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034-1048-50-000
NOTICE TO OCCUPANT Thc uastcwatcr ttrat is produccd by yon rcsidcncc or busincss is treatcd by FASTtu, an rdv8llccd wast$ryirtcr trcat[lcnt E],stcrtl. Thc FASTA kc:ilrnm( unit is locrtrd oo your propcrty lod is an on-sitc [csuncnt systcm. Aoy on- sitc t catmcrt and disposal syslcm wi[ uork propcrly providcd the orccupants of thc prcmiscs do not phce harmful ytbslancts in the systern. Thercftrrc. ccrtrln slandards must bc follourcd in ordrr lo rcccivc optimal pcrfirrmancc fiom your FASTC) systcrn. You may bc tntqe$cd to know thal most of thcsc sanrc standards arc also inportanr to follow cvcn lix thosc who arc connrxtcd ro a rnunicipal or city scwrr trcatrncnt systcln or convcnrional *ptic s)rstctn$. Phasc rclcr to tlr list bclow for amportaot infonnation on horv lo hclp Iccp your trcatnrcol sy$cm pcttbrming as it slrouH. ln eddition to thetc surdards, all rcluircd maintenancc nust bc conplctcd in a tirncly flurnocr. ll0 NOT IiHUT THE BT{)WER OFF (Notiff pur mrintenance provido if it appcars to bc firnctioning inpropcrly c if you will bc trviry thc popcny for an cxrcndcd pcriod of tinr.) DISTNFECTANTS OR BLEACHES Usc in accsdancc with mmu&cturcrs rcconrrrndations rrd sparingly. Qrutcmary ammonia sanitizcn (fornd prirnadly in commsdal scttings) <r pirrc oil clcancrs slnuld nol trc uscd. MEDICATIONS Nonual tsc of orcr tlrc countcr rrrcdicrlioos should not alTc.ct tlc systcm. llorrcvcr, strong antibiotics or chcrnothcrapy drugs havc bcr.,rr kno*n to scrrcrcly disrup thc trcatrrcnl proccss. Pl,'a* notify lour s:wicc providcr of this kind of issuc so ttrel mry bc awarc ol'rhc rcoson lbr thc systcrn uprt. gEIEnCET{Tt Sltould bc low-srds, biodcgadnblc, and low phosplratc. (Sornc cxanrplcs arc: Arnt & llonuncr, ALL. and F*olabo Products (corrncrc ial lsc)) ?APER PRODUCTS U$c u6itc toilct pspcr p{oducts. Sortr naturul bacteria do not car color dyes in paper and thcrefore do not baen*dotm colorcd puper. Non{lcached papcr (bru*rn in colrr) takcs a long timc to brqkdo*n duc to tlrc incrcascd lcvcl of rtood prlp, NO TOILET BOWL TABT-ETS SHOULD BE USED. NO DISCHARGE FITOM WATER SOFTENERS SHOULD GO INTO T}IE 6YSTL,M. NO ANIMAL FATS. SUCH AS BACOT GREASE, LARD. OR ANY OTHLR oII.s STIOULD GO INTo THE SYSTEM. (Norrml clcaning of pots md panr is acccprablc). NO DRAIN CLEANERS SHOULD tsE USED. (Vinegar and bating soda is good substitute. As a lasr rcsorl chemical drain cleaners can b€ use4 but use sparingly becausc they arc toxic to the brcteria in th€ s)rstem) NO UQUID FABRTC SOFTENERS SHOULD BE USED. (Thcsc producs typically contain quatc{nary amronir which is toxac to the bacteril. Plea;e use dryer sheets.) NO HARSH CHF,MICAI.s OR TOXINS SHOU,D BF, PUT INTO THE SYSTEM (a.c. noor grimhg wasrc / lrorschold peints / sohrcnts / thioncrs / caustic clcerr.rs / pcsticidcs / herbicidcs ctc.) DISFOSABLE DIAPERS CAT LITIER SANITARY NAPKINS I]ANDAG[:S CIGARF.TTE B(JTTS AUTOMOTIVE I.-LT'IDS RA(iS STRIN(i sI't('Ks MUD CONDOMS PLASTIC'S ME'TAL OBJLCTS PAPER TOWEL5 CORN COBS ANIMAI. BONFS MF.LON R,INDS COFFFE OROTJNI}S HQMF. BRF.WERY WASTF F:(Xi SilF.Lt.s OLD IUFDICATIONS lpsrdrv Wuf, lnrdlor It is rcconmrndcd that ryash toads bc sprcad throughoul tlrc wcck. Scotic Trnk Addlrlvo. Eaz.vncs. end Brckrh Unds'rxmrl circunrstan:cs thrsc would bc unncccssary with advancLrl tr(5rncnt systcms and not recomrncrrlcd for traditbnal scptic syttcrts. VIOLATIONS OF THE ABOVE STANDARDS OF GOOD PRACTICE MAY VOID THE PRODUCT WARRANTY Private Onsite Wastewater Treatment System / I n d ivid ual Sub su rtace Treatment Sysfem Thank you for allowing us to help extend the life of your system, Let us know if you have any questlbns. Ifris is our report to you - Please read carefully I nstallation Location :Owner:<Jra lnspection Report LisLu,y sEP 2 1 2oz38ro il-y ()t -ountY G /".-.<ts,', ! (.7y wa 5-?o r J ATU lnstialled: co ro rnu De ve \oP rn entCr'otx n\".Y lnstall Date ATU Serial Number: lnspection Agreem ent date: 7' Za-af fut z- "C/44Lln Petersen Management Co., LLC PO Box 3y''A,42l Wheeler Avenue Fredonia, Wl 53021 Tel: 888-455€864 or 262-692-2416 Fax: 8@669-1232 or ?62$92-2418 E-Mail: sples@petersenproducts,com CredenUal-)Numberti f )9-rE rL Phone Number oatef ,] f,31)-rinre a ?.-u En Rcv 032011 Below are some ot the items we drecked. Please read carefully and let us know if you have any questions. A. We removed lhe blov'rer housing to claan the lilter and check the blo ,e( fot unusual nc,isos or visible signs of electical or mschanical connections, wnts, lilters, blor.rer, and slecldcal be in good ordsr. B. The electrical panel switches and alarm were checkod $orking properly. C. The water turbulence in ihe Bio-Microbics FASTR trsstnent unit appear to indicate there is adequat€ ak coming from the blouEr. L. Trested wastewster offluent anatysis: J 4 oo, L '1 pn, 6o " r ru*p. Pipe not appear to M. Based on our visual inspeclion, )pur doet not appear to us to be an@) do nor seem to be wo*ing proporly with the proper quanuty ot wastewater. You, your septic tank pumpsr or your system conhaclor may call any time to dis6Llss this repo( Whenever l,our tank(s) needs pumping, ask your pumper lo dsan and replace any emuant fllters as needed, check the intsgrity of the trank and ils baflles wtlile it is empty. The tank(s) do not need to be emptied comdetely bocauso a little tiologlcal sludgo on the bottom helps th6 troatmed to rostart quickly when the system i6 put back into uss. I Your ststa of tho r teatment 3tBtsm provlde3 an ldsal way to .xtond th. llfe of your dispersal ficld rnd rec'tlcle clean wastewatsr back lnto the groundwatar. lnspections can dl3covei mlnor problams that could cau3s your dbporual field to Lll rusulung in con3ld.rable rcprir or replecrment coaE. ln3pcctlng snd malntalnlng youi ryrtam propG?ly can grcady lncre[a lts life, save monay' protcct water wells, and genorally improva the cnvlronment ' ( tt J. we checked for ponding in your dispersal field. There w -q-' of ponding. Signilicant ponding may indicate the field is developing a clogging mat, th8 water flol.v is too high or thsrs is some other problem with the teld. K. We checked the pumps and level contol switches in the pump tank and they@ do not appear to bB wofiing conec0y. The pump counter rcading is:-, DissolvBd Oxygen is required for aarobic teatment, Ph signifcently above or below 7 may indicatc a loxic cfiemical presance and the temperature reading may h€lp evaluate any tgalment issue. W€ did not enter the tanks or use equipment to s)€mine undergmund components. Our insp€G'tion of your syslem included the primary observ?ble indicatoE that usually indicate the system is or is not u,orking properly. OUI inspoction cenainly cannot guerantse there is nothing wong wfi ths systam or lhat it may fail sooner than e)e€cl€d. TEatmont conditions may cfiange if there are significant changas in w6staul6ter guantity or qudity. Read tho notica m the back page for good wastewater prac:ticos. Call )rour syEtsm installor or service provider if you suspect pmblems nith your slrstem or have any queslions. we appreciata the oppodunity to help you safsguad )rour syst€m. With proper management and care y()tJr system can pedorm satisfactorily tor meny lrears. riltt D. The aerobic vent pip@fl doea not appear to be operating con€c{y. An obstrucGd venl will reiluce treatment levels. The vent holes or opening should be equivalent to a 3' pip6. E. There uas,seplic odor. when the aembic s)6tem is working well, it recelve6 to fiEat tha quantity and quality of the waste load it is rec€iving. A Cight musty odor is normal, especially, on heavy use days. was not dear. Clear walar indic€tes process, Properly treated wastewater should be clear of solids and may have a slightly cloudy appearance. G ths sludge d€pth in ).our soptic tank and it appears )rour system docr pumping. The septic setting tiank should b€ pumped when the is 25% to 30'[ of the water depth ln the tank- Please advise ]rour pumperthat each compartment and tank should be pumped wtlen the septic settling comparlment or tank n€eds pumping doa5 not appear io ba conect, AnH. The water dopth in the incaeased water depth may ground weter may be enteing lhe tank tom your field or ther6 may be leaks in your tank. A lo,rv water le\€l also may mean your tank is l€aking. F. The water coming from the FASTR there is good quality n atar coming L We looked for cracks or leaks in the iank risers and manholo coverB and they do not appeer to be nomal. Leaks may allow water !o enter your tank and ovedoad yot r dispersal field. Commenls & Suggeslions: €L Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 563889 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Elsbury, James I S rin field, Town of 034-1048-50-000 CST BM Elev: Insp.BM Elev: BM D scription: d� Section/Town/Range/Map No: fd1� $ 21.29.15.333A TANK INFORMATION LEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI 2 • FS ELEV. Septic e e� (� -76q 966 Benchmark 6,41Y /674 /�6 e--13, Dosing All 0 n n AO 1-3 Aeration Bldg.Sewer Cl dZ Holding St/Ht Inlet /d T7, �� �.L St/Ht Outlet � N-1 TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. en Air Intake ROAD Dt Inlet \ �f� Septic f Dt Bottom 15.16] b7.4Z A.05 1/- ,37 5/ � 33 -, g Header/Man. Z•1 16-3.-77— Dosin �� , X41 � 7 33 Aeration Dist. Pipe 2, iK 103.72. Holding Bot.System 3- 3 163. ZZ Final Grade /-100 )641,72— PUMP/SIPHON INFORMATION Manufacturer (5 1 Demand St Cover N GPM Model Number I ,� ��q 1 je,f J'7.� a w .$ /6a• 7 TDH Lift Friction Loss System Head C? Tl� 7�Ft I Z.35 /• 75 1 Co Forcemain Lengt t Dia. ►1 Dist.to Well f SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length No.Of Trenche PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS 5 "�� /3 e \ SETBACK SYSTEM TO P/L JBLDG WELL LAKE/STREAM CHAMBER OR Manufacturer: on INFORMATION Type O System: 10 l J 1[� UNIT Model Number: /�1o..w 033 31 /14 DISTRIBUTION SYSTEM TH ole Size x Hole Spacing Veryfko A�take Header/Manifold M Distribution iI J! is AI �1/ Pipe(s) / 7 < / `� Length Z-S Dia 1.S Length 4"9 Dia I•Z`S Spacing L• " " 3Z 4 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded 6WV'QJL- Mulched Bed/Trench Center /•5 Bed/Trench Edges ` Topsoil 1 _ J No 'Yes [ No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#1: / �d/ Inspection#2: Location: 840 Hwy 128 tGle^^nwo City,WI 54013(NE 1/4 SE 1/4 21 T29N R15W) metes&bounds Lot /q 21.29.15.333A.0%-S&L Parcel No: P'6.3 1.)Alt BM Description 2.)Bldg sewer length= 147 �- -amount of cover= (' t n n Plan revision Required? 01 Yes 0 8T2 Use other side for additional information. D — -- - I L— �— Cert.No. Date Insepctoe ignat SBD-6710(R.3/97) PA IVU County � r © , Industry Services Division =. 6 P '' 51 RECEIVE 1400 E Washington Ave Sanitary Permit Number(to be filled in by Co.) P.O. Box 7162 \ ;Y Madison,WI 53707-7162 202014 Of __5�311ue6 I S , snit Application State Transaction Number In accordance with SPS 3)3t ' ii ArF_QW�KTsion of this form to the appropriate governmental unit is required prior to ttl( Y; �5itary permit. Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary 2urposes in accordance with the Privac Law,s. 15.04(1 xm),Slats. 1. Application Information-Please Print All Wormation Property Owner's Name I Parcel#0351-16%8-SO- 000 /yES EL5,d Property Owner's Mailing Address 46 3 334 Property Location 9:Y0 sr' uJt �a 8 Govt.Lot City,State Zip Code Phone Number lE A S,6 %,, Section GLEit�WOO�D C/lY �I SS�D/3 S35/- goo 6— / rcleon) ❑.Type of Building T 9 N; R yp g(che all that apply) Lot# 1 or 2 Family Dwelling-Number of Bedrooms Subdivision Name Block# El Public/Commercial-Describe Use 8-ETtp of ❑State Ored-Describe Use A CSM Number 0"Pi age of J 5 )r '70 o 0 Town of S/oR/A&/C'/610 11).Type of Permit: (Ch Complete line B if applicable) A' ❑New System y �Replacement System ❑Treatment/Holding Tank Replacement Only El Other Modification to Existing System(explain) B. ❑ Permit Renewal Permit Revision ❑Change of Plumber ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner S'(o3889- 8/079//3 1V.Type of POWTS System/Component/Device: (Cheek all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑At-Grade ❑ Mound>24 5ee�'rd�'atment soil Mound<24 in.of suitable soil ❑ Holding Tank ❑Other Dispersal Component(explain) Device(explain) V.Dis ersal/Treat ent Area Information: Design Flow(gpd) Design Soil Applicatio te(gpdsf) I Dispersal Area Req /�so Dispersal Area Pro (s System Elevation / 00 Vl.Tank Info Capacity in Total #of Manufacturer Gallons Gallons Units o v New Tanks Existing Tanks w t3 U v y V(�`1(� 1�►l a ri v� v� i C7 ci Septic or HQkkaS T-w - QO 1700 �/d0 / 4✓14- a �oAJGRdrr Dosing Chamber o0 900 it VTT.Responsibility Statement- [,the undersigned,assume responsib''ty for installation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber's gna MPfWWt8 Number Business Phone Number r Plumber's Address(Street,City,State,Zip Code d ,box /D Z S5'7�30 FVIT Co un /De artment Use nl proved Permit�0 � Date ssued Issuing A t Signature rven Reason for�Denial /5 z� IX.Conditt lj . axons for Disapproval ) 1'-', i3ptictapk,etfltittntfill @rand �) 61 i`�{1Gn 5 disg*rsal cell must all be services/mlintained as per management plan provided by plumber. A •�►1+ �" . Z AJ s> ack.TequlJWnents,must ba maitttaihecl / Ire per applicable tde`7 ordinances. Attach to complete plans for the system and submit to the County only on paper not less than 8 112 x I t inches in size SBD-6398(R0313) KENT HOKE Page 2 5/5/2014 r • The activities relating to evaluation and monitoring POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A state approved effluent filter is required.Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required.Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • The existing POWTS shall be properly abandoned per SPS 383.33,Wis.Adm. Code. • A copy of the approved plans,specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. Owner Responsibilities: • 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 a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of the POWTS shall be responsible for ensuring that the operation and maintenance occurs in accordance with this chapter and the approved management plan under SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. • 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. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 Fee Received$ 250.00 Balance Due $ 0.00 4*M erar Swim POWTS Plan Reviewer,Integrated Services (608)789-7892,Mon-Fri, 7:15 am-4:00 pm WiSMART code:7633 jerry.swim@wisconsin.gov cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm Note: Effective January 1,2012,all codes under the jurisdiction of the Division of Industry Services(formerly Safety&Buildings)will be modified. Code references with prefixes starting with"Comm"have been replaced with "SPS"to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety&Professional Services.Additionally,all IS(formerly S&B)codes have been renumbered and addressed in a"300"series. For future reference,the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. ptiYnxTK�N DIVISION OF INDUSTRY SERVICES ��`',,• roe 3824 N CREEKSIDE LA HOLMEN WI 54636 ;° Contact Through Relay 3 K R www.dsps.wi.gov/sb/ �ti w www.wisconsin.gov �O ssroIN Scott Walker,Governor Dave Ross,Secretary May 05,2014 CUST ID No. 224199 ATTN POWTS Inspector KENT HOKE ZONING OFFICE H&H PLUMBING LLC ST CROIX COUNTY SPIA PO BOX 10 1101 CARMICHAEL RD . COLFAX WI 54730 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/05/2016 Identification Numbers Transaction ID No.2398303 SITE: Site ID No. 750700 James Elsbury Please refer to both identification numbers, 840 State Hwy 128 above,in all correspondence with the agency. Town of Springfield St Croix County NEIA,SE1/4, S21,T29N,R15W FOR: Description:Two Bedroom Mound System/6%slope/Pre-treatment Object Type: POWTS Component Manual Regulated Object ID No.: 1482958 Maintenance required; Replacement system; 300 GPD Flow rate; 6 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual-Ver.2.0, SBD-10691-P(N.01 101,R. 10/12),Pressure Distribution Component Manual-Ver.2.0, SBD-10706-P(N.01 101,R. 10/12); (1)Bio-Microbics 0.75 Micro-FAST Aerobic Treatment Unit,Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. CONDITION The owner,as defined in chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code APPROV requirements. DEPT OF SAFI No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.nr-- IONAL stats. DIVISION OF INDUSI The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with th SEE CORRE P requirements of See. 145.135 and 145.19,Wis.Stats. • The application for a sanitary permit shall be accompanied with documentation that the master plumber or master plumber-restricted service who is to be responsible for the installation or modification of the POWTS, has completed approved training on the proposed POWTS technology or method or has documentation that approved training will be provided during the installation of the POWTS. • The application for sanitary permit shall be accompanied with legal documentation of all the components requiring servicing at an interval of 12 months or less shall be recorded on the deed for the property.If this is not present,a sanitary permit can not be issued. • Inspection of the private sewage system installation is required.Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d),Wis.Stats. r , IN. Private Onsite Wastewater Treatment System Index and Title Page ��•• �/LEl�tilLEiYE.�T Project Name: TAKES GLS,6uRY - o?:��. /',6u�0 fooc.�TS al�/'l/Lilof�sr O,7-S Asr4 sir Owner's Name: -TAN es EL s,aua Y Owner's Address: &Y,0 fir, Ww,-. 1,2s UL EnitJooO C/jf'. �S �Yel3 0/5' syY- sods Legal Description: �(/E sF� 2/� Municipality: Town, Vie, (qty of SP.e��6FiEL D County: Sr, elto/x ALLY Subdivision Name: ED :TY AND Lot Number: Block Number: SERVICES Parcel I.D.Number: oz/-a9-/S333f1 o3y-/d fr8- so -.0,6 0 }RY SERVICES Page 1 1.vAEX Page 2 zdr 6"�A•� �✓ 6zarEs Page 3 C r o s s - SE C Tio.✓ X J o �LA•� �iErJ of �a u.vo Page 4 Ixe- 1.4 rEa.ez L,gYoo r Page-5 S EPr�c �a �` �u�/� CNA.yaE'�t Coo ss-SEG rio•J Page 6 �uiyF �EiLFO/CrIi4NLE Cu�yE Page 4heEs,,x Tod/70o/god Co�,aa �•�,e �✓�i�/oaaFASr o. 7Su,�.r Page 8f84 6/0 -1Y/cno,e165 /`7icRO.�RSr o 7S �"stsr /.1,�,r S�EGS. Page 9 * 9a fASr G1,�,r /'�,e��rE.v,a,��E t �E�wc� /.✓Fd �i4LE �Qt/oq QoGJ�S OIJirJE2 S /'1A�✓�/AL /'�A�IALEiStEJr ®LAS✓ /-JG rEx �A/.✓rE.,lR,,cE /•✓Fa /1lA^1E d� Fs��.JE E/� c,ee 1P- ,2,T /99 r4rA r= ATE: - � I L �[ 3`rALN�If.✓TS SOlL Eug L aR Tio.J !G EPo•c r ��rE�Pa E ri�E �E s'Ea niy'T'�c.J KE/'o.�1 COw/�0/T/a.JAL �iA� irPfRod�1L LErrE.c ( /.A 70,17ooYgb;0 /3-aQO9}1 �z � cn V ► Ph A `( { O � ` It\ 00 0o b y O � Oho o b o� Go o e c, X �- x it qA LN o ° z t `4 O z L u W h 0 s n � o fn L c\ " n � '� .� ti x 4 N• Ed.a - eCi• et ct C+ ei-e1• -ct C+ - � p ra e a ?i p. fit. eq ol y x 1p Cf. _ �2 z7 7C • x � '+ o tv �' � c - c ol l, H 14 Id � � i x x *+ _ c - ,; m— - --t a a 0 0 1-3 tis 11 ♦ O I�J Crl _ •O 1. Z � a 1 A Q (� 0 n a H � �1 X • �t .O 6, � v X a X LIN e (xl ; � w ''C h f n 3 tA ° �R LN a o 1�, N a 0 v � C a Page S Of SEPTIC TANK �' PUTAP CHAMBER CROSS SECTION SPECIFICATIONS . .4 E�?HERPROOF 4" C VENT PIPE 12" MIN. ABOVE GRADE E �iJU -CTION BOX APPROVED y /c DOOR, WINDOW OR WITH CONDUIT MANHOLE COVERS FRESH AIR INTAKE W/ PADLOCK . - WARNING LABEL ,lwxll oo y. MIN. INLET I GAS- i `t WATER TIG EALS TIGHT t ti APPROVED A SEAL ; JOINTS WITH p/1E.vco Q/o-riK�oQics - < < ALM APPROVED PIPE APPROVED Fp'o8aa-/'/B iyjt-AOAAsr 0.75' B t ` ON PIPE C/L sEti UA.) r t 'P-* RISER EXIT PUMP OFF LEV . 9�./FT- OFF PERMITTED ONLY D IF TANK MANUFACTURER HAS APPROVAL 311 APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC. / DOSE �✓/FSE� Lo,✓c.cErt TANK MANUFACTURER! 7oa,Z7o6196o 61 j�vr NUMBER DOSES PER DAY: S.y �/8• �a Ca�o� ss 7 .c G = TANK SIZES: SEPTIC 700 70o GAL. DOSE VOLUME INCLUDING DOSE 9,00 GAL.. FLOWBACK: G_ /7 .GAL- ALARM MANUFACTURER: .J"E orr us CAPACITIES: A = z/o INCHES = G/T.,Z 6AL. MODEL NUMBER: A„64 i¢LEaT x_T SWITCH TYPE: /JEGNAN/"L - ,/-�y3 GALS. 8 = ....2 INCHES = Zo.ppp GAL. PUMP MANUFACTURER: C = INCHES = G/.7 GAL. MODEL NUMBER: SWITCH TYPE: IYA-G/✓A.vIGAt- D = INCHES = /.5'i!3 GAL. REQUIRED DISCHARGE RATE /211 GPM PUMP 9 ALARM WIRING AS PER ILHR 16:23 WAC VERTICAL-DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . /o.o FEET . + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . y_ G FEET + CS FEET FORCEMAIN --X 3.S FT/100_ FT. FRICTION FACTOR . ;„3 FEET TDTAL DYNAMIC HEAD /_-FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH SS �i ; WIDTH 7_ 3 ; DIAMETER LIQUID DEPTH s-� /"L• GaF�� :1 -rl it 't 4 SE-40 Series i 3/4 solids 4110 HP Manual Submersible Effluent Pump, Flaw-UTE8slMINUTE 0 so 100 150 200 xs 7.0 Construction zo 6.0 Coves Epoxy Coated Cast Iron 5.0 1 Motor Housing Epoxy Coated Cast bon i5 4 0 E eller Material Im p Nylon Vortex ti Ile.'Fype __ - - io 3-0 = Power Cord S,i fVl1 A LU Nrile With Carbon_; hatt 2.o Mechanical;$ Seal ar;d'CeramG Faces 5 i.0 Fasteners - Stainless Steel Shaft Steel _ ao - Upper $leave o Bearings w Loyiuec_wBa1l Bearing 30 40 50 60 D 10 20 _ e 1 FwW-C -oNsmNUTF r•' S� 4_T 92 ` � a 1.5-DISCHARGE + a ' S.8° i SCREEN TO PASS W SOLIDS Specifications 3 � = , II=s F lYi° r� 1i I l r o r•- .{° .`�`1 1..7Y�� `A� = ° t. ' : 509202 0 115 1 5 FIVPT 12 211000 57 0 53-0 23 40 0 15 0 0 19 0 15 26 0 5E-40 gQ925i_ 4110 23U 1 5°FNPT 6 2ri 000_ 57 U 53A_ ao 0 15� 233 U_ 1 O D 20 _ 26 0 M. A: ;�SE_4aPiF==-�093Qj= 4/i0�'•-115•�_,..�:;>1:5�PT_,:_.-_ )} _ . 33 ��. 7 z y 76" AS 79 „ m REQD z 65" C r n Z n A ( I I CA Ln OVA rn II rn I 60.. 5° \ I N x ( { { m - 6-MICR IC 5 Ln D — 7 ( rn I; I ROFA 0.75 �� I { n { { Z m 1 L —_---_ � t —.—— F I II � 11 cn q I I Z �I /� �� N �f ° I z — - - __ w o 59" Ci m O v_ -� c -40 o � ? r rn J mom zAA z ° � -' rmgfm-xmowgz z K O AN n �z AZ f)r'naz Z�0 (7 ) coo 5z o --0 U) n° =5:E -4 o mA. Kra (� to x m > SO DO + r w O 0 c: D� ZZ co D N� ���? Ga0� tT N N m m u)--I �(1(n pa N W tND m r mO_0OV;9 x z �o Z � rr rr > �° b m S O r m D ��� D D cn c Z Z Z c� m O (}l D ..^.. v -i z my m o 0 in p o my C O � Z m v J m m o A Z >m � v in W700/700/900-P 810 DRAWN BY: WCP SCALE: 1/4"=1'-O' PRE-POUR: IT! 750 GPD NIENERSIRGRETE REY. O m DATE; 00/00/00 DATE: POST-POUR: SEPTIC MANUAL W3716 US HWY 10 MAIDEN ROCK, WI 54750 0 800-325-8456 nLE: W7w/=/WB-PWNCB MT 7% Inspection/Pump out Ports o plumbing and NOT Airline piping to FAST®may not exceed 100 FT[30mj I�an9cet sh and Sea rates 3 5 ventklg must use trove a mawmum of a ebows In the piping sysi For [8f MiN water tight gaskets greater ahem 100 FT[30m)consult factoy Bower must be located Ven see notes 3-5 above flood levels on a concrete boss 26'X 20"X 2[65 X 50 X Scml see note 2 Pipe damp see note 9 2. Vent to desired location and cover aperong with a vent grate with at least 7 sq in.[45 sq.cm)open surface area.Secure%% stdnieSS steel ttl a"[lOj FAST® screws.vent p$ling must not allow condensate build up or create effluent W back pressure-Vent must be above tinshed grade or higher(see see note 7 sheet 4 of 4). 3. Ali appurtenonces to FASTO(e.g.tanks.access pmts,electrical.etc.) eelP'^9 - must conform to ON oppicable country.state.province,and local tubing and electrcal codes.Pump out access shag be adequate Cpl "' 16 3/8"MIN see note 11 thoroughly man out both zones- ' [41.6 MIN) 4- AN Inspection.viewing and pump out pmts must be secured to ($z� prevent accidental or unauthorized access 10.'2 pi others Blower control 5. Tank,Ang•conduit,etc.ore provided by �' system by BIO.Microbics.Inc.See Instagotion Manual 151/&" [W ; 6. If less than the specified minimums are considered necessary,consult 34 7/8_+0.3] 41 114"MIN factory for guidance [118b±0 3] [ 104.8 MM) 7. Ag piping and ancillary equipment Installed after FAST must not impede or restrict free flow of effluent. Influent [6f MIPI) 8. The tank(s)shoo be designed to prevent air passage between the was* settling Zone/tank and the treatment zone and preventing On air lock- see note$ Examples include o baffle wag sealed to the id ar Ueatment zone inlet one with a Pipe cap-COMA factory for guidance. connection between zones 6 3/6'MIN [162 MM I 9- The air Supply one into the FAST®u unit must be seaward to prevent see nose 6&12 vibration ilnduced damage.The air Suppy one should be secured with Treatment Zone a noncorrosive damp every T min(60 cmj-See alternate air supply SetMng Zone option on sheet 4 of 4- 375 Galion MIN 11700L MIN] 625 Galion MIN[2400L MIN) features to be 70.Specialized treatment levels may require specific incorporated into the design.Consult factory for guidance. r------------- x xx u 29 314"±1/7' 1 11.Min.height mmaayy be reduced.consult factor and reference ow 43 i i 211/Ttl/2 [75.6±131 x Profile Module P+ocedure pdP u [109 2) [54.631.3) ; 12.Refer to sheet 4 of 4 for leg exter dolls requirements.L-I 1 i `� _ x 441/4'MIN L - / [112.4 MIN) x - 1 DO NOT SCALE k £ i 59 1/2"tl/2' UNLESS x 1 x [151.131.3) r DIME-NSiONS L------.------ _ _ REENIN CHESj -- -INC♦)l�NNNiEN qJ 12 MIN TOLERANCES Opening for FAST® M] t 0.02 NM MIaoFAST OJS FAST Unit module to sit in tank 671/2"MIN (30,5 M [t ODS CM/CMj [1715 MIN) WEIGM S¢r Onw7.cr AS SNgT _ N PART OR AS A A MuooFASitg 0.75 with feet 2 OF 4 CrE IVWA" THE g1F0RtaAipNCOMANFDNTN6DRAWNGti THE SOLE PROPERTY OFHIDM ICROBCSNC.ANY pr 9AtY1Na gEV6®9/xYAi1 vFV.NW7-0 WHOIEwiTHOU THEWRIGL EMCF OF100uOOBO AttESUHP�T�TODESxiNAN ORMATEML NGEWHNOWNOTICEE B1p-MICROBICS®201 Ix+AwN WC 5 Inspection/ 3"[8]0 MIN NOTES Pump out vent pipe 1. Airline piping to FAST®may not exceed 100 FT[30m]total see note 2 length and have a maximum of 4 elbows in the piping system. notes 3-5 For distances greater than 100 FT[30m]consult factory-Blower 6"[1510 must be located above flood levels on a concrete base 26'X Inspection 20'X 2"165 X 50 X 5cm)min. I sit .joints must ort/Vent be watertight 2- Vent to desired location and cover opening with a vent rate see notes 3-5 with at least 7 sq in.[45 sq.cm]open surface area.Secure with 4"[10)0 FASTS stainless steel screws.Vent piping must not allow,condensate 7[510 MIN ffiuent pipe build up or create back pressure.Vent must be above finished Blower Piping see note 7 grade or higher(see sheet 4 of 4). see note 1 3. AR appurtenances to FASTS(e.g.tanks,access ports, 6 electrical,etc.)must conform to all applicable country,state, 0,r. 151/ '`t l/8" province,and local plumbing and electrical codes_Pump out 102 752 (38 .31 access shall be adequate to thoroughly clean out both zones. 4. AR inspection.viewing and pump out ports must be secured to 15 8"MIN prevent accidental or unauthorized access. 138 MIN). 5. Tank,piping,conduit,etc are provided by others.Blower • control system by Bfo-Microbics,Inc.See Installation Manual. 41 1/4"MIN 6. If less than the [104.6 MIN] specified minimums are considered necessary, 24 MIN consult factory for guidance. t1n fluent-=" [60B MIN os te ] 7. AU piping and ancillary equipment installed after FAST must SeeNbte 8 not impede or restrict free flow of effluent. 8. The tank(s)shall be designed to prevent air passage between 6 3/8"MIN the setting zone/tank and the treatment zone and preventing onnection between zones 16 MIN an air lock.Examples include a baffle wait sealed to the Rd or ] treatment zone inlet fine with a pipe cap-Consult factory for See Note 6 guidance. Settling Zone Treatment Zone 9. Installations using a FASTS system Rd are capable of 375 Gallon MIN[1700L MIN] 625 Gallon MIN[2400L MIN] withstanding AASHTO H-10 equivalent loads.Any installation in which a FAST rid is buried deeper than 3 feet,or where 67 7(2 Mint additional loading conditions may occur,a professional engineer should be consulted.FASTS with feet option should 171.5 MINI be considered_Refer to Installation Manual for more details. r --------------- -rte--- p may require specific features to °--------� 10.Specialized treatment levels m i l 60"MIN be incorporated into the design.Consult factory for guidance. � I I I [152 MIN] I � 1 � 44 1/4"MIN [94r [112.4 MIN] DO NOT SCALE 54" [ ' [1372] UNLESS NOTED i DIMENSIONS 3"MIN L ARE IN INCHESr r,, }r c•r a 1 T E "- L--------------------1J-- -------=---------=----- -- 7.6 MINI [CERANCES ) barder for sealing ±0.021N/IN Opernng For FASTS and securing the (*-0.05 CM/CMJ MicrOFAST 0.75 FAST Unit module to sit on tank Rd and liner to tank WElanr m s ovnwwcr.uwr$ THE INFORMATION CONTAINED IN THIS DRAWING 6 THE SOLE PROPERTY OF Bb#AICROBICS INC.ANY REPRODUCTION IN PART OP,AS A �� DATE A MfcroFASTt9 0.75 with Rd SHEET WHOLE WITHOUT THE WR(REN PERMISSION OF BIO-MICROBICS INC.ti PROHBIRED.DESIGN AND INVENTION RIGHTS ARE RFSEftVED.in THE gl0-MICROBICS 0 2013 DRAWN ��ILI&Imb 1 OF 4 44TEREST OFT ECHt7OLOGCAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND 04 MATEPIAL CHANGE W11HOU1 NOTICE. Hi p Pr 9/78r1013 R V6®9/18 511] I REV.Rtw7-o Continued- Tank Pumping Procedure:As Required by Measurement of Sludge Depth 1. Open the access ports/cover(s) and insert the hose. Be sure to pump out both settling and treatment chambers of the system. 2. Once the unit has been pumped out,immediately refill the tank with clean water to reduce the risk of the tank floating and to minimize the impact on treatment.Close the access ports/cover(s)making sure it is watertight. 3. Properly dispose of the solids in compliance with local and state regulations. SEASONAL/INTERMITTENT USE PROPERTIES FAST wastewater treatment system will function normally during short periods of inactivity,even if there is no wastewater flowing to the system.The power to the system should be left on during this time. Typical examples of extended periods of intermittent use and suggested operational procedures: • Summer use property(shut down all winter) - blower should be turned off at end of summer and restarted upon return. • Weekend property (used at least once every three weekends) - maintain normal operation or utilize FAST's SFR blower timer feature on control panel. Consult your service provider and local regulations prior to any system changes. Check with local regulations before attempting: If property is seldom used and blower is shut down completely for an extended period of time(i.e. summer use only),we suggest to arrange through your local service provider restarting the blower a week or two prior to returning to the property. Only authorized service personnel should service a septic system and its components.Deadly hazards such as lethal gases and high voltage electricity are associated with the system. VF!q1WIM introdudng harmful or damaging substances into the FAST system may void the wartanty. LIMITED WARRANTY Bio-Microbics,Inc.warrants every new residential FAST system against defects in materials and workmanship for a period of two years after installation or three years from date of shipment,subject to the following terms and conditions,(Commercial FAST system for a period of one year after installation or eighteen months from date of shipment,whichever occurs first,subject to the following terms and conditions): During the warranty period,if any part is defective or fails to perform as specified when operating at design conditions,and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics,Inc.,Bio- Microbics,Inc.will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio- Microbics,Inc.'s factory postage paid,if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranty and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse,aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring,plumbing,drainage,septic tank or disposal system. Bio-Microbics,Inc.reserves the right to revise,change or modify the construction and/or design of the FAST system,or any component part or parts thereof,without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics, Inc.is not responsible for consequential or incidental damages of any nature resulting from such things as,but not limited to,defect in design, material,or workmanship,or delays in delivery,replacements or repairs. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS,INC.,ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. EXTENDED SERVICE AFTER THE FIRST TWO YEARS An Extended Service Policy is available and may be purchased through your local Bio-Microbics distributor.The extended service policy should provide the same service checks as the initial NSF service policy,sludge accumulation levels in the septic and FAST tanks,and perform any additional service required by local regulation.Extended service on NSF certified systems should be performed twice per year. �G. oC Il SYSTEM COMPONENTS The FAST"wastewater treatment system typically includes the following components: A.Blower&Housing � 0 tarst B.Control Panel +O r'�" s" m A ' C.Air Piping E D D.Vent(s)and Observation Port C I E.Access • H' F.FAST Unit p G. Tank ;, Prima tone Second Zone `° H.Outlet to Drain G field *PLEASE NOTE.Adequate pump out must be provided for primary and secondary zones. There may be ancillary equipment associated with your system: pump(s)(before and/or after the FAST®unit),a distribution box,a disinfection system,an irrigation system,a remote alarm,or auto dialer,etc. DO NOT ENTER THE SEPTIC TANK. Hazards exist in aseptic system.All precautions must be followed when inspecting the system. EX= Keep tank openings covered atoll times. Failure to do so could result in severe sickness or death. Lethal gases,high voltage electricity, and other deadly hazards can be associated with the system.DO NOT use an open flame or cause a spark near a septic tank's access points.Gases emanating from septic tanks can explode if ignited or deadly if inholed. Only authorized,qualified service personnel should service a septic system;open access ports and/or open covers to a septic tank. 1 infectious organisms exist in aseptic tank.If any contact with wastewater occurs,immediately wash and disinfect all exposed areas and contact personal physician. MAINTENANCE & SERVICE Only qualified service staff should open access ports and/or coven. Infectious organisms exist in a septic tank. If any contact with wastewater,immediately wash and disinfect all exposed areas and contact personal physician.Failure to do so could result in severe sickness or death. t Avoid pumping down a tank after periods of heavy rain or when the groundwater is likely to be above the bottom of the concrete tank.Emptying the tank under these conditions could cause the tank to float up and become dislodged. As the FAST system processes the raw domestic waste (producing sludge and sloughed-off bacteria), the dead bacteria and non-biodegradable waste settle and accumulate in the bottom of the septic tank for periodic removal. The periodic removal time interval will change depending on the size of the system and varying load conditions. Tank Pumping Procedure: As Required by Measurement of Sludge Depth To determine the sludge depth accurately, open up the access ports/cover(s) to the primary zone (settling compartment), insert a sludge-measuring instrument,and take samples. If sludge is 18" (inches) deep or takes up 75% of the area below the port connecting settling compartment to secondary zone (which contains the FAST system),have the tank pumped out. All stricter,applicable regulations supersede these operational directions. Also, check the sludge depth of the secondary zone. Open the access ports/cover(s) to the secondary zone and measure sludge depth. If sludge depth in the secondary zone is greater than 14" (inches),it is necessary to pump the bio-solids out. jFI1L0j_,j1jdL0jZ Always pump out both zones of the system even if only one zone may require it. disinfectants,pesticides,antibiotics,solvents,etc.,should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week.Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. INSPECTIONS&MAINTENANCE: Inspection shall be made by an individual carrying one of the following licenses or certifications:Master Plumber,Master Plumber Restricted Sewer,POWTS Maintainer or Septage Servicing Operator(per the attached Maintenance Schedule). Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks,measure the volume of combined sludge and scum and check for any backup or ponding of effluent to the ground surface and test all electrical equipment such as pumps and alarms.Any defects shall be promptly corrected.Exposed openings greater than 8 inches in diameter shall be secured with effective locking devices to prevent accidental or unauthorized entry the tanks. When the combination of sludge and scum in any tank exceeds one-third(1/3)or more of the tank volume,the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NRI 13,Wisconsin Administrative Code. The outlet filter(s)shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Solids washed from the filter shall be retained in the tank.Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Alarms should be tested on a regular basis by the home owner.If an alarm sounds,contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions,however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. ABANDONMENT:When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch.SPS 383.33,Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping,all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,gravel or other inert solid material. CONTINGENCY PLAN:If the POWTS fails and cannot be repaired the following measures have been,or must be taken,to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure,lot lines and wells.Failure to protect the replacement area render it unusable. Replacement systems must comply with the rules in effect at the time of replacement. ❑ A suitable replacement area is not available due to setback and/or soil limitations.Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area.Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. �f Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative since.Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC,PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN.DO NOT ENTER SE F A PERSON FROM THE TREATMENT OR OF A TANK MAY E DIFFICULT R CIRCUMSTANCES. DEATH MAY RESULT.RESCUE IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name K6ar oK .?.? [!Phone ame Phone S L.?— y�ss SEPTAGE SERVICING OPERATOR um er — ,J,r.�aar.J LOCAL REGULATORY AUTHORITY o Name Agency -<T, C,40/1C Z1linrt off/4E Phone Phone /� Page%of�( POWTS OWNER'S MANUAL AND MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS Owner �,q £S Ec 5,64.c Y Septic Tank Capacity ]00 gal ❑NA Permit# Septic Tank Manufacturer eowc. ❑NA DESIGN PARAMETERS Effluent Filter Manufacturer 46'"040 ❑NA Number of Bedrooms(100 d/bedroom) ,2 Effluent Filter Model F7-o 8.0-/4,6 ❑NA Number of Commercial Units _ Pump Tank Capacity op gal ❑NA Estimated flow(average) ,0 al/day Pump Tank Manufacturer Ahr Sda Lo.JC. ❑NA Design flow(DWF),estimated x 1.5 Pump Manufacturer xsl,�7 SL&-GTA/c ❑NA jw gal/day Pump Model Soil Application Rate lo al/day ft �-yo ❑NA Pretreatment Unit ❑NA Influent/Effluent Quality(NA❑) Monthly Average ❑ Sand/Gravel Filter ❑ Peat Filter Fats. Oil&Grease(FOG) < 30 mg/L Z Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand(BOD,) <220 mg/L ❑ Disinfection ❑ Other:�yc,�,,r4sr Total Suspended Solids(TSS) Manufacturer: Oiol-116 aoaE5 Model:o.7j- ocr G/,rir _< 150 mg/L Soil Absorption Component Pretreated Effluent Quality C3 Monthly Average ❑ In-ground(gravity) ❑ In-ground(pressurized) Biochemical Oxygen Demand(BODD < 30 mg/L ❑ At-grade CW Mound Total Suspended Solids(TSS) < 30 mg/L ❑ Drip-line ❑ Other: Fecal Coliform(geometric mean) <10 cfu/100ml ❑ Dispersal Units-Manufacturer Maximum Effluent Particle Size 1/8 inch diameter El Aggregate Cell(s) Model Calculations: Soil Dispersal (EISA)or DWF_Application rate=Area Required_(Aggregate Trench Width)_#Units or Total Length of Aggregate Trench(s) 300 /0 /.O = 00 S = 70 _1.O — /SO DESIGN CRITERIA 6VSr1a.7s ol.,ir • "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems"Publication 9.6(SSWMP Manual) • "ICC Flowtech Mound Component Manual"Version 1.2 ❑ "EzFlow Mound Component Manual"Version 8/20/2007 ❑ SBD- 10854-P(R 1/12)"At-Grade Component Manual Using Pressure Distribution"Version 2.0 ❑ SBD- 10705-P(N.01 101)"In Ground Soil Absorption Component Manual"Version 2.0 XSBD- 10691 P(N.01/01)"Mound Component Manual"Version 2.0 ❑ SBD- 10657-P(R.6/99)"Drip-line Effluent Disposal Component Manual" 0 SBD- 10706-P(N.01/01)"Pressure Distribution Component Manual"Version 2.0 ❑ Other- MAINTENANCE MONITORING SCHEDULE-MAINTENANCE AND MANAGEMENT Service Event Service Frequency Pump/inspect tank(s),inspect dispersal cell(s),clean filter At least once eve ® 13 months CK 3 years ❑ Other- Inspect pump&pump controls, alarm,pretreatment unit I At least once every: ❑ months 0 3 years ❑ NA Flush and pressure test laterals At least once every: ❑ months 9 3 years ❑ NA START UP AND OPERATION: For new construction,prior to use of the POWTS check treatment tank(s)for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s).If high concentrations are detected have the contents of the tank(s)removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS.The installation of water-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume.Also the brine or waste from water softeners, iron removal units,other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible.Note:this does not include laundry waste,showers,dishwater,etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils,vegetable/fruit peels and seeds,bones,and food solids such as those produced by a garbage disposal should be minimized.Toilet tissue is the only paper that should be discharged into the system.Other non-biodegradable items such as baby wipes,tampons,sanitary napkins condoms,cigarette butts,dental floss,and cotton swabs should not enter the system.Chemicals such as petroleum products,paint, Page L of // disinfectants,pesticides,antibiotics,solvents,etc.,should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week.Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. INSPECTIONS&MAINTENANCE:Inspection shall be made by an individual carrying one of the following licenses or certifications:Master Plumber,Master Plumber Restricted Sewer,POWTS Maintainer or Septage Servicing Operator(per the attached Maintenance Schedule). Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks,measure the volume of combined sludge and scum and check for any backup or ponding of effluent to the ground surface and.test all electrical equipment such as pumps and alarms.Any defects shall be promptly corrected.Exposed openings greater than 8 inches in.diameter shall be secured with effective locking devices to prevent accidental or unauthorized entry the tanks. When the combination of sludge and scum in any tank exceeds one-third(1/3)or more of the tank volume,the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NRl 13,Wisconsin Administrative Code. The outlet filter(s)shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Solids washed from the filter shall be retained in the tank Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Alarms should be tested on a regular basis by the home owner.If an alarm sounds,contact an individual Iicensed to service POWTS, There is normally a I day reserve under regular operating conditions,however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. ABANDONMENT: When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch.SPS 383.33,Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping,all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,gravel or other inert solid material. CONTINGENCY PLAN:If the POWTS fails and cannot be repaired the following measures have been,or must be taken,to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure,lot lines and wells.Failure to protect the replacement area render it unusable. Replacement systems must comply with the rules in effect at the time of replacement. ❑ A suitable replacement area is not available due to setback and/or soil limitations.Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area.Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area.If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. �f Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative su ace.Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC,PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN.DO NOT ENTER A SEPTIC,PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT.RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name /<S.vt oK /jP-.Z1 y/99 Name r c rE *ie La.ysiao Phone S L-?- 1 1 Phone 71S 94.2 - /S3r SEPTAGE SERVICING OPERATOR(Pum er)—AolV,t'.vo w.) LOCAL REGULATORY AUTHORITY Name EAgency T. eA,*IX Of0144- Phone Phone 7/j- 680 Page/ds.of�/ Effluent filters improve the performance of new or existing gravity septic systems and extend drainfield life by reducing the amount of solids discharged to the drainfieid. FI=Series Biotube effluent filters are used in new or existing tanks. Filters include a 4-in. Biotube filter cartridge, PVC housing, and extendable PVC handle. • Biotube filters have a higher flow area than other effluent filters on the market,so they don't have to be cleaned as often. • Sturdy tubular design resists crushing and warping, making installation and removal easy. • Both 1/8-in.and 1/16-in,filtration are available to conform to G local regulations. ® Optional float bracket allows attachment of float stem for tank level alarm floats. • Optional flow modulation plate restricts flow from tank to prevent i T solids from washing out to the drainfield when a large volume Of water enters the tank. f ® Models to fit Type 3034 or Schedule 40 outlet pipe are E available. l 'a I See"Selecting a Biotube Effluent Titer" on page 12 to choose the right filter for the system's flow rate. 4 10 Leo 1;oo=:.s I; tee:} Orenco also manufactures commercial-size Biotube filters with F-SO444-36 I 4-in.diameter,Schedule 40 8-, 12-, and 15-in. diameters for design flows up to 8,000 gpd. FlWO444-36 4-in.diameter,ASTM 3034 Contact Orenco for details. The base inlet lifter is a short 8-in. diameter effluent filter for use in - residential applications where extended time between cleanings is needed. • MF1 A-Y 5F fL float elbow allows a float to be attached to the base inlet filter to activate a high-level alarm.Can be used instead of the float bracket on new filters, or can be retrofitted in the field to existing filters_ SiIAMr ARD MODELS FT0822-14B 8-in.diameter,bottom inlet 1 FI0822-14B-FSO 8-in.diameter,bottom inlet,includes overflow plate os r— t s a 2 8 2 4 5 4 1 8 i Document Number Document Title Tx:4200803 999046 03 St. CPOIX County BETH PABST AEROBIC TREATMENT UNIT /ATU REGISTER OF DEEDS l � ST. CROIX CO., WI SERVICING AGREEMENT RECEIVED FOR RECORD 07/23/2014 10:31 AM State Plan Transaction Number-2398 3 c 3 EXEMPT #: REC FEE: 30.00 — PAGES: 1 Name—(Owner)Typed or printed Being duly sworn,states,under oath,that: 1. He/she is the owner/part owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume, Page, Document Number 982 yo/, dated 7 !3 , St. Croix County Register of Deeds Office: Recording Area A parcel of land located in the J*/*fthelf 1/4 of Section 21, T 2.9 NAME AND RETURN ADDRESS N—R�W, Town of S St. Croix County, �f+MB� E�sa��y Wisconsin, being duly desc ibe as follows (include lot no. and 8Yo srorc Hwy r�� subdivision/CSM or detailed legal description): Cr�s..+r.eov ecr-t ✓c S of '12t. /l)l oC—, 4.4. 031-/&Y - - co Agreement Date- W i Q 4 Parcel Identification Number(PIN) 1436 o 9-SE 2a As an inducement to the county to issue a sanitary permit for a POWTS equipped with an Aerobic Treatment Unit on the above-described property, we agree to do the following: 1. Owner agrees to conform to all applicable requirements of SPS 383, Wis. Adm. Code relating to Aerobic Treatment Units (ATU) and the maintenance requirements for the proposed POWTS(Private Onsite Wastewater Treatment System)technology. If the owner fails to have the POWTS and ATU properly serviced in response to orders issued by the governmental unit or the Department of Commerce to prevent or abate a human health hazard as described in s. 254.59, Slats.,the governmental unit(Town) may enter upon the property and service the tank or cause to have the tank to be serviced and charge the owner by placing the charges on the tax bill as a special assessment for current services rendered. The charges will be assessed as prescribed by s.66.0703,Slats. 2. The owner agrees to maintain a contract with a licensed POWTS maintainer for the life of the system. The POWTS maintainer will perform periodic inspections and maintenance as required by the manufacturer and the Department,including,but not limited to:the blower,electrical controls, and treatment unit operation and sludge depth. These inspections are to be scheduled every 6 months for the first two years of operation and yearly thereafter. 3. The owner agrees to contact the POWTS maintainer immediately upon any malfunction of the treatment unit and to maintain the unit so as to not create a human health hazard as described in s.254.59,Stats. 4. The owner recognizes that the county, Department of Commerce, or POWTS maintainer may make periodic inspections of the components to complete performance monitoring of the unit. 5. The owner or the owner's agent agrees to report to the department or designated agent at the completion of each inspection,maintenance or servicing event in a manner specified by the department or designated agent within 10 business days from the date of inspection, maintenance or servicing. 6. This agreement will remain in effect only until the county office responsible for the regulation of POWTS certifies that the aerobic treatment unit no longer serves the property. In addition,this agreement may be cancelled by executing and recording said certification with reference to this agreement in such manner which will permit the existence of the certification to be determined by reference to the property. 7. This agreement shall be binding upon the owner,the heirs of the owner,and assignees of the owner. The owner shall submit this agreement to the Register of Deeds,and the agreement shall f t Nd in manner that will permit the existence of the agreement to be determined T by reference to the property where the Aerobic �` Ii dls� stalled. Owner(s)Name(s)-Please Print ? ZAR Y StQlscribed and sworn to before me on this date: �QJ �� / ,Tarn 6S Notarized O War's Signatures) �ry P bl' `� �—�' ����;,�F O F W�`� •�`` G ve men�t9I Unit Official Name,Title-Plea a Print My Commission Expires roGovernm al Unit Official nature Drafted by: 9� Per net info ation you provide may be used for secondary purp ses[Privacy Law s. 1 .04(f)(m)] "THIS PAGE IS PART OF THIS LEGAL DOCUMENT—DO NOT REMOVE" This information must be completed by submitter document title.name&return address.and PIN(if required). Other information such as the granting clauses,legal description,etc.may be placed on this first page of the document or may be placed on additional pages of the i d3ammimo®bt � 4$616govtaoAdge adds one page to your document and$2.00 to the recording fee. Wisconsin Statutes, 59.43. H&H PWMBING, LLC 200 Bremer Avenue,Suite D PO Box 10 Colfax,Wl 54730 Ph.(715)962-4155 Fax(715)962-4156 Email:handhp!urnbiriQ,colfaxviitaqmaii.com July 29,2014 TO: Ryan Yarrington—St. Croix County Zoning FROM: Kent(Sid)Hoke, MP9224199 RE: Jim Elsbury- 840 State Hwy 1.28,Glenwood City WI 54013 Ryan, Please accept this letter as a Contract Agreement for H&H Plumbing,LLC to provide inspections every Six(6)months,from date of installation,for Two(2)years on.the new Fast Unit installed at the above mentioned property. Any questions, feel free to contact me at 71.5- 556-7621. Sincerely, Kent Hoke Owner/Partner Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 563889 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Elsbu , James Springfield, Town of 034-1048-50-000 CST BM Elev: Insp. BM Elev: 11 Uj B cription: Section/Town/Range/Map No: t00 21.29.15.333A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic - Benchmark e-~,~•`. 1 700 760 t~ Dosing ~ ~ DQ Alt. BM b Aeration Bldg. Sewer Holding St/Ht Inlet , St/Ht Outlet TANK SETBACK INFORMATION \ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Tot. System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number i TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Fal Yes 0 No ®Yes tf~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 840 Hwy 128 Glenwood City, WI 54013 (NE 1/4 SE 1/4 2(1 T29N R15W) metes & bounds Lot Parcel No: 21.29.15.333A 1.) Alt BM Description = L ~~n A 4 y 2.) Bldg sewer length = t f 7 ~Pzvc~' / ) - amount of cover = `/v d A7 CJ CIL Plan revision Required? 0 Yes 0 No Use other side for additional information. 30 SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. County Industry Services Division Cm vy-, 0 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) S P h P.O. Box 7162 S Madison, WI 53707-7162 313 State Transaction Number Sanitary Per Application /JA . In accordance with SPS 383.21(2), Wis. Adm o u ion of this form to the appropriatv mmental unit is required prior to obtaining a sanitary i of ication forms for state-owned POWT,/►ybmitted to Project Address (if different than mailing address) the Department of Safety and Professi Pers information you provide may be usedl dary ~ / purposes in accordance with the PAW v s. 15 (m), Slats. 1. Application Information - se t All Inf si ' n Property Owner's Naame~ C Its t 1 1 Parcel # 4- A54,73 - O Property Owner's Mailing Address -4, p"Al Property Location _j j 2 Govt. Lot City, State Zip Code Phor~eN :um ber _ y<, Section I CL4 C) 13 Ircle one) V~ %1 J q - - T 9 N; E or 6) R -L If. Type of Building (check all that pply Lot # K I or 2 Family Dwelling - Number of Bedroo s Subdivision Name ock # /n ❑ Public/Commercial - Describe Use ❑ City of CSM Number El Village of ❑ State Owned -Describe Use own of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS System/Component/Device: (Check all that apply) ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil KOolding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treat ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation VI. Tank Info Capacity in Total -#T-of Manufacturer Gallons Gallons Units t j !tl U New Tanks Existing Tanks o a, U V) v, Lt C7 a. Septic or Holding Tank Dosing Chamber t)~ ~ ~ ~iV(~$~fL VII. Responsibility St/atement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's ame (Print) Plumbe r's Signa MP/MPRS Number Business Phone Number 704 Plumber's Address (Street, City, State, Zip Code) p© l5o~c / o C z~ 4:/°; w z S y ~3 Z~ VIII. Coun /De artment Use Onl proved isappro Permit Fee Date I sued Issuing Age ignature ❑ Owner Iven Reason for Dema IX. onditions of Approval/Reasons for Disapproval of ~-ta t- E ~iw,; f a• o NNA J sy t5d-e For ,A+L) ewil 4 ` J C` 1~,~ ,nn,b a~~ lam. wr` U Attach to tImplete plans for the system a dmit to th County only paper not 1 s than x I t inches in size old 6 5 ~ wcs,-- a JC~~ 3 SBD-6398 (R0313) O7 c'- h W J J 4J QQ w w z ost IsvJoW 010 a-aos/ooLloou~ 31U 95 b8-5Z~-008 Z \ anod-tsod Va 00/00/00 31V0 OsL49 IM .>008 N30IVW OI AMH Sn 9IL£M l`dnMdW OIld3S w o n38 313/11/1 13131M OdJ 05L = \ anod-38d ,o-,~=oti TIVOS d3M *Ae NMVaa 018 d-006/00L/OOLM k rw ~ a v r -J z H Q W w ^ _ J U co 0 F ^ (L w v=i a ° w°~ d 0 O U U o v m v a ~m to toO cn o ^ zzz i:) m oa ZCC m a W U F\\ Q F- p o z LLJ O F-- ° o w a a a a cn o< zo H O J m O Q a o 0 o v~ L;j - U 3 o a f- d o g ® U ° c0 OiAO m Q Q N N d p ° Y a d F- LL W W m w m cV C- ui ZQ a s OD z I Q U C,42 ~+JWJO JWQ WZZ 00 -J 0W 0O U ) ° f"N ~U p~~>Zoz o°oo Zs ZW a ° ~5 WU <`t <a U o z N O Z z3°m -)MM ~mZI Y 1o p F t\ Q _w ar o coy u~i O F- n69 ih F z I w a Z SVO ~ Of ;n 0 > .99 do w SVO v N I .s1, do N U z > Sd0 .-Ir I a 9L•0 1Svi0 co L l9 do W SOI a0iN-0 E W X H L W N a - xv w £ O s co U co > d5 09 w SYO rm \ LO do o L9 w z J ~ d z rg9 a O 003H w w 6L SV „9L a . fn zY Q H HOLDING TANK SPECIFICATIONS 4 Number of bedrooms Non-residential estimated flow (gpd) 2000.0 Minimum holding tank volume required (gal) 2400.0 Proposed holding tank capacity (gal) Wieser Tank Manufacturer W 700/700/900 Tank model number 3 ^ Alarm manufacturer Complete alarm manufacturer's na Alarm model number Complete alarm model number. Tank Dimensions and Data Tank Anchor Calculations X for round tank 20095 Ibs Weight of tank and cover 65.0 Liquid depth below inlet invert (in) 1.10 Safety factor Maximum depth of soil cover (ft) 14486 Ibs Weight of anchor required 76.0 Height (in) Outside 19.0 in Soil cover req. for anchor or 145.0 Length (in) Dimensions 3.6 yd3 Concrete counterweight 79.0 Width (in) Only Required anchor depth exceeds maximum cover depth. HOLDING TANK CROSS SECTION manhole cover with locking device and finished vent cap junction warning label grade box ~ - _T4.. j in. 12" min. 23 in. conduit Manhole and vent locations vent pipe 18" min. tether weight 12.0 in. building sewer service " inlet blind plug alarm on Note: All tank joints, to seal and joints between tank outlet openings and piping are Electrical as per 53.0 in. sealed watertight. All NEC 300 pipe and vent materials and Comm 16 comply with Comm 84. 3 in. bedding under tank. Tank is anchored as necessary to negate buoyancy. Project: Transaction Number: 1234568 Page 2 of 4 SEPTIC or HOLDING TANK SERVICING CONTRACT Contract Date This contract is made between the Tank Owner(s) Name(s) and Pumps Name am- J'i4wt~S L.SaU 2 C ; 2 3°I We acknowledge the installation of (a) septic/holding tank(s) on the following property: n (Provide legal description): ~ Yco `g fQ~e few y G-lerl ce,~md e,~p~c7 (,y,~ S'Y d/3 I . The owner agrees to file a copy of this contract with the local governmental unit (St. Croix County Planning & Zoning Department) to document maintenance by a certified septage servicing operator as required in Comm 83.52(1)(c)2. Wis. Adm. Code and the approved Component Manual. 2. The owner agrees to have the septic/holding tank(s) serviced by the undersigned 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. 3. The pumper agrees to submit to the local governmental unit (St. Croix 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 naive 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 (if known); 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 the local governmental unit named above within ten (10) business days from the date of change to this service contract. Owner(s) Name(s) (Print) Owner's Signature(s) Subscribed and sworn to me on this date: L s d~J Today's Date Pumper's Name (Print) Pumper's Signature Notary lic Signature Pumper's Registration Number B mmission Expiration 11 O~~ 9383 , NOTARY (A PUBLIC 9 y~ 982401 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 07/17/2013 10:04 AM DOCUMeNT NO STATE BAR OF WISCONSIN FORM 6 EXEMPT # N/A SPECIAL WARRANTY DEED REC FEE: 30.00 TRANS FEE: 211.50 CitiMortgage,lnC, conveys and warrants to James Elsbury, Karen Bollinger, PAGES: 1 Unmarried, the following described real estate in ST CROIX County, State of Wisconsin: The above recording information The North half of the Northeast Quarter of the Southeast Quarter (N 112 of I verifies that this document has NE 1/4 of SE 1/4), Section 21, Township 29 North, Range 15 West, Town of been electronically recorded Springfield, St. Croix County, Wisconsin. Ji & returned to the submitter For Information Pulses Only 840 State Road 128 Glenwood, W1 54013 RETURN TO ' Jatnea' Elsbury I Karen Bollinger I $40 State Rd 128 Glenwood, WI 54013 Tax Parcel No.: 034I04850D00 This is not homestead property *Limited to Warranty: Grantor warrants the title to said property against the lawful claims of any and all parsons claiming or to claim the same or any part thereof by, through or under Grantor. Grantor warrants that title to the Property is good, indefeasibla in fee simple and free and clear of encumbrances arising by, through or under, except as stated above and except municipal and zoning ordinances and agreements entered under them, recorded easements for die distribution of utility and municipal services, recorded building and use restrictions and covcnants, and further except the 2013 real estate taxes. Dated this day of July, 2013 i CttiM;"c Charlotte HIM ational ces, a Dela ware Limited Liability Company, d/b/a First American Asset Closing Services, a California Corporation, its true and lawful attorney in fact. I I AUTHENTICATION , n A~~LEDGMENT i Signatures mithenticated this _ day of STATE OF COUNTY OF ss. TITLE: MEMBER STATE BAR OF WISCONSIN h//•~ (If not, P isona y came before me this J day o authorized by § 706.06, Wis. Stats.) the above named a _ tome known to be the person(s) who execute i g ment and acknowled e h _ me. THIS FN17RUMENT WAS DRAFTED BY James W . Ramseyer J I (Signatures may be authenticated or acknowledged. Both are not necessary'.) Notary Publ , fate of Commission expires: •tiames of persons signing in any capacity should be typed or printed Wow their signatures. File No.; 124669 ~~~JW y Auttabod ftrw of WOW LRY ALL Default REO30170 ar a Delowan► am UmitedUclbllltyC:omparWdba ic , State of Texas FM AmericanAluet Golllnq ission Expires SeMim (aFAAM'' , cs Attomey y 26, 2016 in fact and/or agot ST CRD~x cOUNTY 4 APLANNNG & ZONNG NOTICE OF VIOLATION July 28, 2009 TOM AND KARIN TOSTON 840 HWY 128 GLENWOOD CITY, WI 54013 Code Administration RE: Failing POWTS at 840 Hwy 128 715-386-4680 Town of Springfield - St. Croix County, WI Land Information Planning Computer # 034-1048-50-000 Parcel # 21.29.15.333A 715-386-4674 Dear Mr. and Mrs. Toston: Real Property 715-386-4677 As of our last conversation on April 22, 2008 it was discussed that your soil test and Recycling Interpretive Determination was completed by Mark Iverson. However as of today's 715-386-4675 date this paperwork has not been received by this office. Conversations with Mr. Iverson indicate this work has not yet been paid for. It has also come to the attention of this office that St. Croix County Court Case #08CV700 between you and the previous owners of the house was settled on October 23, 2008. Therefore you are required to complete the following: Required Action: A State Sanitary Permit must be obtained by your licensed plumber by September 1, 2009 from this office. The replacement system must then be installed by November 1, 2009. Failure to meet any of these dates will result in citations of not less than $10 per violation nor more than $1000 per violation each day the violation exists. Sincerely, Ryan Yarrington Zoning Technician Cc: file ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON. W1 54016 715-386-4686 FAX , I A .1 11 -1- 11 11 1 S CRO~X o A COUTqTy A PLA NNNG & ZO NNG MEMO DATE: 11/20/09 To: Lars Code Administration FROM: Ryan Yarrington; St. Croix County Zoning Tech 715-386-4680 Land Info rmatio n RE: Interpretive Determination ~ Planning 715-386-4674 Included is the Interpretive Determination Report/Soil Report completed by Mark Real Property Iverson for the Toston property. The next step is for the Toston's to choose a 715-386-4677 plumber. The plumber will then design a system based on the data from the soil test/interpretative report and submit that to the Wisconsin Department of Commerce Recycling for approval. Upon approval the plumber will then apply for a State Sanitary Permit 715-386-4675 from our St. Croix County Zoning Office ($625.00). The plumber may then proceed with construction of the new septic system. Time is of the essence to complete this project before soil conditions become too saturated or frozen; which will then prohibit construction forcinq the Toston's to deal with a failing septic system that freezes durinq the winter and also a health concern. 'II ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMIOHAEL ROAD, HUDSON. W1 54016 715-386-4686 FAx ~ o m O I a ~ I! O ~ I c n a~ ai CS) 0 H ~NZ.=~ U L Mt N ` Oi ONO U O N f0 3 rL `mot I 'O N > o n y 0 N 0 ~ O O O O O O O N ! p 7 ~ P N O L O L ° NZ U ° -Vl Of fq C co (p m C o s3 U Z v > C 0 tp a va 4) y L La LL o E~ c ~m_ m 3 - °L c a O >1 'O .y t 3 y O tnvQO aN o ! Z _Lo w E w a~i 0 o m a °v z w d in PC', w Z TO~s N C p O N N O Z af° =N u 'o w v a d Z a ° >Q > N H r o c .E Z c E o„ c CL E N c O "N N = °UNS • Q N O ! N O N E C O N U N U O Z Z Z N I ° O co c. y c O H d N tLn C G d L C :3 ~c E Imo- H H •~v r ~aaa a= a oo o O o m 3 N w U c 0 Z a~ a co o o - 0 o N E N ! I O O O [0 C a N = v Q Z U) ny a O N N D w O 3 N N C `o v v E ~ O M~ p N .c C U d ~ O V in M L G 'O N Cw d' ~ k I~ C N N C ~ N! ICI N C N ? 'OO 'OO 'C L M Q j O O H O O O U O N v> a O Z N Z Z U) O ~ P.1 v ~ r ~k Q~ N a Q V .C C C rr~~ E 7 `1 A ciao '0 U)u EGE~V~o ,MPRPRETIVE DETERMINATION REPORT voUNC F fkre MANN\NG &zo~\NG O Property Owner: " Tom & Karin Toston 840 State Hwy. 128 Glenwood City, WI 54013 Site Location: NE Y4 of the SE V4, Sec. 21, Town 29N, Range 15W Town of Springfield P.O.W.T.S. St. Croix County Conditionally AFFKOVED MARK W. DEPARTMENT OF COMMERCE Iva" DIVIS ON OF SAFETY AND BUILDINGS 197 Prepared by: HAW O"p. NNE EE CO ESPO NCE Iverson, PSS #197, CST #46672 c November 19, 2008 1:y ` ®On `~JS Date Evergreen Irrigation Inc. Mark Iverson, Professional Soil Scientist P.O. Box 155 Hammond, WI 54015 Phone: 715-796-5664 Fax: 715-796-5246 e-mail: evergreenetc@baidwin-telecom.net TABLE OF CONTENTS 1. Introduction 1 II. Project Information 1 III. Method 1 IV. Discussion of Results 2 A. Local Hydrology 2 B. Geomorphology 2 C. Soil Disturbance and Hydraulic Modifications 2 D. Landscape Position and Local Topography 3 E. Soil Series and Mapping Units 3 F. Wetland Inventory Map 4 G. Field Observations 5 H. Comparative Analysis 5 I. Government Reports and Comments 6 V. Conclusions and Recommendations 6 VI. References ...............................................................................................................7 TABLES Table 1 - Soil Series Characteristics Table 2 - Hydric Soil Classification FIGURES Figure 1 - USGS Topographic Map Figure 2 - Soil Map Figure 3 - Wetland Inventory Map APPENDICES Appendix A - Soil Evaluation Report I. INTRODUCTION On November 3, 2008 Mark Iverson, Professional Soil Scientist #197 and Certified Soil Tester #46672, completed an interpretive onsite soils evaluation. An interpretive evaluation is required because the site does not meet the requirements to install a new private on-site waste treatment system (POWTS) through completion of a conventional onsite soils evaluation (<A+4 inches of acceptable soil must be present). The onsite evaluation was completed through the observation of the soil profiles at five test pit locations. This report has been prepared to present the results of an interpretive onsite soils evaluation. The evaluation was completed at the request of the client, Tom & Karin Toston. The property is located on State Hwy, 128 3/8 mile north of 80`x' Ave. in the Township of Springfield, St. Croix County, Wisconsin. II. PROJECT INFORMATION The following is site-specific background information: Property Owner: Tom & Karin Toston 840 State Hwy. 128 Glenwood City, WI 54013 Site Location: NE 1/4 of the SE 1/4, Sec. 21, Town 29N, Range 15W Parcel ID # 034-1048-50-000 Town of Springfield St. Croix County Historic Land Use: Lawn Current Land Use: Lawn Vegetation: The vegetation within the tested area consists of miscellaneous grasses. There are no signs of stress within the tested area due to excess or insufficient moisture. Hydric vegetation was not observed within the project area. III. METHOD This interpretive evaluation and report was completed following the guidelines set forth in Comm 85.60(2) of the Wisconsin Administrative Code and in the summary provided by Leroy Jansky titled, "Preparing the Interpretive Determination Report" (March 13, 2002). IV. DISCUSSION OF RESULTS A. Local Hydrology 1. Surface Water Drainage Patterns - Minimal surface water drainage is received over the majority of the tested area (northern 90%). This is because the drainage ditch adjacent to Hwy 128 diverts the majority of the upgradient runoff water to the south around the tested area. The southern 10% (10-15 feet) of the tested area is likely to receive runoff during high volume precipitation events. The proposed system location is on the backslope. The slope within the proposed system area is approximately 4 to 6%. 2. Subsurface Water Drainage - The silt loam texture and lack of compaction within the surface horizon of the lawn offers good infiltration and lateral movement of precipitation received on site. Moderate compaction (platy structure) was observed in the second horizon of all borings. The platy structure limits the infiltration of surface water within the profile. During and immediately following frozen conditions and following heavy precipitation events, runoff will be much greater. 3. Artificial Drainage Devices - No artificial drainage devices were observed during the completion of the evaluation. 4. Contributing Drainage Area - The proposed system area is located on the backslope of the hill slope profile. The summit of the profile is located approximately 50 to 100 feet east of the proposed installation contour. There is contributing drainage area up slope of the tested area. A surface water diversion ditch will need to be constructed to limit the effects of potential surface water received from upslope. 5. Soil Saturation - Saturated soil was not observed in any of the test pits completed on site. 6. Surface Water Elevations - Surface water within the immediate vicinity of the site, if present, has been identified on Figure 1. B. Geomorphology 1. Parent Material - The parent material is loess over glacial outwash/till. 2. Landform Type - Ground moraines. C. Soil Disturbance and Hydraulic Modifications The proposed system location is in an existing lawn. No hydraulic modifications, such as drain tile or ditches, were observed at the time of the assessment. No additional surface water is received from impervious surfaces. 2 D. Landscape Position and Local Topography The regional topography is shown on figure 1. The ground surface elevation is approximately 1200 feet mean sea level (msl). The topography within the proposed system area is shown on the site map included in Appendix A. The proposed system elevation is 100.00 feet (site specific elevation). The shape of the slope within the proposed system area is linear (perpendicular to the contour) and linear (parallel to the contour). FIGURE 1- USGS TOPOGRAPHIC MAP t t Site . . ocntin~i,+' F -r f Test in" . , tIOU . r.r 80th Ave E. Soil Series and Mapping Units The Natural Resources Conservation Service Web Soil Survey maps the soils on the property as Auburndale silt loam (AuA), Freeon silt loam (FoC2), and Magnor silt loam (MaB). The location of each soil type is identified on Figure 2. The primary soil characteristics as described in the series descriptions are identified on the Table 1. TABLE 1- SOIL SERIES CHARACTERISTICS Texture Parent Material Permeabili soil A E or B Surface Subsurf. Surface Subsurf. Drainage Series Horizon Horizon Class Au SIL SIL/SL Silty Sed Sandy Till MS MS P Fo SIL L/SL Silty Sed. Till M MS MW Ma SIL SIL Loess Till* M MS to S SP 3 Abbreviations Permeability IM = Impermeable MS = Moderately Slow RA = Rapid VS = Very Slow M = Moderate VR = Very Rapid S = Slow MR = Moderately Rapid Drainage Class VP = Very Poorly W = Well P = Poorly SE = Somewhat Excessively SP = Somewhat Poorly E = Excessively MW = Moderately Well TABLE 2 - HYDRIC SOIL CLASSIFICATION NRCS - USDA Soil Series Component Inclusions USACOE Au Yes H dric Yes Fo No None No Ma No Adolph No USACOE = US Army Corps of Engineers FIGURE 2 - SOIL MAP i F. Wetland Inventory Map The Wisconsin Department of Natural Resources surface water viewer was reviewed to identify wetlands mapped on the property. The wetland inventory map is included as figure 3. Wetlands were mapped on the west side of the property however none were identified near the test location 4 FIGURE 3 - WETLAND INVENTROY MAP 128 G. Field Observations The soil present within the proposed system area is very similar to the description of the mapped soil unit Freen, identified on the Natural Resources Conservation Service Web Soil Survey. The A horizon extends 6 to 9 inches below surface within the proposed system area (Borings 1, 2, 3 and 4). Fine to moderate granular to blocky structure is dominant in the surface horizon (A). Moderate fine to medium platy structure is present below the surface horizon for one to six inches. Moderate blocky structure extends from directly below the second horizon to the end of the profile or to the massive clay, which ever is encountered first.. The soil profile descriptions were complete 30 to 35 inches below surface. Moderate compaction (platy structure) was seen in the second horizon of all test pits. The platy structure is common in many of the glacials soils in this region. Moderate granular and blocky structure structure in the A horizon (0 to 6-9 inches) will provide for infiltration and lateral movement of the effluent. The soil on site does not meet the hydric soil criteria. The lack of hydric soils indicates that the soil is likely not saturated for greater than 5% of the growing season (approximately 7 consecutive days). A dominance of hydrophytic vegetation was not observed within the proposed system area. The lack of these features does not preclude the possibility that the soil is saturated for a prolonged period of time prior to or on occasion during the growing season. H. Comparative Analysis Soil borings (B-1, B-2, and B-3) were completed within the proposed system area. Two additional borings were completed, one upslope (B-4) and one down slope (B-5) of the proposed system area. 5 The texture, structure, and depth to redox features of borings 4 were similar to that of the tested area. The down slope boring B-5 had higher clay content and redox feature were present at the surface. I. Government Reports and Comments No other government reports have been observed for this property. V. Conclusions and Recommendations Seasonal saturation appears to be limited to greater than 7 inches below surface within the proposed system area, the majority of the time. The lack of soil dominated by low chroma colors within the proposed system area indicates that the redoximorphic features observed are not due to a high water table or perching conditions. The cause of the redox features observed in the test pits is most likely attributed to short-term seasonal saturation due to slow permeability of the dense glacial subsoils. Reorientation of the platy structure observed by chisel plowing after placing 3 to 4 inches of ASTM-33 sand on the system area will aid the dispersion of effluent through the subsoil. The site is suitable for installation of a POWTS (mound system) for the following reasons: 1.) Redoximorphic features were not observed in the upper 7 inches of soil within the proposed system area. 2.) Neither hydric soils nor a dominance of hydrophytic vegetation are present within the proposed system area. 3.) Topographic features that concentrate flow toward the south end of the proposed system can be modified so that surface water flow is directed away from the proposed system area. 4.) The slope at the proposed system location is 4 to 6%. The slope is uniform with no dips or valleys at the proposed system location. 5.) The lack of soil dominated by low chroma colors indicates that the redoximorphic features observed at depth are due to temporary seasonal saturation and not from a permanently high water table or perching condition. The following recommendations should be considered during installation of the proposed system: 1. The system should be installed on the 100.0' contour to stay within the tested area. 2. Sand fill shall consist of 2.5' of material meeting ASTM C-33 specifications. 3. To break up the platy structure tillage must be completed with a chisel plow to a minimum depth of 14 inches below native ground surface during dry conditions after placing 3 to 4 inches ASTM C-33 soil over the infiltration surface. 4. The basal loading rate shall not exceed 0.2 GPDAI. 6 5. The system shall be designed to have a linear loading rate of 4.5 GPD/ft or less. 6. The system will follow the contour (100.0') and be nearly linear. 7. The area upslope of the mound near B-3 must be altered to limit the influence of surface water received from upslope. The final approval of this site must be made by the Wisconsin Department of Commerce and the St. Croix County Zoning Department. This report represents the observations and professional opinion of Mark Iverson, Professional Soil Scientist (#197) and Certified Soil Tester (#46672). VI. REFERENCES 1.) Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at http://websoilsurvey.nres.usda.gov/ accessed [12/18/07]. 2.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.) US Department of Agriculture, Natural Resources Conservation Service. 1996. Field Indicators of Hydric Soils in the United States. G. W Hurt, Whited, P.M., and Pringle, R.F. (eds,). USDA, NRCS, Fort Worth, TX. 4.) Schoenberger, P.J., Wysocki, D.A., Benham, E.C., and Broderson, W.D. (editors), 2002. Field book for describing and sampling soils, Version 2.0. Natural Resources Conservation Service, National Soil Survey Center, Lincoln, NE. 5.) United States. Us Geological Survey. Topographical downloaded from http://terraserver.microsoft.com/ 6.) St. Croix County. St. Croix County Land Information System. http://72.21.230.178/website/pasystem/gisportal.htm 7.) United States. United States Department of Agriculture - Natural Resources Conservation Service. Hydric Soil List for St. Croix County, Wisconsin. ftp://ftp-fc.sc.egov.usda.gov/WI/Soil/hyd/hydIO9.htm 8.) United States. Us Army Corps of Engineers. 1987. Corp of Engineers Wetland Delineation Manual, Technical Report Y-87-1. USAEWES Environmental Laboratory, Vicksburg, MS. 9.) Wisconsin Department of Natural Resources. Wisconsin Department of Natural Resources - Surface Water Viewer. Wetland Maps. http://dnrmaps.wisconsin.gov/imf/imfj sp?site=Surface WaterViewer 7 APPENDIX A SOIL EVALUATION REPORT 8 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code • County Attach complete site plan on paper not less than 8 %z x 11 inches in size. Plan must St. Croix Include but not limited to: vertical and horizontal r e f e r e n c e point (BM), directio A l l cel I.D. 034-1048-50-000 P Percent slope, scale or dimensions, north arrow, and BM referenced to nearest . " Please print all information -Tar by Dare Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) , Property Owner Property Location L~ ~,~CE1V Tom Toston GovL Lot NE SE v, s 21 T 29 N R 15 w Property Owner's Mailing Address 200 Lot # Block # Subd. Name or CSM# 840 State Hwy 128 OC ~T rGlenwood State Zip CodeN(3Q ❑ City ❑ Village B Town Nearest Road City WI 54013""Nl 715-772-3232 Springfield State H 128 ❑ New Construction Use: ® Residential / Number of Bedrooms-* Code derived design flow rate 300 GPD 0 Replacement ❑ Public or Commercial - Describe: Parent Material Glacial till Flood Plain elevation if applicable NA ft. General comments and recommendations: * Recommend sizing system for a three bedroom home. 1 Boring # Boring El Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 10 A+3 in. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. S z. Sh. -Eff#1 'Eff#2 1 0-7 10YR2/2 - SIL 2-f-gr mfr cs 3-f to co 0.6 0.8 2 7-10 10YR4/3 - SIL 2-f-pl mfr gs 2-f to m 0.0 0.2 3 10-18 10YR4/3 7.5YR4/6 c-1-d SIL 2-f-pl mfr gs 1-f to m 0.0 0.2 4 18-30+ 10YR4/6 10YR5/2 c-1 -p CL 0-m MAI - - 0.0 0.0 Boring # 0 Boring Wit Ground Surface Elevation 98.8 ft. Depth to Limiting factor 7 ~A+1) in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#f •Eff#2 1 0-6 10YR2/1 - SIL 2-m-bk mfr gs 3f to m 0.6 0.8 2 6-7 10YR5/3 - SIL 2-m-pl mfr gs 2f 0.0 0.2 3 7-11 10YR5/3 10YR4/6 f-1-f SIL 2-m-bk mfr gs 2f 0.6 0.8 4 11-19 10YR4/3 10YR416 c-1 -f SCL 2-m-bk mfi gs 1f to m 0.4 0.6 5 19-30+ 7.5YER4/6 10YR5/2 m-1-p CL 0-m mA - - 0.0 0.0 ' Effluent # 1 = BOD5> 30 220 mg/L and TSS > 30 150 mg/L * Effluent 02 = BOD5 S 30 mg/L and TSS 30 mg/L CST Name (Please Print) Signature CST Number Mark Iverson 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 November 3, 2008 715-796-5664 Property Owner Tom Toston Parcel ID# 034-1048-50-000 Page --2 -of 3 Boring # 0 Boring ON Ground Surface Elevation 100.0 ft. Depth to Limiting factor A+0 in. Soil lice ion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10YR2/2 - SIL 2-f-gr mfr as 3f to co 0.6 0.8 2 8-14 10YR4/3 10YR4/6 f-1 -f SIL 2-f-pl mfr gs if 0.0 0.2 3 14-22 10YR5/2 10YR5/6 c-2-d CL 3-co-bk mfi gs if 0.4 0.6 4 22-35+ 7.5YR4/6 10YR5/2 m-2-p CL 2-co-bk mfi - - 0.4 0.6 a Boring # ❑ Boring OPit Ground Surface Elevation 101.9 ft. Depth to Limiting factor A+0 in. Soil licatio Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Co t. Color Gr. z. Sh. *Eff#1 *Eff#2 1 0-9 10YR2/2 - SIL 2-f-gr dsh Cw 2f to m 0.6 0.8 2 9-13 1-YR5/3 10YR4/6 f-1-f SICL 2-f-pl dsh gw 2f to m 0.0 0.2 3 13-19 10YR5/3 10YR5/6 c-1-D SICL 2-m-bk dh Cw 1m 0.4 0.6 4 19-30+ 10YR4/3 7.5YR4/6 m-2-p CL 2-co-bk dvh - - 0.4 0.6 Boring # 0 Boring QPit Ground Surface Elevation 96.4 ft. Depth to Limiting factor 0 (surface) in. Soil Aoplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10YR2/1 5YR3/4 c-2-d SICL 2-m-bk mfr cs 2f to m 0.4 0.6 2 7-11 10YR4/2 7.5YR4/6 c-2-p SICL 2-f-pi mfr gs 2f to m 0.0 0.2 3 11-17 10YR5/2 5YR4/4 m-2-p SICL 3-m-bk mfr gs 1m 0.4 0.6 4 17-30+ 10YR4/2 7.5YR4/6 m-2-p CL 2-co-bk mvfi - IM 0.4 0.6 • Effluent # 1 = BOD5 > 30 5 220 mg/L and TSS > 30 150 mg/L * Effluent #2 = BODS 5 30 mg/L and TSS 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Site Location ° a 0 ft. 24 ft. 40 ft. 80 ft. f N a a Sect on 21 co xisting Septic Tank X 3 80thAve O I 0 X Im Hose of Gqnctgtie 'Zo X01 fi B I I Lo 9y B-1 100.0' I Q6, B-4 n .0 (D C 101.9' • r B B~ I 1 (D -2 I I I 13 % ♦ B-5 98.8' e 96.4' 00 \ I ~I w CND ♦ A= % ♦ r B3 100.0' A ` =18 to 24" white pine % 'o B` = 6 to 10" red pine ~o hllll~ BM#1 -Top of 3/4" P - - ~ = 24" Maple 100.0' o, ~D = 4' Willow Proposed surface water flow O = Well Location - - - - - - - = Tree Line Current surface_ BM# & Descrition water flow Elevation p 70 = Bench Mark B-1 Boring Location & Elevation 100' Owner: Tom Toston Site Information: Completed By: Mark Iverson, PSS #197 840 State Hwy 128 NE 1/4, SE 1/4, S21, T29N, R15W 680 Larcom Street Glenwood City, WI 54013 Town of Springfield Hammond, W154015 St. Croix County 715-796-5664 Phone: 715-772-3232 CST# 46672