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Home My WebLink About040-1308-00-160 Parcel 040-1308-00-161 07/14/2008 10:11 AM PAGE 1 OF 1 Alt. Parcel 24.28.20.1980 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/10/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - TROY DEVELOPMENT CORP TROY DEVELOPMENT CORP 11806 ABERDEEN ST NE STE 290 BLAINE MN 55449 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 212 MUIRFIELD TRL SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.000 Plat: 09-100-TROY VILLAGE 6TH ADDN 146/168 040-04 SEC 19 T28N R19W PT SW SW; BEING TROY Block/Condo Bldg: LOT 161 VILLAGE 6TH (04) LOT 161 (1.000AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-19W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 02/10/2004 753934 09/100 PLAT 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 90,000 0 90,000 NO Totals for 2008: General Property 1.000 90,000 0 90,000 Woodland 0.000 0 0 Totals for 2007: General Property 1.000 90,000 0 90,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel 040-1308-00-160 p p C 07/14/2008 10:11 AM / . Z, ` 6 7 ' PAGE 1 OF 1 Alt. Parcel 19.28.20.1979 ZY, S6 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/10/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - PANKONIN, AARON M & CHARITY H AARON M & CHARITY H PANKONIN 6833 PEONY LN N MAPLE GROVE MN 55311 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 210 MUIRFIELD TRL SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.000 Plat: 09-100-TROY VILLAGE 6TH ADDN 146/168 040-04 SEC 19 T28N R19W PT SW SW; BEING TROY Block/Condo Bldg: LOT 160 VILLAGE 6TH (04) LOT 160 (1.000AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-19W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 05/19/2006 825683 WD 05/19/2006 825682 WD 02/10/2004 753934 09/100 PLAT 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/24/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 90,000 292,500 382,500 NO Totals for 2008: General Property 1.000 90,000 292,500 382,500 Woodland 0.000 0 0 Totals for 2007: General Property 1.000 90,000 292,500 382,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 488184 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)]. Permi iofder's Name: City Village Township Parcel Tax No: Troy Development Corporation Troy, Town of 040-1308-00-160 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: $93• `lI NuJ "Ilr- Go 19.28.19.1979 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURF 5 CAPACITY STATION BS HI FS ELEV. Septic r Z Benchmark Par.* g Alt. BM F of la e, / .tog ~tZ . to~ Aeration Bldg. Sewer' o ing St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet en to it intake ROAD Dt Inlet TANK TO P7C--- --VVELL BLDG. ~ W1 i ep is bottom - 1fy '51 Dosing ea er an. $ . 51 8'85' era ion Dist. Pipe ~ ~ 5 ~ $$~j .SrL o Ing Bo t. ys em 9.4(o SBy, 37 dk PUMP/SIPHON INFORMATION Final Grade 5•~ • gS anu ac urer eman over Z V,0. 13 model um er i c ion oss ys em ea r-orcemain n tn bir-julf-m-wen I Sol SORPTION SYSTEM DIMENSIONS 3 1 9Z) + INFORMATION CHAMBER OR /0 A %4-, yva W, Qy- H. C..0+11t)Q,y~`~~ v' O~ , ll / I A) A UNIT 1-MOURVI /[viol ellvlu 11513tilbut! 11 JA I I'll I'll JA I 1111'81jd~-y . 1 Pipe(s) ` g ~ Z/f E e~- T LengthDia Length Dia Spacing ~•p~~ x Pressure Systems Only xx Mound Or At-Grade Systems Only Bed/Trench Center Bed/Trench Edges \ Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 210 Murifield Tr Hudson, WI 54016 (SW 1/4 SW 1/4 19 T28N R19W) Troy Village Lot 160 r- Parcel No: 19.28.19.1979 1.) Alt BM Description 2.) Bldg sewer length = 5 -amount of cover= h, a►J t Plan revision Required? ] Yes No Use other side for additional information. [ ~~~-d L a~ No- --Li-(A SBD-6710 (R.3/97) Safety and Buildings Division County NVIsconsin 201 W. Washington Ave., P.O. Box 7162 X Madison, WI 537 2, Permit Number (to be filled in by Co.) Department of Commerce (608) 266- ~ tan I.D. umber Sanitary Permit Application i S!o In accord with Comm 8321, Wis. Adm. Code, personal information you de U b may be used for secondary purposes Privacy Law, sl5.04(1 xm) ress if different than mailing address) 31 u L Application Information - Please Print All Informat' n J + ~1 v Prooertv O Vure. W.- I Parcel # t # Block # I -OA T-t*f- 121 _ p t.~ cs ~ 1(00 N f~ Q . Property Owner's Mailing Address Property Locatio~ qQ 1 00 4 8 L R O t E iu $ t, E. $ U i T L 100 `Jt1l v. y, section City, State Zip Code Phone Number t q -7 (circle GL 1 rV g~e !"l IV J~~~4 7s~~ 7S'6 91 T -2 R1g_Eor~ (i 1/ 7 11. Type of Building (check all that apply) 0K a-3 6JZ 1ke 91 or 2 Family Dwelling - Number of Bedrooms ~44 -o-A- / /a , Subdivision Name CSM Number ❑Public/Commercial-Describe Use t1A 3 6~ vp JAA'x;-,L-J 8,1-- T04 Uiu--Aa ❑ State Owned -Describe Use AJA z t„J / CS ❑City❑Village VTownship of -tgDy III. Type of Permit: (Check only one boa on line A. Complete line B if applicable) Q 1/0 _ $ , op - /gyp d A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ OU1cv Modification to Existing System List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New Before Expiration Plumber Owner . IV. Type of POWTS System: Check all that apply) 16 Non -Pressurized In-Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At-Grade ❑ Single Pass Sand Filter ❑ Constructed Welland ❑ Pressurized In-Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel-less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdso Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation ("00 / 0.-7 / 6 7.1 y ✓ 870. `d s94. (oo VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units n ' c Concrete Constructed Glass New Existing Tanks Tanks w Pa t I o 625 6TV . t 4,-- Septic or Holding Tank O 1 w 1 i. Aerobic Treatment Unit Dosing Chamber Vll. Responsibility Statement- I, the undersigned, assume responsibililyfpir installation of the POWTS shown on the attached plans. Plumber's Name (Print) thet's Si MPIMPRS Number Business Phone Number A~1 N(,kaBs r`t_ a tAPtZS zz ~a 73 (7/02-73-6360 Plumber's Address (Street, City, State, Zip Code) IJ 64ej p t1~.5: Hlti `l b7j. a-*--L0 Elv L' 1 LLe) U D- 5400 3 VIII. Coun /De rtment Use On Proved Di Sanitary Permit Fee (includes Groundwater Date Issu Issuing ent Signatur (N t Surcharge Fee) 44~ ❑ G' Reason ial ~P IX. Conditions of A roval/Reasons for Disapproval n ~ via c z SYSTEI NNE"R: 3> {3 J ,~aLa~ ~'0 5 UI 1. Septic tank, effluent fitter and I I 'dispersal cell must all be ervibes / maintained Q'p as per management plan provided by plumber. 2. AN setback requirements must be maintained as per applicable code / ordik arim. Attach complete plans (to the County only) for the system on paper not less than 8112 x I1 inches in size SBD-6398 (R. 01/03) Plot Plan for New Se tic System lfo ejeio g~ a Property Owner 140ft. Legal Description ~,T o Trcoy u i ~F T (except where noted) -TOw1J of 11081 sr CQtj cotes-r TW ti-,-.C 0A) SIrj North or~rt-~ p ti $R g9D ~ f' i -o ~g rt J h ..I J ~ 9' 6 v 3 i J pRopaS'~D ur p ,DwEw tJ Cv ~3. w` Page 3 of 2f 4 O )[J 1 Plot Plan f e or New Se tic S ste ~elo ~•e Cv a C Property Owner 140ft Legal Description ~T ~e0 -r►~~~. ~~~~-fl~~F , (except where noted) Sw~~4 Or't ~ Suy~~ S TZ-%IJ R\qw JQW)~ of may, sX CO"-TV, W\~QJ~ sAjJ North n) orL-rt~ p ti .~--Y $q [alb 4,0 IBA U o J ~ J r~ - 4 J ~ 0 vo ~RoYaS~D v it t.{ grpE2oonr~ ~ Jwew N G ~ r Page 3 off 4 0 I ~ / Wisoonsincepartmentolcommerce SOIL EVALUATION REPORT Page_ Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code j 51 C t Attach complete site plan on paper not less than 8 112 x 11 Inch s In sl include, but not limited to. vanical and horizontal reference point BM). d1r= E Para 1 1.0 percent slope, scale or dimensions, north arrow. and location an distance to nearest road. I°ENO(N ra 1 Wed b Date ' Please print all Information. OCT 2 9 200 Re 5 /710(, ~ ) Personal information you provide maybe used for secondary pvrpofes ( tvacy Law, 5. 15.04 (1) (m))• t Property Owner N I N O F F C ? Q0MTlMeJQTAL OE ELOPMENT CD f. 1/4 S I T L$ N R 1CI W Property Owner's Malting Address Lot # Block a Subd. Name or CSM# I I (d00 EKD sT. E SutjE 100 A00 TROY U% t-LAG~ City State Up Code Phone Number ❑ City ❑ Village ,R] Town Nearest Road r Lt~11\1E 55449 (763)1-751.,3 OY i MW MILO TKAI GPD New Construction User Residential / Number of bedrooms Code derived design now rate !v 00 - Replacement 0 Public or commercial - Describe: Parent material _ (3►.C'CWi'tS1t 1 A L-'-VIA L_ Flood Plain elevation i(applicaois, , General conments and recommendations: CON~jEA1il~►1-~RduD~ES 1 0.1 L OADWG 7,ATE I ❑ Boring ABoring is Flt Ground wAace elev. h. Depth to limiting (actor Application Rats Horizon Depth T'Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtf4 'Effp1 'Eff#2 Gr. Sz. Sh. in. MunseU Ou. Sz. Cont. Color 5 0 d - r ZII - L r 0-ro tOYIZ L .5 8•y Z to-2-4 o 4x_21, - L _ L L 51, C f - , 3 z - Y, Y -tD .5 0 4 3h, 5►1 Z -m 0.bi dd► C+ r -39 1 y~ tl _ _rlrt 7 0.9 i 0.9 S 39-x!3 11) IK5 y o ~b 3P04t~bl , it t f-tv\ WoK QS Z&-n- Lf -5 tv -~JL low-*0 - S t~S ~I 0_S 4 - 0-7 1.Z ; 7 fo~K3h, - S 0 { 52-r13 0.~ , Boring tt Boring I 1 A (eQNT,) Pit Ground surf;-ce elev. n. Depth to IlrNtIng factor _,113 in. Solt ' Icalloo Rate Q'inn, pth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPO1! ' Munsell Ou. Sz. Cont. Color 'EfT#1 Eff#2 L~58R - - - - - KAS ~a ; S r Ali 1 , Effluent 91 = BOD > 30-< 220 mg/L and TSS >30 < 15o mgA. ' Effluent 92 = BOD < 30 mg/L and TSS 130 mglL CST Name (Please Print) Signature CST Number N1 Z0 HO 1_ i_ STE n g Address Date valuation Conducted Telephone Number W9a75 t~9o~`N AVE:, R,uE TAu.S WI 5Y0 OS-~-c3 L~tS ylb-\~75 S i ~ i j I Property Owner C() NT\ ~11;AT~ L DES ~'M Parcel ID # VEND I ra _ Page of C CKQ Boring # Boring Pit Ground surface elev. h. Depth to limiting factor in. Soil Application Rate y t Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'E1f#1 'EH#2 1 j 040 ash a9 Z - 0.5 0.3 z _tz z L zf-m b i I z-I$ 0 4 313 w5 0.57 08 -17 04fL3~b S LS L -tM 0•l LZ CS '7 Z S 14 1, 2~- U7 nn .'7 f. 7- (.4-7-791 r, (p 1 D 14 `41 5 0-5 - 02 1• Z 144 7 -gle Id`t 1 Boring # Boring Y pit Ground surface elev. g~Q, 52 ft. Depth to limiting factor 2DI-_ in. 1 Sal Application Rate ! Horizon Depth Dominant Color I Redox Description Texture Structure Consisten;Boundary Roots GPDtff° in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 6,-~ z 04r: 5/4 1 rrM11 S 8vJ N$ t4opuzcm L4 S 0 5"/0 6 004 S ~C. z -OA) 5 i CAD i t' Boring ✓ Boring # Ground surface elev. _M.-( ft. Depth to limiting factor in. Pit Solt A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary ;Roots GPOIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 L K d at -e-O p• S 0.3 1 0-10 lo'(1Czjt L 10 -1 1DV ~3 - 5.1 2 -LaabK 12 Z,)- 0.5 3 Ile-L'1 10 4R4 St I Z mubK c3 a.S 4 2'1-4 t) Yre ~1. - S 5 c5 Z -m • Z 5 44-11 10gA 1"~ I s 05 - .7 1.z 6 t:vJ E .1 = 80D > 30 <220 Land TS >30 < 150 mg/L ' Effluent 92 = BODE < 30 mglL and TSS ~ 30 mglL ! ' Effluent #1 s _ i 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. t • y SBU•R7101K.3100) 1 l i ~ l 1 PAGE._IJP~. ► ; PROPEtZfI' owrz; o I.EGENU: / ; 0 rG D V u; `T ° 3M- T O 1 I Z ~PP'~C 1 fl ~yRIFIGN: I I /(e0/ TRDY Vi IY1 I 1 s dOAMU topmenM "ih LF 'i)ZDV ST C' Kl? lY !'nt~~UTyT _ t T ,5 ' + I I ' -SOIL. 3GONG W/ 3ACWa NO COMM 83 5~TDPCK PROPL. M5 ' ELEV. 893.41 ELEV. 890.70 J 134.05' ► I j t 8160A -608 ' ELE\'---90.8 'EV9 6 i- I Site a, «radcrl after soil evaluations %Nere completed (sec page vv ith final grade elegy ations). $~acm elc~ utions Should not be affected. but B 1 60C depth below grade "tll need to be deten1lincO ' 88 ba,cd on the amount of cut or till. BM LEV. clcv anon, should havc remained constant. I ~ I 1 1 I ( I i 1 91616 ELE 92 M ~ I o N r` r- I I l ~e I I 1 894 ' L0T 160 a ; ~ ~--~+yv-J SIGN>;t7 CSt D Z2-4 V 32J aATE: ~ t i. r FLO-r PLAN t'~OP~KtYa*". COAlTIh1EA3ALQr,-NQ Ltaw. me.hm corn? 50L t30" W/ PPCKi'a FiMAL GRAUC- E.L~VHT1pN l B 1606 B 160A ELE1 VgO-0 ELEV s ~•3 Ibl B 160C E V. S'99.q W 40 *o O M ~ N O Mf O 2 LOT 160 C AIE: d l - 1- ozl ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Troy Development Corporation Mailing Address 11806 Aberdeen Street N.E., Suite 290, Blaine, MN 55449 PropertyAddress _ 210 Mui rfi el d Trail ~ (Verification required from Planning & Zoning Department for new construction.) City/State Hudson, WI Parcel Identification Number 040-1308-00-160 LEGAL DESCRIPTION ll Property Location 1/4 , 6w 1/4, Sec., T 28 N R 19 W, Town of Troy Subdivision Troy Burne Village , Lot 160 Certified Survey Map # N IST Volume , Page # Warranty Deed # (C Volume Page # y Spec house yes no ` Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms ( ~ 1_/ 01 /d 6 SIG$ATUR]ff OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105) Title Sheet for New Septic System Residential Application Conventional Septic System C~ c1_ . 10 Owner's Name o nr r-v-,~ , r Address O L. 4(NE M /V 5s4W 9 PH 763 76-7-75" Legal Description ;,wl/4 of Tw-_ ~sw%T ;g r-jyj Township T1210 County grr_ e-rznkY: Subdivision -may T~ Lot Number LO -1- ((4 0 Parcel LD. Number Plan Transaction Number: Page 1 Title Sheet Page ? ...................................Plan Wew Page 3 Plot Plan Page 4 Maintenance Plan ?esigner M~ tZV ~U } }a ~~S i ~2 License Number_ o S5c1-no -7 ?ate 05-c5-0b Phone Number s 1 4L~-1~ ~5 Signature: ~JUdLK~S Design Information: In-Ground Component Manual SBD-10705-P (N. 01/01) Page f of _t g7. SO ~ ~1JS~EC-C1bnt pipe ' zn ~PAaPr-n#AJ V ~s e~l+t~n~~,fZ S7 Sc~ ~ 0 ~t Tz NcMt AIN. bdw MIN. Kg4, lob dmmbw i L _ ~~gy, ba Onob r r f- N dW --r_ - N dN wil --T- ( %%UA/w. CrM t udM" fir umdftgt aK t,ot~ 9P 0.7 LotDtNCo V_AtiE _ $57._14 ABSD+QtTClosi 13D i 10U C'-1-~,Atr'~k::~'~ tl+SEp 31. 1 -~4 Z ~~t.aN ;T 857, Imo; bl-I 2-7.56 &L Z~ C }t!t, E1Z.5 M 11JI W LA-M svsT~v~ w►ti ~ti -r*.ro Tryc► ty ctt~nr~ ~,s 2~X C~tflM6~s ~TAL t=oy $~o~,? . T1ti~1K ~S W~~~ ~ZOb C~f~u..o~} ~o~JCR~,"t~ -P o uU L o K nz5 F} u-m►Z--_.. z v-F S POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE INFORMATION v~11 r ► N F_ IV PA L D Cv1= LOPM E nl t SYSTEM SPECIFICATIONS Owner c OIR Septic Tank Capacity 1 Lp gal ❑ NA Permit # Septic Tank Manufacturer tC ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer o Lo ❑ NA Number of Bedrooms 1 OOgpd/bedroom if EED : ❑ NA Effluent Filter Model 5Z:5 ❑ NA Number of Commercial Units NA Pump Tank Capacity gal lR NA Pump Tank Manufacturer ANA erage) Estimated flow (a , esti * gal/day ~p Manufacturer M NA Design flow (peak), estimated x 1.5* q6 0 gal/day Pump Model M NA Soil Application Rate gal/day Pretreatment Unit W NA Influent/Effluent Quality (NA❑) Monthly Average** ❑ ~~~vel Filter ❑ Peat Filter Fats. Oil & Grease (FOG) < 30 mglL ❑ Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand 5 220 mg/L p Disinfection ❑ Other. Total Suspended Solids ( (TTSS) SS) Manufacturer: Model: 5 250 mg/L Dispersal Cell(s) Pretreated Effluent Quality ❑ Monthly Average*** Di In- ground (gravity) O -ground (Pressurized) Biochemical Oxygen Demand (BODs) :5 30 mg/L ❑ At-grade ❑ Mound Total Suspended Solids (T SS) 5 30 mg/L ❑ Drip-line D Other. Fecal Coliform (geometric mean) <-l eefu/100m1 ❑ Leaching Chamber Manufacturer Maximum Effluent Particle Size 1/8 inch diameter Model QX.) ► ► 00 Approval Stipulation *Wastewater Flow Verification on and calculations: Soil Application Rate - 7 ANi1W Area Req. %57. H f - (Other than bedroom based) Absorption Area Credit per unit 3l J. 10 fl? Minimum Number of Chambers Z ❑ Aggregate Design Flow/Loading Rate= min Values typical for domestic (non-commercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent. COMM84 and be installed per manufacturers specifications ***Values typical for preheated wastewater. and approval letters. DESIGN CRITERIA M "Wisconsin At grade Soil Absorption System, Siting, Design & Construction Manuap (Converse et.al.1990) p "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and EJ. Tyler. Publication 1522 ❑ "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ❑ "Design of Conventional Soil Absorption Trenches and Beds"_ RJ. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 ❑ SBD -10570P (8.6199) "At-Grade Component Manual Using Pressure Distribution" ❑ SBD -10567 P (8.6199) -In Ground Absorption Component Manual" XSBD -10705P (N.01/01) -In Ground Soil Absorption Component Manual" Version 2.0 ❑ SBD -10628-P (N.6t99) -Recirculating Sand Filter System Component Manual" ❑ SBD -10656P (N 6199) -Split Bed F-mm nlatmg Sand Filter system Component Manual" ❑ SBD - 10572-P (8.6199) "Mound Component Manual- [3 SBD -10691 P (N.01101) "Mound Component Manual" Version 2.0 ❑ SBD -10595-P (8.6/99) "Single Pass Sand Filter Component Manual" ❑ SBD - 10657-P (8.6/99) "Drip-line Effluent Disposal Component Manual" ❑ SBD - 10573-P (R 6199) "Pressure Distribution Component Manual" ❑ SBD - 10706-P (N.01101) "Pressure Distribution Component Manual" Version 2.0 C3 Drip-line Effluent Dispersal Component Manual for Multi-flo o nsite Wastewater Treatment Units MAMTENANCE AND MANAGEMENT MAINTENANCE MONTTORING SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ❑ months 3 Year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals ones- (1/3) of tank volume Inspect dispersal cell(s) At least once every ❑ months I J3 year(s) (Maximum 3 yrs.) Clean effluent filter At least once every ❑ months J.P Year(s) Inspect pump, pump controls & alarm At least once every ❑ months ❑ year(s) NA months ❑ Year(s) 29 NA Flush laterals and pressure test At least once every Valves At least once every ❑ months ❑ year(s) NA Other: At least once every ❑ months ❑ Year(s) ❑ NA Page of -may impede the treatment process and/or damage the dispersal cell(s). It nign concenrrauons are uetoutcu uavu u,G wucuw v= u=~ 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. OPERATION 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, vegetablelfruit 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, 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. ❑ Valves Valves shall be operated in the following manner: p Alarms 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 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. INPECTIONS 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). Septic Tanks Component 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 to check for any backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one-third (1/1) 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 NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. p Pump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. ` In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. 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J.NgKLVSHJ. ?NNUO QNV dWfld `JIJd35 . «JNINHVM» •atup jutp;e vago ut salt aq; tp!m Aldwoo isnw swals,(s Bons jo suoponusuo3od -aoejJns antirailtgut aql In leworq atp;o lenoncaJ 2up4►oilo} aoeld ut pa;on4sttoow aq Sew swalsSs uopdJosge Itos apaig-;e pus punow ❑ •SIMOd P3I!e3 3111 aoeidaJ ol;.tosaJ Isel s se polleisut aq Sutu xus; 8mplog a algeltene si vanjuawaoeldaJ on jj -eaJe;uoutaoeldw olge;Ins a a;eool o; pouuo}cad aq;snw uouen[ena alts pue ltos a SJ MOd atp Io aml!e3 uodn 'rate Iuawaoeldoi olqu;tns a ASpuapt o; pa;sn[ena uaaq aou seq axis aqZ ❑ 'S,LMOd pa[!e3 otp ooeldal o; uosaJ Isel a se polpasut aq Aem J[wu 2uiploq e S9olougoa; SJAOd w saouenpe 2luLueg -suotiei!ugl I!os Jo/pue 3loeq;as of anp alge[tene Iou st u=juawaoeldw olgeitns V ❑ •oun;;eq;;e;oajja in salt oq; q;ten A[dwoo isnw swaisds Iuawaaeldo-d -rant luoulaosldw olgel!ns a gstlge;sa o; not;enlena a;ts pus ltos nm s ioJ paau aq; ut;lnsaJ Ipm e3Je;uawaoeldw atp Iool(ud o; a.mlte3 -s[lom pue Bawl iol `omgonns posodold pue Sugswo wool 1!os mau a Jo3 paau agi ui ilnsw [l!^i raw luamaoeldw acp loalold a nl!u3 'silom pue sautl;ol `amp"s posodoJd pus guijuxo woJ3 s)laeq;as paJtnbaJ Aq uodn pa;Iutgtn aq Iou pings pue uot;oedwoo pue aouegxmstp mo13 palowid aq plnogs eaJe;uawaor[daJ agZ wa;s,cs uot;dJOSge ltos;uatuaosldal s Jo uotjwrol acp Jo3 paztltan N ~CEw pue palsnlrna uaaq seq u=juamaasldac algelms v :molsAs ;uotuaoeldaa Iust[dwoo opoo a opcnoud o; `uaale; oq isnw Jo `uaaq aneq salnseaw gmmollo3 otp paqudoi oq;ouueo pus sl!ej SJ MOd ogill NV'Id AJN30NIJ.NOD 'leua;ew ptlos;.caut Jag;o 10 IaneJ2 `ltos j!m Palt3 coeds P. ton agi Pue PanotuaJ SJanoo .nag; Jo p2now21 pus pa4eneox0 oq llegs s;td pue s4ml Ile `Satdmnd JagW - g JoluodO gutoimaS aSs;daS a Aq Jo p=xlstp,([Jadold pue panoww aq llegs s;!d pure siiue) lie jo s;ua;uoo oq L - -poleas s2uiuado odid pauopuege ag; pue pa;oauuoostp oq llegs s;td pue s*ce; of gutdtd IId - apoZ) ant;egspgmpV utsuoos!M `££•£8 Nt oo •qJ q;ten aouetldwoo ut pauopuegr dla3es puu 41.1adoJd st waisAs aqi ;eq; alnsuo o; ua)R oq Ilegs sdals Sulmollo3 3111 amAms jo ;no uo3M Apuauettad st Jo/pue slte3 SJ.MOd atp uagM .LN3WNO([NVBV •aPoo antM4S!utug)V tnsuoastM SS•£8 INYqOZ) tDIM aouepaooau to poutwgns aq [legs Suuo;tuow pue `uot;oodsut `aousumutew JoJ spodau SJ.NOd32l •ma;SAS ag;3o A;Ina2uol atp a;owold o; 2uutnooo st;uanUjojo uoungl qs!P Ienbo lrlp amsuo of ouop oq pings sleJa;sl aldpinw q)!m swa;sAs jo sJloago wnsswd -smaA owgj liana oouo iseai jr- patisng aq plnogs slrla;rl atLL -Suigsng JoI posn aq o; Imolel gosa3o puo oqi;e gutuado ue tpten paptnold si walsAs uotin%astp ainssald atly !sso3ou •Sw1oi.tuow Ivan~ 3JOW gut aJnpaj atlnsJpkq 2utpuodwt Jo 3utpeolJano a;eotpuc Sew;uauodwoo atp Jo lgg!aq otp 3o %gL ump as;eats 2ulpuod 'Alpotllnr AJo;eingw aq; o; pai.codaJ Apdwold oq;snw aoepns punol2 otp o; a2llegoscp r(uV -ogmgostp 1o a;Iedaas o3ejJns Jo aauap!na AueJojuo!i . oodsut1enstn aPuesoItu not entas9o agiuc Auej. . t `RutPuodJo s[ana1aqi. tutPJo3w aPn[otn pegs uotioadsui at1 L d `Puno alnss td PunolJ uI `aPe1J-i W ❑ ❑ Mound, At-Grade, In-Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. 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. COMM 83.33, 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 will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ 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. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. 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 -DAR9El1 t+ub b WLL Name Phone C7t5 426- 5flol Phone SEPTAGE S RVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name D AV-R'1.t `S S~~TtC Agency ST, CfZO 11C l l lv 7-DA) 1 1 Phone t 71 S 42_5-1 OZS Phone K:1%YPDA'I'A\EI1lPO%VTS OWNER'S MANUAI-doe ~Ortl l l c of y Below Grade Soil Absorption Systems MAINSTREET BUILDER Owner's Name 5/5/2006 Review Date N Y or N Highly Pretreated Effluent 3 ft Suitable Soil Below System 11 in Chamber/Unit Height 2 8 ft Maximum Bury Depth 3 PSA Bio Diffuser Standard 11" _ 600 gpd Estimated Daily Peak Flow 0.70 gpd/ftl in Wastewater Infiltration Rate 857.14 W Chamber/Unit Area 31.10 EISA ft2 / Unit 28 # of Chambers/Units 884.60 ft Proposed SAS Elevation 15.20 Bottom Area if / Unit Soil Surface Acceptable Finished Grade EL 4 (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest Highest Elevation? 886.52 893.52 1 889.60 113 883.18 888.68 Yes 2 890.80 111 884.55 889.88 Yes 3 888.60 114 882.10 887.68 Yes 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Total height of chamber in inches. 3. Maximum bury depth as per manufacturer's recommendations. 4. Based on chosen system elevation, and chamber height. Top of chamber is equivalent to top of aggregate. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Version 4.0 (04/03) PAoE 5 &F S STATE BAR OF WISCONSIN FORM 1 - 1998 635592 / WARRANTY DEED KATHLEEN H. WALSH 1568 r 621 REGISTER OF DEEDS Document Number ut' PpC` ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between JOHN J. RUEMMELE AND BARBARA A. RUEMMELE. HIS WIFE, AND THOMAS J._ RUEMMELE AND N_ELL L. 12-20-2000 10:00 AN RUEMMELE, HIS WIFE WARRANTY DEED Grantor. EKEKPT N 17 and TROY DEVELOPMENT CORPORATION CCERT OPY FCOOPPY FEE. TRANSFER FEE: RECORDING FEE: 12.00 - - PAGES: 2 Grantee- Grantor, for a valuable consideration, conveys to Grantee the following described real estate in ST. CROIX County. State of Wisconsin (the "Property") : Recording Area Name and Return Address 1. PART OF OUTLOT 9, PLAT OF TROY VILLAGE, TOWN OF TROY, H~WOOD:& CARI, S.C. ST. CROIX COUNTY, WISCONSIN DESCRIBED AS FOLLOWS: 20p~ LOCUST STREET, BOX 125 COMMENCING AT THE SOUTH 34 CORNER OF SECTION 19, T28N, R { H ON, WI 54016 19 W; THENCE N89°40'23"W (BEARINGS REFERENCED TO THE SOUTH LINE OF THE SOUTHWEST ''4 OF SAID SECTION 19, ASSUMED TO BEAR tlu~~) y ~f l/ N89°40'23"W) 2076.48'; THENCE NOO°19'37"E 1437.09' TO THE POINT OF BEGINNING; THENCE N21°00'00"W 323.84' ALONG A 040-1158-70 NORTH LINE OF OUTLOT 5, PLAT OF TROY VILLAGE; THENCE 040-1154-20 EASTERLY 123.83' ALONG A 367.00' RADIUS CURVE CONCAVE Parcel Identification Number (PIN) SOUTHERLY WHOSE CHORD BEARS N79°20'01"E 123.25' ALONG THE This IS NOT homestead property. SOUTH RIGHT-OF-WAY LINE OF LINDSAY ROAD: THENCE Tt4 (is not) N89°00' 00"E 337.36' ALONG SAID RIGHT-OF-WAY LINE; THENCE S01°00' 00"E 325.001; THENCE S89°00'00"W 348.10' ALONG A NORTH LINE OF SAID OUTLOT 5 TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 3.018 ACRES, MORE OR LESS, BEING 131,448 SQUARE FEET, MORE OR LESS. SUBJECT TO EASEMENTS OF RECORD. i~ I AND SEE ATTACHED EXHIBIT A j i I Together with all appurtenant rights. title and interests. Grantor warrants that the title to the Property is good, indefeasible In fee simple and free and clear of encumbrances except ~t EASEMENTS, COVENANTS, RESTRICTIONS OF RECORD AND ANY LIENS OR ENCUMBRANCES CREATED BY ACT OR DEFAULT OF GRANTEE, ITS SUCCESSORS AND ASSIGNS. k Dated this 14TH _ day of DECEMBER 2000 i' . ~c (SEAL) (SEAL) JOHN J. UEMMELE THOMA .r. RUEMMELE (SEAL)~~'-C (SEAL) „ BARBARA A. RUEMMELE , NELL L. RUEMMELE i' AUTHENTICATION ACKNOWLEDGMENT Signature(s) JOHN J. RUEMMELE, THOMAS J. RUEMMELE State of Wisconsin, BARBARA A. RUEMMELE, NELL L. RUEMMELE ss. I County. jl authenticated f DECEMBER 2000 Personally came before me this day of !I / the above named jl I' S CARI TITLE- MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06. Wis. Stats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY HEYWOOD & CARI, S.C. 204 LOCUST STREET , HUDSON, WI $4016 Notary Public, State of Wisconsin , My commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not ) necessary.) Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc- WARRANTY DEED FORM No. I - 1998 Milwaukee. Wis. I; voi..1568PAGf 622 EXHIBIT A WARRANTY DEED RUEMMELE / TROY DEVELOPMENT THAT PROPERTY LOCATED IN THE SW 1 /4 OF THE SW 114, THE NW 1 /4 OF THE SW 1/4, THE NE 114 OF THE SW 1/4, AND THE SE 1 /4 OF THE SW 1 /4 OF SECTION 19, T28N, RI 9W. TOWN OF TROY, COUNTY OF ST. CROIX. AND STATE OF WISCONSIN, BEING PART OF OUTLOT 9 OF THE PLAT OF TROY VILLAGE. CONTAINING 15.691 ACRES, MORE OR LESS, BEING 683,520 SQUARE FEET, MORE OR LESS AND DESCRIBED AS FOLLOWS: COMMENCING AT THE Sl M CORNER OF SAID SECTION 19; THENCE N89 *40'23"W (BEARINGS REFERENCED TO THE SOUTH LINE OF SAID SW 1 /4 OF SECTION 19, ASSUMED TO BEAR N 89 ° 40'23"VV) 1296.58' TO THE POINT OF BEGINNING; THENCE N 89 ° 40'23"W 395.12' ALONG SAID SOUTH LINE OF THE SW 114; THENCE N 00 ° 31'46" E 451.12'; THENCE N 06 ° 00'00" W 404.59'; THENCE N 06 ° 00'00" E 529.67'; THENCE N 35 ° 06'33" W 79.58'; THENCE N 01 ° 00'00"W 325.00'; THENCE N 89 ° 00'00" E 249.35' ALONG THE SOUTH RIGHT-OF-WAY LINE OF LINDSAY ROAD; THENCE SOUTHERLY 118.08' ALONG A 267.00' RADIUS CURVE CONCAVE EASTERLY WHOSE CHORD BEARS S 13 ° 40'09.0" E 117.12% THENCE S 26 ° 20'18" E 245.44'; THENCE SOUTHERLY 198.46' ALONG A 433.00' RADIUS CURVE CONCAVE WESTERLY WHOSE CHORD BEARS S 13 ° 12'29.5' E 196.72'; THENCE SOUTHERLY 241.84' ALONG A 1533.00' RADIUS CURVE CONCAVE WESTERLY WHOSE CHORD BEARS S 04 ° 26'29.0"W 241.59 THENCE S 89 ° 33'26"E 24.041; THENCE S 00 ° 04'41 "E (PREVIOUSLY RECORDED AS N 00 ° 10'30"VV) 356.17'; THENCE S 00 ° 38'33"W 654.44' (PREVIOUSLY RECORDED AS N 00 ° 20'38" E 654.30 TO THE POINT OF BEGINNING, SUBJECT TO AN EXISTING 66' WIDE DRIVEWAY EASEMENT RECORDED IN VOLUME 1523, PAGE 183, DOCUMENT NUMBER 625684. SUBJECT TO ALL OTHER EASEMENTS OF RECORD. THIS DEED IS GIVEN IN PARTIAL SATISFACTION OF THAT CERTAIN LAND CONTRACT DATED MAY 20, 1997, RECORDED MAY 27.1997 IN VOL. 1241. PAGE 331-332, DOCUMENT NUMBER 559970. I li Parcel 040-1308-00-160 05/17/2006 11:19 AM PAGE 1 OF 1 Alt. Parcel .28.20.1979 040 - TOWN OF TROY Current XI ST. CROIX COUNTY, WISCONSIN ` Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/10/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - TROY DEVELOPMENT CORP TROY DEVELOPMENT CORP 11806 ABERDEEN ST NE STE 290 BLAINE MN 55449 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 210 MUIRFIELD TRL SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.000 Plat: 09/100-TROY VILLAGE 6TH LTS 146/168 040/04 SEC 19 T28N R19W PT SW SW; BEING TROY Block/Condo Bldg: LOT 160 VILLAGE 6TH (04) LOT 160 (1.000AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-19W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 02/10/2004 753934 09/100 PLAT 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 90,000 0 90,000 NO Totals for 2006: General Property 1.000 90,000 0 90,000 Woodland 0.000 0 0 Totals for 2005: General Property 1.000 90,000 0 90,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 L Jul 27 06 08:16a Mar%jJo 7154264827 p-2 Jul 27 06 06:17a HUBBELL EXCAVATING INC P-1 Title Sheet for New Septic System Residential APP/ication Conventional Septic System fn FT f Owner's Name Address - (I ~flo /f ~~z rd Jeff, sr AI I: 13 ~~-h I1/ Legal Description z)vj,1 or Ttt:: sw / s jej. rzgn;. Township 0 County ;Mi T _ -k 11C 4,0~k Subdivision -'zay t._!." G v LL~~~ kA, w•e Lot Number Lo-r r L, C? Parcel I_D. Number ~t~Y•~Vumber: Plan . Page 1..--------------------------------.. Title Sheet PR s ER Page 2_ -Plan View N L~859 Page 3- - ---.....---•---------Plot Plan low R~~E \j PA`S, Page 4.................................... Maintenance Plan •'1 • 1~t7_qe'rj _ SY~C'JV~ CAGCcACT1Tff7/L'S aesigne~':, 1-►• l•~ LL-L- S Number lam VS-~_S-Ub ~ Kb is o: 07-2-7-0(0 Phone Number !jiS 1 4z.~ n7S signature: Design lnformooon. In-Ground component Manual SOD- 10,705-Prv Of./01) pi-I t- P, t( d _ P1 Page t of _t C4 R_ 0 - - Jul 27 06 08:16a MaryJa 7154264827 p.4 Jml 27 06 06:17a HUBBELL EXCAVATING INC p.3 Plot Plan for New Septic Svstem Property Owner :vtAL41: r gogET 140 ft. Legal Description Lf i kc -mcy L ~ U-Ar---~ . (except where nott North i CDU OA ate'/ No o 1 I a 4 r~ JJ ~.r ~1 N~ I I / WfAU NJ R 1 Page , of 5 roe jof Jul 27 06 08:16a MartlJo 7154264827 p.3 J'dl 26 06 09:12p HUBBELL EXCAVATING INC P.1 ~.3 go v' pipe E Garr .re~s.4 , o.lsr..l St.+. wis tseMs rds. its sAs. NOW of bsdAbs ~ ! Lw~lw 9ti/~Re~bselbi Ln cha mber dwsin EL bio me& L -f- h .M..en -1- 3w. 5 ~ Is eYs esY --f - 3 o .f ThseI 1051M, As n~b~d b7~. Toun~ng esel, As- wiwl iy Mile not Oi~ssel tins WhLAAeL Ci" Oi~nl a~ WALAre. CYis ~hwltw~ is~elsr ~ ~R P - O -7 L oAL w b JZP-A1: - g 7 'y A~, 2:. A[1~oQ~l 0 P.1 A12'a" - 25- 3~5 +.~s~~ z'S 4-',_,.e~ 957.(44 35 C ttrann ~R.S M xtjtA&~=AA 857. ~y - tL.10 = - - - ct~P~~r~~ti S 3b C:m-.A-. E5 s fio? A L_ r-oe ~7s~f' c~=-t 15 ww-da' %zoo nvAL_oP'3 -0+3 Jul 27 06 08:16a Mar!jJo 7154264827 p.5 Jul 27 06 06:17a HUBBELL EXCAVATING INC p.4 ILE INFORMATION SYSTEM SPECIFICATIONS Fj~~Fi Capacity I zp gal 13 NA 3wner ,VN- U3STR=~T ~kl CAS Manufacturer'emit # ent ter Main h i-o O NA 1ESIGN PARAMETERS Effluent Fiber Model -5 ZZv 0 NA lumber of Bedrooms I OOgpolbedroom q f5ra • 0 NA pump Tank Capacity gal IS NA lumber of Commercial Units NA Pump ank Manufacturer CX gal/dzy flow (average),` 4CO - pump Mwafactrrer M NA stimated resign now (peak .estimated x 1.5' af50 day Prmrp Model ® NA ;oil Application8abe gal/ 8Y PretreatmaitUnit DANA afluenr/E vent Quality (NAO) Monthly verge s p SandllGravel Filter (3 Peat Filter Fats. Oil 8t Grease (FOr) < 30 mg/L O Mechanical Aeration p Wetland Biochemical Oxygen Demand (BODs) < 220 O Disinfection 0 Other: ~I, Total Suspended Solids (1SS) Manufacturer. Model: 5 250 mg/L Dispersal Cell(s) -mmeared Effluent Quality E3 Monthly Average••' IN in mound (gravity) O In-ground (pressurized) Biochemical oxygen Demand (BODs) 5 30 mg/L p At made O Mound Total Suspended Solids (TSS) < 30 wg& o Dui bne 0 Other. Fecal Coliform (geometric mean) <1 0'cfu/100m1 O Leaching t:haQrber facouQ Model FI 3 Approval Stipulation d~cimum Effluent Particle Size 1/8 inch diametut Soil Application Irateval Arm Re4 5 J ft' 'Wastewater Fbw Verification on and calculations: Other than bedroom based) Absorption Area Credit per unit an W Minimum Number of Chambers (T 30 0 Aggmgpoe Design F7owA oadi ng Rate= min Values typical for domestic (non-conrrnercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent COMM84 and be installed per menufectium specifications -values typical for pretreated wastewatier- and approval fetters. DESIGN CRITERIA ❑ -Wisconsin At-glade Soil Absorption Sysemm. Siting. Design & Construction Mmmmr (Converse et.al.1990) p "Wisconsin Mound Soil Absorption System: Siting. Design der Construction Manual" Converse J.C. and E.J. Tyler. Publication 1522 O "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systeme Publications 9.6 0 ''Design of Conventional Soil Absorption Trenches and Beds!,, RJ- Otis - ASAE Publications 5-77 and -Desigrt Manual - on site Wastewater Treatment and Disposal Systems". EPA 625/1-80-0 12 October 1980 ❑ SBD -10570-P (IL6/99) "At-Grade Component Manual Using Plessore Distribution" ❑ SBD -10567--P (8.6/99) -Io Ground Absorption Component Manual, } SBD -10705-P (N.0 i101) "In Ground Soil Absorption Component Manual" Version 2.0 p SBD - 10628-P (NAM) "Recilculatiug Send Frlter stem Co S~~nenCt~~nenc Manual" 0 SBD - 1 t165 " (N.6199) `-Split Bed RecirmletinB Sand Fiftw O SBD - 10572-P (8.6/99) "Mound Component ua1, Manual" Version 2.0 ❑ SBD - 10691-P (N.0110 1) "Mound Component t Manual" O SBD -1059.5-P (8.6/99) "Single Piss Sand Filter Component SBD - 10657-P (8.6/99) "Drip-line Efpuent Disposal Component Manuar O SBD - 10573-P (R 6199) "Pressure Distributiian Component Manual" Msnuml° Version ZQ - Jul 27 06 08:24a Mar!:IJo 7154264827 p.1 Chamber SAS SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Soil Absorption Systems MAINSTREET BUILDER~Owner's Name 7/25/2006 Review Date N ~Y or N Highly Pretreated Effluent 3 ft Suitable Soil Below System , 1? in Chamber/Unit Height2 ft Maximum Bury Depth 3 600 gpd Estimated Daily Peak Flow 0.70 gpd/ft` In-situ Wastewater Infiltration Rate 857.14 ftt Chamber/Unit Area EISA ft2 / Unit # of Chambers/Units 884.60 ft Proposed SAS Elevation Bottom Area ft` / Unit Soil Surface Acceptable Finished Grade EL 4 (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest Highest Elevation9 886.60 893.60 1 889.60 113 883.18 888.60 Yes 2 890.80 111 884.55 889.80 Yes 3 888.60 114 882.10 887.60 Yes 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Total height of chamber in inches. 3. Maximum bury depth as per manufacturer's recommendations. 4. Based on chosen system elevation, and chamber height. Top of chamber is equivalent to top of aggregate. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Version 4.0 (04/03) Jul 27 06 08:15a MartfJo 7154264827 10-1 Mary Jo Hollister W9875 6901h Avenue River Falls, WI 54022 (715) 426-1775 (715) 426-4827 (FAX) Send to_ From: Mary Jo C l~~ e0 u,u i Zcmj AIG Attention: )`E\1 ( Date: 21(o :3KLy 0(v Office Location: Office Location: Fax Number: 3!9' lo - Wo t(v Phone Number: ❑ Urgent ❑ Reply ASAP ❑ Please comment ❑ Please Review ❑ For your Information -7 Total pages, including cover: Comments: /~qJ1, ~S(,~-~TwtX "15 C~1Cir?1~/►1~ Z'`~i..L C.~"LCP/I~'~~~ a ~f3 uiuce_ ~ J ` ~Je May 24 06 01:10p MartjJo 7154264827 p-1 I I Hollister's Soil Testing Mary Jo Hollister W9875 6901h Avenue River Falls, WI 54022 (715) 426-1775 (715) 426-4827 Send to: Rom: Mary Jo Attention: G .l ; p Date: /KAY Q Office Location: Office Location: Fax Number_ 3y(o - t~ Phone Number. ❑ Urgent ❑ Reply ASAP ❑ Please comment ❑ Please Review ❑ For your Information Total pages, including cover. 2- COMMents: `~M .,t~- ~5 ✓Y.. ~ Pte` I <J I May 24 06 01:10p MaryJo 7154264827 p.2 Plot Plan for New Septic System Property Owner 'V1A(1a5-r9ZBr nuiu~ru-25 1"=40ft. Legal Description Lor 1,0 -r2oy v lu-Ac,,F (except where noted) -TOW) OF IROq. sT. CPino COQ -ry. Wk"-k"O.O suJ North LAI 90 ~9 S~ ottt p ti gL 8~•7~ 8q J~ 5 .o ~g J ~ J J 3 ~v ~RoPaSeD ~ L+ BEORODIA ~h a. % Page of5 a~ 0 ~r