CONC. WALK15'-0" PARKING SETBACKL_jJ ' j��`' �q1j{•}�Y'�(J + II Mwuwr a•cowrcreo 'N 1 0 .. 3 0' 2 11 i.... (-T 2 3 , V 3 ) (2 12.3 G) T mwj .. v SITE PLAN wy.a ,� �Srr 1- �� �,� tJLU }LY R ate. s ,� lot LIM HUDSON RODEO CENTER i.a1t'9tT�[l?ti jjgk IOC Af?•0 IN PART OF THE SOUTHEAST 1/4 C.F THE SWTHEAST 1/4 OF SECTION 28 TOWNSHIP 713 NOR N RNCE 19 a c , ;yam Gc K-TI N. Oxrx cN' . Vs }=;. e NF T=h,r T r c_ srsEl ers�. v t _ ..a I . 76 PACE 4430. > ., .�«.qu llp 3 _Outo.« WNE FL•T E WL�I A{k� cA'Za1€sta E psma cr E �� r€wp t12&fr----------------- �RQV ma- e€T � — K-� � — aasF — aF M e13 T. HnuterF fR4f4'�ti i xR.f fW3,S9 Ra4R ?1k @L'�' � xat i€� d1FC.f .Beta v�wwdn. rzv cufa4iz. yes eR eaF�€ �t F�. � $C-ETR SUON Y �s4 2 rxz ;.xeret i � 18aa's � MY tF M NY3. te5 ei f K F]�R�S=, M3[e RtRF F.� $1q1 Rods NR z ES&: [� iF]E T%£ fi€°XFR F( R�€ai +:.: 'fit t iS58. a33 $�SYa. 1lZs. 4i+a: ffi 4Q1ii ff€i R 3 f$:a F$2 4e3% btlT Fi$� %d16[P � 9�Sp4 [: � Pf4a pa&T 9E dWF> #C4 (AztaEP R Fprsl. Fi:. P3 �K�T-TRH ittss ME u.> eesk€x deg ¢�z-�F of PtU [STY G= 9'4 FF1 R"-#1iS9 TU 4fRKg RY s2:�1YEC �K PN�iR3. 95:t �!} 535 'tPN i�itiii E3 i� sA€�31'TR ese 4 Ibl6 SP. �kY a�x .iT. 44 � , . . ---------------- �'- F;Y CA%F1FY a WTI V. 6f sr 9m3a Aw E y �I 3j+' 8y V' aRH €3s Rssp—Wit,.- tiL gTaf. ii,i �ER� j i333ff 5 ��3 IjFW3 € ll WA� , i�+FRiiT i 53 tY iRUe T Z�uiG S'�'wi `K 311(1 5%RF[ 2F AMR1Vf R M+hz'.Xbe �. 3 F10 RI@Yk2 �VRtt iliLFis ukViF� R ff�x iB ]. AJ^at 1p LE � d4. a a'i}33�F it ats&:iSY .-`" , SETBAM: I SM1r {fA-T A a-. 4Ek#tai d fit; 'K4 uR'� - A . . Commercial 'Testing .......... _ .... _..__ _._.__ ��7 ru;� S,�ka� � �cuitaacp ic�rrr�sm� SJ.1 Mono 71 7 ) ) J 2 i "tl � rut . fr490 62-522J' A, 715- 62-4030 4=a11110_YTICA REPORT Bob U1 brr ht Ulbr'a.r.ht & A spat.^GA es f ��,9 ��rbl J 54767 IN Report Number; 12023739 Page: 1 Report Cate: 9/13112 Date Received: 9/ 6/12 Number Sap p> W Test. Results Method --------- OD/L U Analyzed 11 (5 Day), m /l_ _ 16 M521 . - Ov- Oil & Gr ease (P• exaneh mg�+L.. � '�� 1fl "i/10 9/11,/p12 .. o k o 9 ',.n. s� u e n d BAN d �..�. o A, i d s �, m g JpP.» �� 1� R �'M..� ./ y S 1 �2 rJ�'4 A.,I'l 9/ 6 �[ t 11 C7 121- Is W1 DNR Laboratory Certification Number: 6170:13(D Approved byw COM Commercial Testing Laboratory, Inc. 514 Main Street 6 P.O. Box 526 6 Colfax, Wisconsin 54730 Phone: 715-962-3121 Phone: 800-962-5227 Fax: 715-962-4030 Bob Ulbricht Ulbricht & Associates 2812 10th Avenue Spring Valley WI 54767 Sample ANALYTICAL REPORT Number Sample ID Test 12—W28617 Paddy Ryan 3)� BOD (5 Day), mg/L Irish Pub Oil 6 Grease(Hexane),mg/L Septic System Tot.Surpanded Solids,mg/L pH=2. 04 9/23/12 M SAMPLE PICKED UP AT V.SPRING VALLEY 2, Report Number: 12025617 Gage: 1 Report Date: 10/ 1112 Date Received: 9/24/12 Dat e Results Method LOD/LOQ Analyzed ------------------------------------- 309 1%)6' S115210B 9/24/12 19 0 K 1664A 3/10 9/26/12' 114, 0 k SM2540D 9/25/ 12 k WI DNR Laboratory Certification Number: 617013980 Approved by: to Commercial Testing Laboratory, Inc. Bob Ulbricht Ulbricht & Associates 2812 10th Avenue Spring Valley WI 54767 3asple auaber Sample ID --- - - '2-W29158 Paddy Ryan Irish Pub Hudson,WI 9/27/12 514 Main Street + P.O. Box 526 Colfax, Wisconsin 54730 Phone; 715-962-3121 Phone: 800-962-5227 Fax. 715-962-4030 ANALYTICAL REPORT Report Number: 120261?.1 Page: 1 Report Dates F0/ 8/I2 Date Received:, 9/27/12 Date Test Results Method LOD/LOG Analyzed -- BOD (5 Day), ap/L 147 OK SM52108------------9/27/12 Oil d Grease(Hexane),sg/L 9 OK 1664A 3/10 10/ 5/12 Tat.Suspended Solids,sg/L 75 0 v SM2540D 9/28/12 SAMPLE PICKED UP AT V,SPRING VALLEY J 0 WI DNR Laboratory Certification Nusbert 617013980 Approved by: {t Commercial TestingLkoratory, inc. 514 Main Street P.O. Box 526 Colfax, Wisconsin 54730 LCOLFAX,CO M Phone: 715-962-3121 Phone: 800-962-5227 Fax: 715-962-4030 ANALYTICAL REPORT Bob Ulbricht Ulbricht b Associates 2812 10th Avenue Spring Valley WI 54767 Report Numbers 1280S972 Pape: 1 Report Date! 10/ 8/12 Date Received: 9/26/12 Sample Date Number Sample ID Test Results Method LOD/LOU Analyzed 12—W29005 Paddy Ryan BOD (5 Day), mg/L 203 o k SM5210B 9/26/12 Irish Pub Oil & Grease(Hexanel,mg/L 12 CpK 1664A 3/10 10/ 5/12 Hudson,WI Tot -Suspended Solids,mg/L 92 D V SM2540D 9/27/12 9/24/12 1` SAMPLE PICKED UP AT C.SPRING VALLEY r WI DNR Laboratory Certification Number: 617013980 Approved by: Commercial Tes-t.ing Laboratory, Inc. 514 Main Street 6 P.O. Box 526 Colfax, Wisconsin 54730 CO M Phone: 715-962-3121 Phone: 800-962-5227 Fax: 715-962-4030 ANALYTICAL REPORT Bob Ulbricht Ulbricht & Associates 4812 10th Avenue Spring Valley WI 54767 Report Number: 12026'322 Page: 1 Report Date: 10/10/12 Date Received: 10/ 1/12 L t`"1 Dat e Sample ID ---------------- Test ------------------------- Results Method LOD/LOG Analyaea i�-W29S8c Faddy Ryan ----------- BOD (5 Day), mg/L 131 `')K --------- SM5210B ----------------- lid/ 1/1" Irish Pub Oil R Grease(Hexane),mg/L 6 Off 1664A 3/10 10/ 8/12 Hudson,WI Tot.Suspended Solids,mg/L s0 SM2540D 10/ 2/12 '3/30/12 K PICKED UP AT W.SPRING VALLEY W1 DNR Laboratory Certification Number: 617013980 Approvee ,y: 0 qFteCommercial TestingLa6oratory,Inc. 514 Main Street & P.O, Box 526 Colfax, Wisconsin 54730 COM Phone: 715-962-3121 6 Phone; 800-962-5227 Fax: 715-962-4030 ANALYTICAL REPORT Bob Ulbricht Report Number: 12026758 Page: 1 Ulbricht b Associates Report Date: 10/10/12 2812 10th Avenue Date Received: 10/ 3/12 Spring Valley WI 54767 Sample Date Number- Sample ID ------------------------- Test Results Method LOD/LOQ Analyzea Faddy Ryan ----------------------__--- BOD (5 Day), ■g/L ----7-- ----------- --- 134 I- SM52106 ------ .Irish Pub Oil & Grease(Hexane),mg/L 9 p K 1664A 3/10 10/ 8/12 Hudson, WI Tat. Suspended Sol ids, mg/L 85 SM2540D 10/ 4/ 12 10/ 3/12 O SAMPLE PICKED UP AT V.SPRING VALLEY I. WI DNR Laboratory Certification Number: 617013980 Approved by: St. Croix Coun anning and Zonitlgr Thurst aJ% Ja nuan 24, 013 at 1: 2:4 s P-I Detail ` an tar-v Information Page I of I Computer #: 026-1443-95-460 Sub/Plat: Hudson Rodeo Center Section, 28 Parcel #, 28.29.19.2818 Lot: 5 TN/RNC; T29N R19W Municipality: Hudson, Town of CSM- 114 114: S€ 114 SE V4 Owner: Rodeo Center LLC, c/o Ronn Hechter 709 Rodeo Circle Hudson, Wt 54016 State Permit: 51,5926 Issued: 11/12/2008 POWTS Dispersal: Non Pressurized In -ground Permit; AddttioniModification to POWTS County Permit: 6 Installed: 11118"'2008 POWTS Detail: infiltrator - High Opacity 16" Sedrooms: Q W1 Fund: POWTS Pretreatment Other Pretreatment Componen Notes lssuerr'lnspeclor As wilt Plumber Other Requirements additional Dotes ranee Owed Ryan Yarnngton >411/00 - Not Required Ulbricht, Robert ATU monitoring continues - pumping reports 1000 gal tank along with 3 aerostrearn units to be S000 Ryan, Yarrington S aec 0; No on file with permit added to 2004 system to bring dawn 6OD levels. influent sarrmpling required in the spring. 1-U i8r'6: added new 1000 tank & .BTU Ryan inspected. Lefoy Jansky also inspected 6110t2069 4irtamte-n nce Schedulers Pump Date ,Pumped 11118!2t i 1 1113012011 1113012014 911212012 9/11,12015 Owner: Rodeo Center LaC. c10 Ron,r: HeFchter 709 Rodeo Circle Hudson. `rvl 54016 State Permit, 453111 Issued: 04/22/2004 POWTS Dispersal; Lori -Pressurized In -ground Permit New County Permit: 6 Installed: 69#31 2.004 POWTS Detail: Bio Diffuser , %" ,t CA Bedrooms: r W1 Fund: POWTS Pretreatment: NIA Notes s F !f �__ Oche _ram€ '=i Ad €o a No-e- £`one d Kevin Grabau >411100 - Nat required Ulbricht. Robert This system is for an office building alarm S000 Rvan "i .3 .gto S r - Yes systems on both L ,ding sewers insulated and eve -se tr ono=u_ r led Grease Trap purpled 11 ;20107 Grease Tram r UMDed 1 aa 7 -e Schedu d Pu"n ; Dale G =, c 1 00lx R an Yarrin ton From: Michael J. Froelich <mikefroelich@comcast.net> Sent: Wednesday, January 23, 2013 6:03 PM To: Ryan Yarrington Cc: Michael Fredricksen; Ronn Hechter Subject: Ptichfork Brewery Attachments: Pitchfork documents.pdf Ryan: Following up on our telephone conversation today please find attached a string of emaiis between you and Ronn in August of this year; an email from the WDNR and the October 29th letter from Wexco. The emails between you and Ronn indicate the expected flow rates for both the existing restaurant and proposed brewery would fall under the existing design standards of the system. It was your concern at that time the ponding was perhaps a sign of trouble with the system and it should be checked out. We did institute additional aeriation, chemical treatment and affluent testing which ultimately reversed the ponding and eliminated this as a concern. This was pointed out to all who attended a meeting in the fall of this year by Bob Albrecht and Eric Larson who measured the standing water level. You were present at this meeting. At this same meeting we also had a chance to review the email from the WDNR indicating the brewery's wastewater and residual solids were not considered "high strength waste" as originally thought and no special modifications would need to be made to the existing system to accomodate the brewey's waste. The letter from Wexco indicates that after inspection of the system, review of the results of effluent test results conducted (I believe you have been provided copies of the test results from Bob Albrecht) and conversations with "local regulators", which I have been told included you, the current system is adequate subject to continued testing and monitoring. We will continue to monitor and test the system because we do not want a failure to occur which is not good for anyone. But at this time, the system has the capacity to handle the water flow from both the restaurant and brewery and does not need to be modified to handle the brewery's waste by- products. If there are any other documents you need please do not hesitate to contact me directly. Thank you for your attention. Michael J. Froelich Attorney at Law 24 Fourth Street East St. Paul, MN 55101 Phone: 651-486-8380 Fax: 651-486-8333 rSTEVE MUENICH ULBRICHT & ASSOCIATES PUMPING LLC rs re Tfrivate Wastewater Contracto Main Office Hudson 105 East Chiippewa Street "['M 715-456-1440 715-386-8277 Cadoft, Wisconsin 54727 -&w-ners wAffff4i ress Service Call., Routine Emergency F-1 Operator Comments S.T. Size Pump Chamber Size Depth Scum S.T, Depth Sludge S.T. M SIPJ p 0 1,) —,Septic System Conditions 111eF Amt. Removed Galls, Amt, Removed Gals. Depth Scum P.C. T,ewle, or Dr,infield, inches I effluent Costs a Pumping Digging up Covers 9 Taxes, if applicabte it FuH 0 June 25 142 June 26 131 June 27 130 June 28 162 June 29 186 June 30 241 Sub Total 7 days 1141 gallons July 1 128 July 2 91 July 3 95 July 4 150 Sub Total 4 days 464 Gallons 6144 gallons total 42 days average 146.29 gallons daily. July 13 hot water tank Breakdown 75 gallon Replaced. Watering sprinkler started Outdoors July Mats washed daily outside. Water Softner recharge weekly? Revised Water Flow Rodeo 2012 May 25,2012 265 Gallons May 26 370 May 28 274 May 29 135 May 30 140 May 31 137 Sub Total 8 days 1337 gallons June 1 260 June 3 294 June 4 132 June 6 168 June 7 136 June 9 293 Sub Total 9 days1283 gallons June 11 286 June 12 136 June 14 179 June 15 244 June 16 254 Sub Total 7 days 1099 gallons June 18 107 June 19 79 June 20 81 June 21 86 June 22 218 June 23 249 Sub Total 7 days 820 gallons June 24 149 je� eIIL 't?) le, 00, St. Croix County Planning and Zoning Detail Sanitary Information Computer #: 020-1443-05-000 Sub/Plat: Hudson Rodeo Center Section: Parcel #: 28.29.19.2818 Lot: 5 TNIRNG: Municipality: Hudson, Town of CSM: 114 114: Owner: Rodeo Center LLC, Uo Ronn Hechter 709 Rodeo Circle Hudson, WI 54016 State Permit: 515026 Issued: 11/12/2008 POWTS Dispersal: Non -Pressurized In -ground County Permit: 0 Installed: 11/18/2008 POWTS Detail: Infiltrator - High Capacity 16" POWTS Pretreatment: Other Pretreatment Componen Notes Issuer/Inspector As Built Plumber Ryan Yarrington >411/00 - Not Required Ulbricht, Robert Ryan Yarrington Signed Off: No Monday, August 20, 2012 at 8:13:57AM Page 1 of 1 28 T29N R19W SE 114 SE 1/4 Permit: Addition/Modification to POWTS Bedrooms: 0 WI Fund: Other Requirements Additional Notes Money Owed ATU monitoring continues - pumping reports 1000 gal tank along with 3 Aerostream units to be $0.00 on file with permit added to 2004 system to bring down BOD levels. Influent sampling required in the spring. 11/18/08 added new 1000 tank 8 ATU Ryan inspected, Leroy Jansky also inspected 6/10/2009 Maintenance Scheduled Pump Date Pumped 11 /18/2011 11/30/2011 11 /30/2014 Owner: Rodeo Center LLC, Go Ronn Hechter 709 Rodeo Circle Hudson, WI 54016 State Permit: 453111 Issued: 04/22/2004 POWTS Dispersal: Non -Pressurized In -ground Permit: New County Permit: 0 Installed: 09/30/2004 POWTS Detail: Bio Diffuser (11") (PSA) Bedrooms: 0 POWTS Pretreatment: NA Notes Issuerllnspector As Built Plumber Kevin Grabau >4/1/00 - Not Required Ulbricht, Robert Ryan Yarrington Signed Off: Yes Maintenance Scheduled Pump Date Pumped 9/30/2007 8/26/2007 8/26/2010 9/16/2008 9/16/2011 5/19/2010 5/19/2013 8/17/2010 8/17/2013 11/19/2010 11/1912013 WI Fund: Other Requirements Additional Notes Money Owed This system is for an office building. Alarm $0.00 systems on both, building sewers insulated, and reverse cleanoul installed. 8126/07 Grease Trap pumped 11/20/07 Grease Trap pumped .Vt Croix County Planning and Zoning Detail Sanitary Inforilliation Computer 020-1443-0 -000 Sub/Plat: Hudson Rodeo Center Section: Parcel 28.29.19.2818 Lot: 5 TN/RN: Municipality: Hudson, Town of CSM: 114 114 Owner: Rodeo Center LLC. clo Ronn Hechter 709 Rodeo Circle Hudson, Wf 8401 State Permit. 515026 Issued: 1111212008 POWTS Dispersal: Non -Pressurized In -ground County Permit: 0 Installed: 11/1812008 POWTS Detail: Infiltrator - High Capacity 1 " POWTS Pretreatment: Other Pretreatment Cornponen Notes lssuerf`inspoctor As Bu:it Plumber Ryan Yarnngton >411/00 - Not Required Ulbficht. Robert Ryan Yarrington Sinned Oft- No Maintenance Scheid. qo pc�er� Pate Pumped 111i832011 111,30i"011 1113012014 Nr ijv- a I J r Page I of 2 28 T29N R19W SE11'4SE114 Permit: Add ition[Modification to POWTS Bedrooms- 0 WI Fund: Other Requirements Additional Motes Money Owed ATU monitoring continues - pumping reports 1000 gal tarn along with 3 Aerostrearn units to be 0.00 on file with permit added to 2004 systern to bring down PQP levels. Influent sampling required in the spring. 11/18/08 added new 1000 tank & ATU Ryan inspected, Leroy 3ansky also inspected 0110,12009 ./��f, ^~` ��� �/9A.� �/« _ /�/. � �� « Z�/�� � _d �� >� � �. St. Croix County Planning and Zoning Detail Sanitary Information Computer #: 020-1443-05-000 Sub/Plat: Hudson Rodeo Center Section: Parcel #: 28.29.19.2818 Lot: 5 TNIRNG: Municipality: Hudson, Town of CSM: 114 114: Owner: Rodeo Center LLC, c/o Ronn Hechter 709 Rodeo Circle Hudson, WI 54016 State Permit 515026 Issued: 11/12/2008 POWTS Dispersal: Non -Pressurized In -ground County Permit: 0 Installed: POWTS Detail: Infiltrator - High Capacity 16" POWTS Pretreatment: Other Pretreatment Componen Notes Issuer/Inspector As Built Ryan Yarrington >4/1/00 - Not Required Not determined Signed Off- No Monday, February 14, 2011 at 11:22:43 AM Page 1 of I 28 T29N R19W SE 114 SE 1/4 Permit: Addition/Modification to POWTS Bedrooms: 0 WI Fund: Plumber Other Requirements Additional Notes Money Owed Ulbricht, Robert 11/18/08 added new 1000 lank & ATU but 1000 gal tank along with 3 Aerostream units to be $0.00 not completed- monitoring continues and added to 2004 system to bring down BOD levels. new permit in "incomplete" rack Influent sampling required in the spring. Owner: Rodeo Center LLC, c/o Ronn Hechter 709 Rodeo Circle Hudson, WI 64016 State Permit: 453111 Issued: 04/22/2004 POWTS Dispersal: Non -Pressurized In -ground County Permit: 0 Installed: 09/30/2004 POWTS Detail: Bio Diffuser (11") (PSA) POWTS Pretreatment: NA Notes Issuer/Inspector As Built Plumber Kevin Grabau >4/1/00 -Not Required Ulbricht, Robert Ryan Yarrington Signed Off: Yes Maintenance Scheduled Pump Date Pumped 9/30/2007 8/26/2007 8/26/2010 9/16/2008 9/16/2011 5/19/2010 5/19/2013 8/17/2010 8/17/2013 11/19/2010 11/19/2013 Permit: New Bedrooms: 0 WI Fund: Other Requirements Additional Notes Money Owed This system is for an office building. Alarm $0.00 systems on both, building sewers insulated, and reverse cleanout installed. Sept. 2007 - Paddy Ryans full -service restaurant has opened in Bldg. A where the slate approval was only for a pizza parlor/coffee shop with no sit- down dining, etc. System is undersized at 1626 gpd for the current restaurant employeesldiners/800r drains. Carrie Stoltz, code enforcement, has recalculated the DWF at over 2800 gpd!! 8/26/07 Grease Trap pumped 11/20/07 Grease Trap pumped STEVE MUENICH ULBIRI'CHT'& ASSOCIATES PUMPING LLC Private Wastewater Contractors — Hudson 1 Ohl ppewa Street Maiin Office 715-386-,8277 Cadott, Wisconsin 54727 715-456-1440 Owners Z/ T Name D�at ime ;q -TTTM4 M. N= Comments CA Septic System Conditions, S.T. Size .2 42 4)4') Q etgi Amt. Removed' . . . . . . . . . . . . . . . J Gals. Pump Chamber Size Amt. Removed Gals. Depth Scum S.T. Depth Scum P.C. Depth Scum P.C. -- b Trenches or Drainfield, iniche!s of effluent n2 �v 2110-TOMPM Pumping * Digging up Covers o Extra Travel Service Labor Taxes,, if applicable r []'Pd. In Full 11) , , C # Total Due ? f) ULBRICHT'& ASSOCIATES PUMPING LLC — ®► Wastewa,ter Contractors — 7". lip= Owners Name Date Time koo� AddressW. . . ........ . Service Call: Routine Emergency Operator Comments 2 /Z -, Sep�ti'c System Conditions S.,T. Size --2114'20 12- Pump Chamber Size Depth Scum S.T, Depth Sludge S.T.-',L Amt. Removed Gals. Amt. Removed Gals. Depth Scum P.C. Trenches or Drainfieldl, inches of effluent QD Costs a Pumping 711' Digging up Covers a Extra Travel Service Labor o Taxes, if applicable .... . . ....... - Pd. In Full 21!5n Account M, AVALWYA1111110121rds ULBRICHT & ASSOCIATES PUMPING LLC Private Wastewater Contractors 105 East Chippewa Street r4wo [kyj 1920015HR Name- .__Cate 67­ /Q Address Service Call- Routine Fk- Emergency Operator .14 S.T. Size--.2,:2.ao ',pt. Removed Gals. Pump Chiamber Size Xrnt. Removed Depth Scum S.T. Depth Scum P.G. Depth Sludge S.T. Depth Scurn P.C*" Trenches or Drainfield, inches of effluer • Pumpin(, 41 Digging up Covers M-re re h11311 MOM= Extra T-wel Service Lnbor 47, 3LOE30E 3=1 Total Due [—]'Fld. In FuV STEVE MUENICHI UILBRICHI & ASSOCIATES PUMPING LL.� — Private Wastewater Contractors — 105 East Chippewa Stre(,.,)t Owners Name Address Service Call: Routine IV; dn of Cadott, Wisconsin, 5471,':,, -456- 440 .. . ........... . .... 5_ 6.e ...__Time:....r!�aa Eimergency 1:1 Operator Comments S.T. Size Removed Pump Chareber Sire *&Amt. Rernove'd Depth Scum S.T. .+ 4 Depth Scurn P.C. Depth Sludge S.T. .2 4 Depth Scum P.C. Trenches or Grainfield, inches of effluent 0 Pumping Digging up Covers o Adding Manholes, New Covers, Lo, "fs, Repairs, etc. * Extra Tre )I Service Labor C -77 Total Due 35 On Account STEVE MUENICH ULBRICH"° & ASSOCIATES PUMPING LLC — Priva' 9 Wastewater Contractors - -- Hudson 105 East Chippewa Street Main Office 715-386-8277 CAott, Wisconsin 54727 715-456-1440 Owners p 26 - / - Name Date - j rime Address /', —Z%, _ _ } .1f 1 1/ '10 Service Ca". Rc 7tine ©/ Emergency g cY ❑ Operator s7�.,y..,.i Comments S.T. Size_, . o- p Pump Chat -ber Size Depth Scu, S.T. y' Depth Stud a S.T. it — Septic System Conditions — fir... Z ��Amt. Removed Gals. Amt. Removed Gals. Depth Scum P.C. -�-k A Depth Scum P.C.:_ Trenches or Drainfield, inches of effluent r Wl��h Tc .I// /0di rz - -- Costs — e Pumping �� , _ _7C� a . Digging up Covers • Adding Manholes, New Covers, Loi Repairs, etc. • Extra Travel Service Labor • Taxes, If-' Pplicabie J � � • -• Tots,. Duc '? ❑ Pd. sn F u1i r� s 3 .� ( On Account 33 ttJ E�teGti, S�Pi+C THIS POWT SYSTEM SHALL INCORPORATE PER COMM. 83.44(2)c A PROPER ZABEL FILTER MODEL # 12" x ao" FQ�Ste�F� J r't t17 r, 1, r1 tro(lar/R jtt Ilr�''rlm /�' t j l i �rytrt Ir��!/rt� itu Irr��rrt�rl(14�,�2 .� .11rr err It/lUrr1Ytth G /t tt,*tjE�jl ?r rj rrthrrt to1 J 1 f Ir f tF r 11 �- t a � � i bl'0 6 L0-r4 5 N It% w pL �ur.ty 171,6 ` or2 Iqoo o 4J rt5E* e?u &lam �o 1. S,Pp77'f �• RaU N� 5 0LA7r� s4 , L0 J fr44f 4 ��s�rrc T • i —= = _ so t}Wvv>SD j3G0 f- o f3QT C- #4!1� �, ,40 Me THIS POWT SYSTEM SHALL INCORPORATE PER COMM. 83.44(2)c A PROPER ZABEL FILTER MODEL # 4 - 3 o 0 Sa I ��xaafs_ r- e x ge-A�4-e K7 �%yf-Trac, S sd. caT tf�— 2fO�? 0-4715 314 41: TO? °F S0,eve t6RrS 611 gyp, . s 73,4!` f 1V�[% r (/- d 7 j a df 5 — THIS POWT SYSTEM SHALL t INCORPORATE PER COMM. 1}, 83.44(2;c A PROPER ZABEL l FILTER MODEL # v v� q/fb ©,e tires aooQ f S€t'Tic T 30 Wpou st fi�5 , c �A6r��o 2 Q+'TS D _ 1S fc G,9,�J 7�u.FS •jr fr !1 Jjt �•11-0 s 2d t1 ro . � ! ! r13 Gp (a` /z5a / I lb W L O l`' P�� fi} S T Eel jai TEti"c�p %a�' =Q j,3C�r'1sGr`j�� Jj,tl� � .-� �l �tT' 1 �lr!!1„!1' ' 11 � � C�' �}r � �.t -`;tip �Q� �T�F�'•SE' Z���"r�r��: ;S POWT SYSTEM S �_ INCORPORATE PER COMM. 83.44(2)c A PROPER ZABEL ! lJ� t y �� / r G r (L 4 ♦ j J FILTER MODEL # -Soo Gor l t/ e 2-0S r t e57`5 &ter 1 : To? �F L6 i