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020-1437-06-000
0 CA °� M - o � }� / � ; � � ƒ e■ t 0 ° t f Z% 2 to Q . @ Ti Z k \i 0 \ } c ( o E - , @ « 7 R j § < / � k ] § 2 m c 0 a , a P.P. 3 'D =r S E � ■ � 7 / § $ 0' _ __ o �, m -4 c 0 � � 4 c =� * § § ; n r ■ $ E § CL % . z 0 0 0 [ i/ \ 2 2 2\ � f E § E 7 7 m n - E D a � E § 0 @ / \ j 25' 7 ! § ƒ c N ® f C � � \ k 0 .. ■ 2 2 E 0 / $ _ / z rn ; Cl) � ^ ` 9k cc $ § & \ c 7ƒ % 3 E = g . 7 - _ � ; � \ � � { 0 D / \ Department of Commerce PRIVATE SEWAGE SYSTEM Z ; County: St. Croix A Building Division. ! _ INSPECTION REPORT Sanitary Permit No: 420568 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal it tgrmation 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: Reliant Developers LTD I Hudson Townshi CST BM Elev: Insp. BM Elev: BM Description: cso .1D 0t . a ( C- c Sr s 2"�s�( s 1� 0&0 1 �3� ID (o TANK INFORMATION Id ELEVATION DAT TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic W (A S� Benchmark 5 ( O, O Dosing 1 ' t r Alt. BM 3-52 Aeration Bldg. Sewer Holding St/Ht Inlet 0.f00 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ' ZO t 3a r � � / Dt Bottom �'$� , //� , ($ q � • I r Dosing Header /Man. s Aeration Dist. Pipe f • 7 -c q z '2 4r Holding Bot. System ! • 10 L L- 6. 0s 9 •o Final Grade PUMP /SIP ON INFORMATION /A/0 03.20 Manufacturer Demand St Cover GPI�1 Model Number `7 �Pa3f � TDH Lift Friction Loss System Head TDH Ft 2- . Oa ( X3 cemain Length I Dia. 7 1 , Dist. to Well SOIL ABSORPTION SYSTEM 9 - ffEqW EN ' Ci3 Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DI s 3 SETBACK SYSTEM TO P/L IBLDG IWELL LAKE /STREAM LEACHING Manuf� rer: INFORMATION CHAMBER OR yL Type Of System: r / UNIT Model Number: V • Zb y '' 81 ) 1 � DISTRIBUTION SYSTEM �-E-o C,- P L� Header /�Qanifold Distribution x Hole Size x Hole Spacing Vent to Air Intake .lr t1 Pipe(s) Length Dia I Length Dia Spacing 6" 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 Yes No ❑Yes ] No COMMENTS: (In Jude code disc epe cies, persons present, etc.- Z Inspection #Jr� Z ,3 Inspection #2: fV�,l/�ff Z Location::, 1 oss Road H dson 54016 (SW 1/4 SE 1/4 T29N R19W) NA Lot 6 Parcel No: 1.) Alt BM Description = fthq 2.) Bldg sewer length = 2 r v - amount of cover = d, Plan revision Required? l jkl Yes ,No Use other side for additional information. SBD -6710 (R.3/97) " 7 Date _ (► t S Insepcto r's Signature Cert. No. ru: 44 l vD J4 rrlA it.) Jrfa 4160 ST GRX CO ZONING IQ1441 Soky Md M7 201 W. p Av l.Cl _ �� (ft R � matt of c amnlenre (" �Q SlO Z Sanitary Permit A" ��yy AM rML 4s acasat +iw Caraw ss i f.Ma. A+g p z ! �L eta, L/ way to WNW feaeaaatlyta.�a.astri,naey .ts.egtX,a) L A M lab b" - FWn Pr" AS r , 0 9 �p J E.� �V C. �UNT'y ,� wrdieas _ z* "aft"asho 5 5o a — aS I U 1 163L T 121A It R i �+' 1 Z2�A n'�e it�eUadt ai! l�aA apiy) .r T fk �wwaiaR- riaaalrnr �tsedr�Mr c . f t�t+t�Sit.at,ar 0 O sew onw _, r Z Oc�r V to agds of o y� v� e �. 7}�e rt sstb Mss iae �r tie A. Mia � it a�iiarliy A s D avbwom symm O lwMbMA"k" Tat RwM=w oafr D odw au*§.b. Usdaks sp. IL ❑ IAA learmaa� Panait PAWA rags Lire cw. ©r�T «w. 5 ` Demme 0 1 asawe 217 L. F%W*W o ftw O / w .rrovrr f� ON OW MM*d isdlswod d Mwa# ;1s ia. of Wft sk sail 0 sMoW c H WL a M*J 6k soil O AA- d D !ea Saa !Ma D. owawomw wood 0 traewtw ko0m as 0 Tmk D rM rdW 0 Awobk TMW M W VM O R«ircuiri„t SW4 Rk ❑ s t ier. tit.. 0 aw*w Dom las 0 cow > V. M 8 wn nsufto Am lwbwmatw - Dod,p r—wo Dw�p sw Appawim NAWN40 t1 1 &.= ttle 00 7 g s~r TCOV( W. r age U& + is 'real )am" sift F Mastic owloa. Oak" of uti" Ce awe c+oa vaw cue, -y4- 1 :zsn I N-11111-1—pelk:& /(rnmN I - �r 1 Twwaea Uei� Y1I. _ re Ar !Ac Io'fY><S aMwa N qs asti�aMi T 'a llM�s 'a 1Brsiatas tBese PlowDc� Ilse VMMMU o 0 0%v•• c:•ep tteaaoa te. .. db l0 IX. caatfaar ti gor Ok"raai 11 .3 610 3 U ffC 3lv a Ceyc kln w �� u..ea►ne�a�rn.«1. .»f.�,.r,. SBD -6398 (R. 08/02) sK tqo L�1mt,r, D sus r 102.0 y44h/ �- �. 3 7 �►� - gip fa! �,�� l to ©•c �. p hv� f �w. 'la" � �t t �4 l ol,7 � _ \ Deb C. ,_ . _ . _ _ _ _ f __ �, r lS�BNS?N�G,Q.PUN &USY ]I� NORTH LINE OF THE SOUTHV4ES7 .ONED AG -RES 0 KERN(K & -- QUARTER of THE SOUTHEAST A ►-� A n 1 T'` _ 1 1 ^ 1 ([ QQNLN - @9SJ QUARTER SEC. 20.-4. 29-_N.. R. n�t� ! Y L 'I I?�'� r I I--, A n n 1 - - -- -- - 1- L1111 I \ ' .--- 392.46 66.0 " ' — \ 50 50 22 V jz d m f I In 104459 S.F.' 2.398 Acres 33 r • 3 _ � 1 50 � / 50 ' , 394.71 N ( \ zk s2 `1 w 3 3 1 g. (,, 11 406 F. � g N 2.5 cres ® \ m \. _ J� cL-- % 97093 S.F. `\ o 1 ':� ��„ W . e�b a i s 50. 2.229 Acres 230.02 - 1 33 420.37 33 (f1 - i 50 43 4.5 19 3 N I ; _ 50 108434 S.F. / 105836 S.F. o , �j 2.489 Acres t i 2.430 Acres N (85848 S.F. 2 � zAl 1 N N.B.P.A.) ILA 461.58\ i C, r` . < 1 tQ1,► -'' w .411.77 i 3 5 \ 2 1 B 132441 S.F. 20\ `- � 3.040 Acres \ \ 91498 S.F. / 1 2.100 Acres o (83782 S.F. 1 FROM :RELIANT HOMES Ltd FAX NO. :651- 731 -3264 Oct. 2B 2002 04:25PM P2 • Oct 2�6 de 19.08p a(.ILVlti POYCRO 716 -248 -6126 r+.2 iT CROIX COUNTY SEPTIC TANK MADnV4ANCE AGREEMENT AND OWNEMW CBRTMCATEON FORM own "uw I `a i Meiling ASS { I S ftDpdrr Ad*= 6 W r — P "Y A'%si CRY rl"t: Pareec JdwAsitm ,0aQ W&AL DI"C ,r th..^,e. S P c . 2Z Propmy LwA iotlSu— S � , 22 `.._. K, /., SMJ2 T�N t_L W, Town of -:kL ASQ Snbdirisioo S . Lot � Ctatted Surrey Map, Yotume -- ---- -- Page # w trmwty .treed # �D �� _ vahune �a 3! , Paw - -.2_L . • spy hDt= 0 yes a no W hats idetrtiftable C'yw © no aaesa ar m•• �t�eeisiop� , �earol+os�e..�ne,,.rroper a n o dwsepic test ever!' dsm I� w aooaar: jf wand br a f cve d P 5 � y" tw h" the a�Cm ww& " $ ssw in dre WAM d voml a mt ate: aptxs t o onbm* W St Cto& Zwi t� D s oee as � ,i by *a awsw m4 by a f1 's pre" a Pdaievar s rwew�adpwr'v.erit}i� drat (2) the w site wasle++atmd"igrDSSI dad patapin* ). is kat fts w JIrT atsa$e. bm teed Ile misuse a.d 4 s ,4:W a w dte airndardi ss sot by die qf wia ft sf MWd Sraee of t�tiseaataia OraliStaidoo Arrr ar lrow � tttwr be eoapineiaM rzttaaaed to the S"c t:'�aic t�e�tabr 7 eMfiue .ritbi. 9A T[AtB rJtP A!'ELtCAt+rr DATE dtq I ( We) O *d at w w ttira toga are an w toe bat at my (aw) bwv4tft 1 (am) so (a &C OWW(s) of welee of a dead "Corded is leggsw of Oecdc oftxx. ttAtH OF Al"jlr 4Nr [.,,.. DATE �� XAyYdC i1"M ttl� ate: i UwWd vantay dew troro the Rteisw of Dcc& Wrwe a tpp7 0l �c cnrlticQ sar+acy y( ys taada io tUe W2ff Wy decd POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pa of FILE INFORMATION r�r%O� SYSTEM SPECIFICATIONS Owner c` C* �� �\� Tank Manufacturer W 0 NA Permit # eptic ❑ Dose 13 Holding vol. 5 0 gal DESIGN PARAMETERS Tank Manufacture b - " ' evs ❑ NA Number of Bedrooms ❑ NA 0 Septic KDose 0 Holding Vol. _75b gal Number of Public Facility Units 0 NA Effluent Fitter Manufacturer z 0 NA Estimated (average) flow b L7 aI /da Effluent Filter Model Design (peak) flow = (Estimated x 1.5) 0 al/da Pump Manufacturer & uo 5 0 NA Soil Application Rate gal/day/ft' Pump Model �c.9 Standard InfluentiE Monthly average. Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L 0 NA ❑ Mechanical Aeration 0 Wetiand Total Suspended Solids ITSS) 5150 mg/L 0 Disinfection 0 Other: Pretreated Effluent Quality Monthly average Manufacturer Biochemical Oxygen Demand (BOD 530 mg/L Dispersal Cell(s) 0 NA Total Suspended Solids (TSS) 530 mg/L NA X In- Ground (gravity) 0 in- Ground (pressurized) Fecal Coliform (geometric mean) 510` cfu/10Um1 0 At -Grade ❑ Mound Maximum Effluent Particle Size Ye in dia. O NA 0 Drip - UQe 0 Other: Other: 0 NA then. ❑ NA •Vakmo typical for domestic wastewater and septic tank effluent. Other ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency inspect condition of tank(s) At least ones every: 3 ❑ month(s) k ar s) (Maxknurn 3 years) 0 NA Pump out contents of tank(s) When combined sludge and scum equals one - third (Y3) of tank volume ❑ NA 0 When the high water alarm is activated inspect dispersal cell(s) At least once every: y ear(s) month(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: ) ❑ month(s) 0 NA t ar(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) 0 NA ears) 0 month(s) Flush laterals and pressure test At least once every: ❑ year (Is) ❑ NA Otter 0 month(s) At least once every: ❑ NA ❑year (s) 0 NA MAINTENANCE IiNSTRUCTiONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer, Septage Servicing Operator (pumper). Tank inspections must include a. visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one - third (Y 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 NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (2/02) Page y of . ce of painting Products, solvents or other ' START UP AND OPERATION tment t for the concentrations are detected For new construction, prior to use of the POWTS check ties a the soil dispersal ce Presen lltsl. if high the treatment process and/or damage chemicals that May impede servicing o perator Prior to use. have the contents of the tank(s) removed . by a �� at the infiltrative surface. System start up shah rwt occur when soil con we frozen wer is restored the excess tanks may fill above normal highwater levels. When Po ulting to the backup or surface During extended power outages Pump c�itsl � one � don and may overload them res have al tank removed by a Septage the to assist in manually .Operator prior diapers wastewater will be discharged to the contents of the pump the pump discharge of effluent. To avoid this situa c� a Number or pOWTS Maintain y op a to restoring power to the effluent pump tank. controls to restore normal levels within the and dispersal pump compact, the area �q pa not. drive or park ov er. or otherwise disturb or comps Do not drive or park vehicles over tanks i absorption area. the life of the within 15 feet down slope of any mound or at -made of the following from the wastewater seam may improve the performance diapers; disinfectants; fat; Reduction or elimination c am; cotton swabs; degreasers; dental floss; c ii butts; s gasoline; gre ase; herbicides; meat scraps; medications; oil; POWTS: antibiotics: baby wipes.; � frui and vegetable P�^g foundation drain (SUMP pump) discharge; softener brine. ns',d water painting products; pesticides; sanitary napkins, tamp° # shah. be taken to insure that the system is ABANDONMENT When the POWTS fails and is perm a a c h a pter pter Comm 8 .3. Wi cos � Adi"'nistrative Code: property and safety abandoned in comp u ings sealed. disposed • AN piping to tanks and pits shall be disconnected and the abexrdo pips °Pen operator. disposed of by a Septage Servicing P • The cone of all tanks and pits shall be removed and property • After pumping, all tanks and pits shag be excavated and removed or their covers removed and the void apace filled with soil, gravel or another inert solid material. CONTINGENCY PLAN been, or must be taken, to provide a code compliant if t h e POWT3 fails and cannot be repaired the following measures have replacement system: be utilized for the location of a replacement soil absorptio A suitable replacement area has been evaluated and may l�t B inge area will The lace ement area es and we ea should be Protected from► disturbance and compaction and should not be infringed up system and proposed structure" lot linlls. Failure to protect the rep t area. Replacement systems must required setbacks from Wdsdng evaluation to establish a suitable replacemen Y result in the need for a now sort and site comply with the rules in effect at that time' due to setback and/or soil limitations. Barring advances in POWTS E3 suitable replacement area is not available technology a holding tank may be Installed as a test resort to replace the failed �� not been evaluated n identify a nt area is available a holding tank sable rep area. Upon failure of th pOWTS a soil and site L3 The site has rforrrlua a locate e a suitable replacement area. if no replaceme evaluation Must be Pe ace the failed POWTS- may be installed as a last resort to e in place following removal of the biomat at the Mound and at -grade soil absorption systems may be reconstructed with t h e rules in affect at that time. infiltrative surface. ]Reconstructions such systems must compN INSUFFICIENT < <WARNING> > TANKS MAY CONTA�I LETHAL GASSES AND/O DEATH MAY RESULT.. O)Cy CUE OF A SEPTI PUMP AND OTHER TREATMENT UNDER ANY GIIRCUMSTANCES' ENTER A SEPTIC, PUMP OR OTHER TANK MAY BE BE piF PERSON FROM THE INTERIOR OF A TANK M DIFFICULT OR IMPOSSIBLE• AppIT{ONAL COMMENTS l�?iN'TS MAINTAINER POWTS INSTALLER Name N phone me �S Phone TORY AUTHORITY LOCAL REGULATORY F R) Name phone O a and Wauehara County Zoning and Sanitation agentaies in compliance with This document was drafted by t iakewis n�Adminisuativs Code. chapter Comm 83.22(2)(b)0)(d) &(f1 and 83.54(11. (21 & (31. 1327 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. pending Please print all information. - eviewe By D Personal information you provide may be used for sewnda® 15.04 ( (m)). Property Owner 1 1 f � � [ =� Property Location 2 Reliant Developers LTD Govt. I ot na SW 1/4 SE 1/4 S T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name o -- 9900 Valley Creek Rd. Suite 135 na Kelly Estates City State Zip C de Ph Tlt IF-ICI -. City J Village 0 Town Neares oad Saint Paul MN 1 55125 1 651- 731 -3174 �- Hudson Ross Rd. 0 New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement J Public or commercial - Describe: Parent material outwash plains and stream terraces Flood plain elevation, if applicable na General comments and recommendations: System elevation 100.15, trenches spaced and epth to code 3.00ft below grade. Boring # Boring 16 Pit Ground Surface elev. 103.15 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sit 2msbk mfr cs 1f 5 .8 2 8 -17 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 17 -26 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 4 26 -96 7.5yr416 none ms osg ml na na 7 1.2 a Boring # Boring t/ Pit Ground Surface elev. 103.15 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 10yr3/2 none sil 2msbk mfr cs 1f 5 .8 2 5 -11 10yr4/4 none scl 2msbk mfr cs na .4 .6 3 11 -96 7.5yr4/4 none ms osg ml na na 7 1.2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <30 mg /L and TSS < 30 mg/L CST Name (Please Print) i CST Number David J. Steel � 248956 Address Steel Soil Service ate Eva Conducted Telephone Number 1564 CR GG, New Richmond, Wl 54017 5/30/2003 715 -246 -5085 • Property Owner Reliant Developers LTD Parcel ID # P ending Page 2 of 3 3 ] F Boring # Boring f Pit Ground Surface elev. 101.75 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none sil 2msbk mfr cs 1f 5 .8 2 8 -18 10yrG /4 none scl 2msbk mfr gw na 4 6 3 18 -24 7.5yr4/4 none sl 2msbk mfr cs na .5 .9 4 24 -96 7.5yr4/6 none ms osg ml na na 7 1.2 F—I Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F—I Boring # - I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <_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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST - POWTSM Reliant Developers LTD New Richmond,WI 54017 Lic. #248956 SWl /4,SE1 /4,S20,T29N,R19W Bus.(715) 246 -6200 Town of Hudson, St Croix Co. Fax (715) 246 -9372 Lot 6 Legend 1 = 40' ♦ =Benchmark Ele. 100.00Ft Top of 1/2" PVC pipe • = Alt Benchmark Ele. 99.55Ft Top of 1/2" PVC pipe ❑ = Borings Boring Elevations , r B 1 = 103.1517t B2 = 103.1517t B3 = 101.75ft 3� 33` r 2 3 t—o+ VQ- i M-ro" Z�� ( { EZ1203H a f� d 2 ���} Of i } } }} .r f j .. ^y� ; p Tr v w r. 1 i •w• _..,'yvr • 4$yr • t • h • w • i 1 • • •ww A �' c �..a �„ s ° vv w „ >�• a�rwwsq' v•iwww*.tx ww Gj 1 4 w•le3w Tw• ww•• vrr� / o / 1, - -fix (j 3 t �^g r I ..r Y Vnedl �'osr #�dGBa�ad rr� �t otume per (Ira • alf €_ Sidezwg; a a cad ,i. f 4 4�an ,';�'•.Pi' z tl { {? 4 F �.sn "` .%, 1:E "YlltYm — d A I R I !'2_`s faj t, _ t malttre§eIr Wmn*teart' ararx a f } .i 6.? a }= ruca) �rl s+ +4re� r x+07. Interl'uce .- "--"'— t 17ez a. " f i -.S'?d 4?,2 } 4 .'d Yf}If4fip}S $3} a as#cfC cyleralcs L ea, P r °.ilclod T r 374— i r rgc6 Arr. r ar�rw� {{ lies�h! w 12 in ` '? I i a '�utr voiurra;� at �`ui'rtx�n C+Ctw t ecc esiorx}era x j awz as Ht7ticadsa = 'I Sq.FI. f Iixt'fi Boat ".,� i_6Ffas it ,., 35 in. = . 1 3$ I _ r tiara �lirc a Pr0j"ted T're susalc laorsr+xr� tuk, p f rrs r #r? �t;ard kdyturra,� � s.t19 Sy.Ft. I f > ocai aid volume 1 9A 2 C1.4p # t D$ ft' < a8l�x CE rte 11.235 t?.1OS € per h -_ . Y r �$ .3 c.:Ixat J, 1 I � a!I us er I?>ataar ft. a � i t � t i f a ! F ^ to ,I Tren i tttt } Rtrt c ` D i Group Dak E? t CB' � ,� rax v { 13_97_01 1 I _ ...v w. .w i♦ y LW/14 414114 I ULl% Vl \VJJ J,L I. A4Val M .�i A �— ��• 4" CI VENT PIPE 12" MIN. ABOVE GRADE 8 WEATHER PROOF 25' FROM.DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR - INTAKE WITH CONDUIT MANHOLE COVER 4 CI RISER W/ PADLOCK E 6" MIN. WARNING LABEL ABOVE GRADE ""'_.�`" '" ....f- 4 MIN. 18" iN �s INLET t j 1 ' 'WATER TIGHT SEALS GAS. �' TIGHT 4 1, A�� A SEAL APPROVED CI PIPE ' I i ALM JOINTS W/ CI 3' ONTO B PIPE 3' ONTO SOLID �' i , ON SOLID SOIL C , SOIL PUMP OFF ELEV . ��, FT. ----- Off RISER EXIT D PERMITTED ONLY IF.TANK . MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE �. TANK MANUFACTURER: NUMBER 'DOSES PER DAY: TANK SIZES SEPTIC 1 GAL. DOSE VOLUME INCLUDING DOSE - 75;,p GAL. FLOWBACK. /`' GAL. ALARM MANUFACTURER: -54 �1�¢e'�r,c� CAPACITIES: A = I INCHES = -96i GAL. MODEL NUMBER: aw Im . SWITCH TYPE: B = 2 INCHES = 3 GAL. PUMP MANUFACTURER: OLiml C = 9 'X INCHES = /`f O? GAL. MODEL NUMBER: p r SWITCH TYPE: -- D = 11_3 INCHES = i/, GAL REQUIRED DISCHARGE RATE 33 GP /9' PUMP 6 ALARM WIRING AS PER ILHR WA( VERTICAL DIFFERENCE BETWEEN PU P OFF AND DISTRIBUTION PIPE /a FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . ... . . . . . . t o 2.5 FEET + _� FEET FORCEMAIN X 3. 3-TT /100 FT.'FRICTION FACOR 4, S FEET TOTAL DYNAMIC HEAD = FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ; WIDTH ; DIAMETER LIQUID DEPT f - Goulds v • r � • � �Q� iC! � (� , t� Effluent Pump 388 APPLlCATIoNS • Overload p most smooth operation. Sl"' can be operated continuously Specifically dksigned for the be provided in starter unit, bronze impeiter available as without dame. following uses: • Shalt. threaded. 400 series option . , . . •Homes stainless steel. ■ Bearings: tipper and Farms • Bearings: ball bearin ■O ng: fast iron volute lower h • Trailer courts g type for maximum efficiency �y duty bag bearing Upper and lower, 2' NPT disch construction. • Motels • Power cord: 20 toot ada n Power Cable. Severe duly • Schools standard length (Optional fdr slide rail systems, rated, oil and water resistant. • Hospitals lengths available), ■ Mechanw Seal; SILICON Epoxy seal on motor end • Industry Single phase: CARBIDE VS. Sa m E provides secondary moisture • Effluent systems % and % HP —1� SJTO CARBItIE sealing faces, barrier In case of outer jacket with 115 V or 230 V three Stainless steel metal parts, damage and to prevent oil SPECIFICATIONS prong plug. BUNA N elagomers• wickft. Pump • i'r1 h HP —1413 STO with ■ Shaft. Conrtslon resistant ■ t'l-rlrrg: Assures positive bare leads. stainless std• Threaded ng against contaminants • Solids handling capabilities: Three phase. Seali %* maximum. • i4 -t h NP — t 4/4 STO design. Locknut on three and oil leakage. Phase • Discharge size: 2- NPT, with Dare leads. On CSA against oriels to guard • Capacities: up to 128 GPM. listed models — 20 toot on accidental roverse Wi AGENCY LISTINS • Total heads: up to 123 feet length SJTW and STW ■Motor: submerged in TDH, are standard, ftnas t° amft* Assod e0° • Mechanical seal: silicon high turbine oil for carblde - rotary seatlsiucon FEATURES lubrication and efficlent heat UL undewflers to M111 in earblde- stationary seat, Sop transfer. series stainless steel metal t Impeller. Cast Iron, semi- ■ Designed gu C parts. BUNA -fit elastomer& Open, non - clog with pump Operation: Pump ratings are • Temperature: out wines for mechanical seal resin the MOIir Marwtafwer"s 104•F (oft) continuous protection. Balanced for recommended working Omits, 140•F (60-C) Intermittent. • Fasteners: 300 series 'ETM fm stainless steel so Capable of running dry xs sERIM 3W without damage to °° vat SIZE W SOLIDS components. m e VAPAIDUS Motor 20 ' Single phase: 60 ~ •K"P•115V.2WV,230V, _ 60 Hz, 1750 RPM; HP, ,s s" 115 V, 60 hfz, 3500 RPM- 40 HP- 1 1% HP, 230 V, fit? Ht, 350o RPM. 10 ao •B urt-in overd with autorrafiC reset. ' Class B insulation. Three pha � • HP —114 HP 2M'2301 460 V, SO Hz, 35(10 RPM, ° ° • Glass 8 lnsulatlon. 0 to 20 30 50 60 70 l � � 90 tOID Yt0 120 t30GPM to (995 Ps •�� GOUtQS Pum 30 marh ' ` � � CAt'RC,tTY ,O• �. tJ1�� Effective May, t995 k n-c LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF HUDSON COMPUTER NUMBER 020 - 1059 -90 -000 Parcel Number 22.29.19.228A OWNER NAME: First Last RELIANT DEVELOPERS LLC PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 22 TOWN 29N RANGE 19W %160 SE 1/.40 Line Description Line Description TOTAL ACREAGE 28.260 PLAT LOT BLK 01 SEC 22 T29N R1 9W PT S 1/2 15 02 OF SE1 /4 COM S 1/4 COR; E 16 03 304.5' TO POB; N1319.72' TO 17 04 N LN OF S 1/2 SE 1/4; E 18 05 940.53'; S 602.21'; E 19 06 175.81'; SBDEG E 230.88'; W 20 07 205.18'; TH S 491.86' TO S 21 08 LN SEC 22; TH W ON S LN 22 09 940' TO POB EXC PT TO TN RD 23 10 928/634 EXC PT TO PARCELS 24 11 DESC 1106/96,615 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit 05/23/03 FRI 09:34 FAX 715 386 4686 ST CRX CO ZONING (a 001 l Vi sco nsin s. W tip i ea . O . B C ox arrar 201 9 Washin Bo Ave., P.O. Bws 7052 J r Maduo0. WI 53707 - 7082 Sanity Pamit Number (to be Wed is by Co.) pe "ent of Commerce (60) 261 -6546 S Sanitary Permit Ap ' r ' ate Plan I.D. Nun r Ia Steeled arith Cantu $3.21, Wit. Ada. Cody is S b+ct� ?PAY be and far.eeoadaey purposes Privac Law. .t Project Address (i d; arms time mailing addnr 1. AppH as a In rani" - Pkww trta AB IaforAa M 2 3 200, "! � i ' `A- 7, 9 \ e Lnrz� Q t'.Ilr,�' - 1 er's Name Parcel tt La S Block 8 Property 's Matting Address v Lotui 00 ��e Su SW .'..� Ciq, Swe zip code Phase Nutaba GUo T IL TV" GEBV di dwek ctrl thatt apply) 1 or 2 Family Dwelling — Nwnba of Bedroom I�/ diari ' Nate TobudcaasaKroid Daocrle F 13 State Owed — Use _ mMg -f (j z AA 11I. Thm of Ferarits ( bark wdy o Do= oa ' A. tr line Rif appliak" A ' S yBara ❑ RepUe ❑ oay 0 other Moditmaeea to Be a - � z . ❑ Permit Rmewa) o Paaait Ravisga ❑ (cgs of O Permit Ttstutet a Lie Pravipua Pamir Natraber a (need Before 6tpirotiw bmerbtx owner s (o�S t1 , IV. of POWTS S Cheek mmq the }yr Non - Ptandnd b4touod d Masd>_ 24 in. oiauitabk sot 0 Mound <24 in. of soil 11 At- (trade ❑ Single Pass Sand Film ❑ I COOSavcled Wetland 0 Pienwissd b4hound ❑ HoWiag Tank &'15rGmd. r Filter ❑ t Tlatmeas 1>Ais ❑ RetutuMung Sand R11a ❑ Reraramb liq 5ymhs6e Media Filter ❑ !.**thing Chamber ❑ Drip $Pipe ❑ ONta (aaplaio) V, DispertaUTreatment Area Inf6ra ation: D sop Flow (00 Design soil Application Rat e(tfs) Diapats.t Aran (aA t� Ass. Propaod (:t) System Elevation o 1 7 1 8s7 �tx)x 1 9 44. V1. Tank Into cgracity in Tout Natnba Site Steel Fiber Plastic armor Galimrs of thtita Queue coasirutiod Glaze New fai.muq , Tale. Tales it.Mw%Turk l !- • a •Q a^S C' At Aw Twe m a Dming 0ember VII. Respow1bWay Stefemm 1, toe aadere %W, n b5ky for d the POWTS N the attaeht4 ple Fhmtber's New ( n we- P s Si umber BB j �rn Phase Number ' e Phanba's Addren (Saaet, CMY. Sate. Zip } )9 ( v�h �.u. t (�`iC S Vpl. rtawrl Use Onl P ermit Fee (' Urmlmdwatee Date 3 (N ) ❑ Di..pp�d SUM-how Fee) a 03 ❑ O-Tw Gi tm Reason for Denial IX. Conditlop of ApprovaUReatsoas far prowl rack t..apirie via" its do CaatMr ads► t r 4m ryNew aaa t eat br wr asR s t t tacsna 1. ria SAD -6398 (R. 08102) EZ1203H r ♦!!r rJ�n+ •rr } }} r }} 4.62511 !} T! } r Tr ♦r ! t r ` T I/ pp pp Iry T V. L'11C. = I0.p4 T!!TS } ! T V V O!l TTT} Tw w T lrr }TV }r } }P } TrTl wwwTlor VOW r. T Or� r • a 24 Bottom 36 I2 -I/2 7JIA. (typ.) Void Codr-7ef is A W" gives at 57.4!6, --�swf 1MIE&M Arcs O.D. ord° � Fs P* - 4.625 in ' ede inches S waFl (2 SidrwafiS) � � I8.84itt Void volume per Iif�ar ft = 3.14 • { _ f 25 iw 1 = 3.14 l 5i l ft j • tff - 0.117 fts O.D,'rom Bottom tt1 � cylirptet = 12,5 inctres 2.00 Total Solt Interface Are i Vold volume in a Aga$ of cent" e3'Wider - 3.14 3..i tTSbt _ ` 12ai/ftj - 3.14• __ _ . -A22 R+ 5. /-0 SQ. ili�lft D.D. ofoutst{e eylinden - 12 ioehm Void valum� in Oxide cvt' crs = 2.3.t� bin P" ecter! Trench Arc, md (13ierlft�`••STa„.901 W Sidewall Height = 12 in. •2 Void volume - 2.00 S4.Ft. at bottom between cylinders - 24 m bw Bottom = -- bin } 36 in. = 3.00 Sy-Ft. �tlinlfl t2intft 3t Projected Trench AreaI Void votvnnc at owsitic bottom cornets (1/2 of void vo S•� Sy.Ft TO void vottmu 0. - to1 1�etwcen cytmdersl 0.2 t 5 ,` 2 = '108 1'N 117 + 0.422 + ().go, + 0,215 * 0,108 = 1.763 Gatton�,s pc R= 1.763 X 7.45 - i Qebu h E h +' O 36xto SC) i Ep �, Aggregate Trench Syste EZ1203H Rinq-. Industrial Gr,, 65 Industrial Park Rd, Oakland. T?q -18060 SCALE fR£ EIt2p3M.rst SHEET: t t 17-27-01 i i 701 W. P.O. DOR 7163 l�reo�, W1 33701 - 71a Stee AdiNe D SS of 'fi ce / — �!r S eg perm ft 4ZO sag 1n,r+osnt atb UM. Wtv. MAL Cale, Pasoaatidbe wdmyaa PRA {] Cho& it sa ieim is aeei Ot striae PW LD. M obw L A eailw iftnMdIM - pftm Fww All hihm Aw Prsoet Iina�ar 020 ^ /O S9- O Cab, 00eee7 � �• �- Y oQd Lot OT ctar. Sss �► Prnre INN ( tina6ae cm S s /as IL Ty" efsopmwg oft* is ow SWW .rs orc or 2 Fauft Dwdit - Nmbw of 9NOWDOW + pv Mrss p - Dareatbe tine `E O mm O+rm Q v IVL *w �[ Peewit+ mob' + i iie � a ile f lrrr CasaiR sae A. ! llaw 2 p 1Arpir=rat 3 [� d • T'� Irrosd i. Q Clads >A 9ede - 1 PMasir P+w bend Ws�Rier IY. et Fitters >i! ttltet is Ar iMaEad nae) M k l liew - Mawaind 1*43k d n(3 Nsmd 47 0 gad 140 0 Comwmmd Wsiead 2i p Pies 41 Q Nddit TO* 48 ❑sleds Pbe Sl ❑ D* Lim 43 o A& -G=io 46 AwWft lmmm uai< 40 0 3Q a oaMr a pl Go' U�;t �■r =wow Ara Aces aott Anftmdm } ' tPmplad , s7 3 a � 9 � n �`� +q g 1 e 9" [ vL 7ildrit iiPn 7 Berl >ctss�r Prstldl comomm d t� 4iless d'iaeiis Ucae�aee Irw �tr1eR I61RSaTirt ' t E> Ifb ger>tR R'Meediar Y& !- P. i !iw K M* row= law w Ike ailr�eW s till ' rK rlreba tlsrirr Pleas llaalar t m*Ws AftM Obook a4• Stites. MP Cade) 5y"k �: ��G v1 vm um Dr bond 6pili (No Stsavµs) ,R 0 P � Ptie tirerles da. � Ounet rOtoe� bidet Adwesa Il l / Dweriwtes � EL � C�Iw�llas of A Vt� wm Nr bbgvn d n / FIu,�_� �� igsfw�a rwre►e. _ � 4mr ft nr O il(111 t _- _ ID , q r I f l I I I ! I t q is � , t i I I i I I 10' : ---- I i , I ! • I � I 1 i i � I � i .4-- � - ;� j I I i .- —; I 1 1 I , ! mil! ! d R I I I 1 i , r : I I I i O I f , i I I � , i I : G1 I � I : i I i I I i R �aE� { P lot V, V 4 0 y1 - r - Q co �C� _ �t�A 1 © �o,. rp z .i4 P� '!ice ^ � �, I� mil° g o, 9 QP� wad _ { �'. ` �. I __ ___ ;; ��__.. ' �1.. _ :__ _..._ _ I '... _. _ - .. . ! � ', '.. ... ... _.... 1176 ` y Wisconsin of Commerce SOIL EVALUATION REPORT page 1 of 3 Qivision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Crob( include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Pending Please pr infonana0n -�!.--` - y ?�,� awed By Date Q/ Personal information you provide be used ivacy L , s. 15.04 (1) (m)). Property Owner i Property Location Reliant Developers LTD ) € i c Govt. Lot SW 19 SE 1l4 S 20 T 29 N R 19 W Property Owner's Mailing Address ' ' Lot # Block # Subd. Name or CSM# 9900 Valley Creek Rd. Suite 13 6 na Kelly Estates City W od 6u ^y Stat Zip Code: PhoneNurht L _ City Village Town Nearest Road MN 55125 651 - 731 - 3174 Hudson Ross Rd New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material outwash plains and stream terraces Flood plain elevation, if applicable na General comments and recommendations: System elevation 94.20ft , trenches spaced and depth to code 4.75ft below grade M A Boring # Boring Pit Ground Surface elev. 98.95 ft. Depth to limiting factor 96 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft` - Eff#1 "Eff#2 1 0 -10 10yr3/2 none sil 2msbk mfr cs 1f .5 .8 2 10 -19 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 19 -27 2.5y5/3 f2f 7.5yr5/6 sicl 2msbk mfr gw na .4 .6 4 27-45 7.5yr4/4 none sl 2msbk mfr di na .5 .9 5 45 -96 7.5yr4/6 none ms osg ml na na .7 1.2 S4 /�j3 Boring # ' Boring Pit Ground Surface elev. 98.95 ft- Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ t "Eff#1 I "Eff#2 1 0 -14 10yr312 none sil 2msbk mfr cs 1f .5 .8 2 14 -28 10yr414 none sicl 2msbk mfr gw na .4 .6 3 28 -39 2.5y5/3 f2f 7.5yr5/6 sicl 2msbk mfr gw na .4 .6 4 39 -96 7.5yr4/6 none ms osg ml na na .7 1.2 57 15 3 Effluent #1 = BOD ? 30 < 220 mg /L and TSS >30 < 150 mg /L Effluent #2 = BOD 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel : �? 248956 Address Steel Sal Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, % 54017 10/7/2002 715 -246 -5085 ti property Owner Reliant Developers LTD Parcel ID # Pending Page 2 of 3 3 ] Boring # Boring Pit Ground Surface elev. 97.55 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 'Eff#1 *Eff#2 1 0 -12 10yr3/2 none sil 2msbk mfr cs 1f .5 .8 2 12 -24 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 24 -35 2.5y5/3 fl f 7.5yr5/6 sicl 2msbk mfr cs na .4 .6 4 35 -96 7.5yr4/6 none ms osg ml na na .7 1.2 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 *Eff#2 I ❑ Boring # 2 , j Boring a Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft *Eff#1 'Eff#2 * Effluent #1 = BOD $ 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD -i..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 Page 3 of 3 STEEL'S SOIL SERVICE David I Steel 1564 Cty Rd GG CST - POWTSM Reliant Developers LTD New Richmond, WI 54017 Lic. # 248956 SW1 /4,SE1 /4,S 20,T29,R19W (715) 246 -6200 Town of Hudson, St. Croix Co. (715) 246 -5085 / Kelly Estates lot 6 / This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for ��V your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the soil test was conducted. ,.egend 1 = 40' IP Benchmark El. 100 t 4T of 'h "pvc pipe Alt Benchmark E1.99.45Ft Top of 1 /2" pvc pipe ❑ = Borings Boring Elevations B1 = 98.95Ft G J � B2 = 98.95Ft B3 = 97.55Ft B4 = 00.00Ft jQ -7 -o (3 6 7 ror 5' I �o /0 17 230.�2 ti. lo-- AFAWP1, -& MIASI NORTH UNE OF THE SOUTHWEST IED • AG- RCS 7 QUARTER OF SOUTHEAST " Dom BBSJ QUARTER SEC. 20 2,9_N., R. 19 1 l nom' � ny-T 1T� C �- ^ -T- _ A r\ r i 33 Trn 33 .L!, a.�-J S' — ' -111 I -- 392.46 \ 50 6 0 50 '~ ``5aa'\ 224.94 s;• 61 00 i \ B 5 I \ 104459 S.F. 2.398 Acres, 33 3. , - 50 10 2.4 394.71 112406 S.F. 2.580 Acres 97093 S.F. o \ 2.229 Acres 50 sue. m j + (Co 7J 230.02 - u` 1 420.37 M._. 50 I /26 4. 2] ` ,43 ` 66 3 108434 S.F. ` \ . 50 2.489 Acres % 105836 ," '� N _ - (85848 S.F. Acres N _ y``✓ / 2.430 �` _ © � N.B.P.A.) 411.77 4 � 3 \ 59 2 , 20\ f , 132441 S.F. � 3.040 Acres :� N r '' \ 91498 S.F. - / 2.100 Acres (83782 S.F. N.B.P.A.) ® \ `` r _ t ter Vie , Ke +1310 D Us . e * x I� a 76. -- - .,., ! OPen bft c ♦ F . v Wked at u �ovide s he su rface. vide leas" n 'blective is t o aunt ttre.l desi gn Pro is ant o apJllary act o i rl t° allow efflu n bOtto and =hiev� by C° n all directions. ?7tiso flow via SPEC /FICj4T )ttorn with a binin9 the has been °n8 r a wwwo � � : t raditional L �► Prome went }de ne5 of louvers alo , ope e �...........7 , Unit I aloe the fWj l h flows un the sides. .._...... _.3q• �" .... . .34" ...7 " to 6 design h of each side. �Pacted + 0ht ...........14• !' .......... to allow ef The louvers Invert ........... ....g i Hei 0t ...........11 • _ointo backfi11 ent t O Pass into the �� while preventi a of elthe invert ......•--..6.5" chtarnb ng it from � QMC d and �. wh* test of is �.., ' 1p 2 afled ver !actors i POVVTS OWNER'S MANUAL & MANAGEMENT PLAN Pa of F o+ilwta SYST dMi w ATIO f, owtrler � Pump Septic Tank Capacity ❑ NA Z'0 5 6 g Septic Tank Manufacturer S DNA [i 11 PAPAYEtM Effknent Filter Manufacturer O NA Number of Bedrooms MONA Effluent Filter Model t O NA Number of Public FariRty Units Pump Tank Capacity Q NA gat Estimated flow leverage) DD Pump Tank Manufacturer p NA Design flow 1peak), (Estimated x 1.5) ©� Pump Manufacturer p NA galldiry Soil Application Rate a p Model O NA Standard hnfl orat/Efffue nt Quality Monthly overage* Ratientm�t Unit WNA Fes, 05 6 Crease ;FOG) 5W rng/1. p Sand/Grovel Filter O Feat Filter Biochemical Oxygen Demand (BODj 5220 mg/l 0 Mechanical Aeration O Wedand Total Suspended Solids (TSS) 5 150 mgn D] tksinfection D other; Pretreated Effluent Q"ty Monthly wage Dispersal Cats) p NA Mochemical Oxygen Derteamf (WDj 530 mg& )I In- Ground (gravity) p in- Ground 1p ed) Total Suspended Solids (TSS) 53o rng/L O NA p At -Grade 0 Mound Fecal Colform 19m metric mewl 510' efu/100ml O Dip -lane O Other: Maximum Effluent Particle Size Y in dia. O NA I Other: O NA Other: Other O NA p lip 'Valais typical for dounestic wrenewsw and septic tank effluent. Other O NA f L#AWrE 11ANCE 3CHEDULE Beatles Ewer So Fmqwmy kMect edition of tankis) At least once every: Rnotnthfs) iMoxknuw 3 years) O NA Pins cwt contents of tankls) When combined ned sludge and scum equals one -third IV of tarok volume ❑ NA Inspect diaper" cedts) At least once every: 0 months) (Uesdtihnrn 3 years) 0 NA yearfs) Clean effluent filter At lost once every; ymonth(s) O NA Inspect pump. pump controls & alarm At least once every: p montlnis) q NA p s) Flush latei** and preen ure test At feast once every: q month(s) ❑ NA other.- At Iowa once 0 monthis) erY• year(s) NA p y Orf�: O NA l AIXTEMANCE M8S7RlXTit?N5 Inspections of tanks and dispersal ceft shall be made by an individual carrying one of the following Noonan or certifications: Mash Pkunber: Master Pknytber Restricted Sewer; POWTS Inspector, POWTS Maintainer, Septege Servicing OpoWor. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sledge and scum and to check for any back up or pon ding of effluent an the ground surface. The dispersal cell f s) shall be visually inspected to chock the effluent levels in the observation pipes and to check for any po nding of effluent on the ground surf ace, The pcaugtng of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y 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 NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months. shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) 4 TART tip AND Drumm Pa9s of Farr new construction. Prior to ties of the POWTS check treatment tanklsl for the presence of painti that mey impede the treatment p antlers the dispersal OWW If Promo h Cdvw chemical Of the tanks) removed by a esph"" servk ft aPerator prior to use. � are detected have the content System start up shelf not occur when soil Miele are frozen at the infiltrative surface. OW N tower outages Pump tanks may fig above normal highwater lehrais. When >scharged to the sl in one 111W does. the Pow is restored the excess wastewater. will 0 effluent. To avoid this eeNt>W and may result in the backup or surface age o have the contents of the Purnp tank removed by a power to the effluent pump or contact a Plumber or POWT Maintainer to assist Servickng Per to rest ak►I restore normal levels within the pump tank. � °P g the pump controls tt Do not drive or Park vehicles over tanks and dispersal cam. Do not drive or within 15 feet down siofee of Park over. ex otherwise disturb or compact, the aver ern► rruenwhd at soil area. Reduction or elimination of the following from the aa wastewater may ay atnProve the perms and POWTS: ants; baby wipes; cigarette butts; w o s; cotton Prolong the life of the foundation drain (sump Pump) water; feral and swabs; �% dental fktss: diapers; disinfectants; fat; Painting Products; Pesticides; sanitary napkins; tampons; and s softener , Wria. herbicides; mom wX medications: oil; ABANDONMENT When the POWTS fails and/or is Permanently taken Out of service the Properly and safely abandoned in eonce with chapter shag be taken to insure that the system is Comm 83.33, Wisconsin AdrntrtisthWthre Cade: a All piping to tanks and pits Shall be disconnected and the abandoned P+Pe sealed. • The contents of all tanks and pits shall be removed and property disposed of by a SePtage Servicing Operator. e After Pumping, aH tanks and pits shall be excavated and removed or riroir covws removed and the void space Mod with s011.. gravel or another 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: k A suitable replacement area has been evaluated( and may be utilized for the location of a t soli 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 structurn, lot fines and wells. Folura to Protect the replacement area will result in the need for a new salt and site evaluation to establish a suitable replacement area. p Ap h icament sYes must comply with the rules in effect at that time. D A suitable replacement area is not available due to setback and /or soft imitations. Barring technology a holding tank may be installed as a last resort to replace the felled POWTS. advances in POWTS E3 The site has not been evaluated to identify a suitable replacement area Upon failure of the POWTS a soil and site evaluation nuM be Performed to 10cate a suitable replacement area. If no replacement area is ava8ffinie a holding tank may be instalietd as a last resort to replace the faded POWTS. ® Mw nd aid at-Waft sod absorption systems may be re constructed in place following removal of the biomet 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 CONTAIN LETHAL GASSES ANDMR 1KSUIV4CIENT OXYGEN. DO NOT ENTER A SEPTIC• PflMP OR OTHER TREATMENT TANK UNDER ANY C�tJMSTANCES,. DEATH MAY RESULT. P161 WN FROM THE INTERIOR OF A TANK MAY BE CULT Off WpOSSIBLE. RESCUE OF A ADDITIONAL COMOmmYi's POWTS FALLER POWTS E MAfNT AawER Nerve c S Names Phone Phone SEPTAGE SERYICWG OPERATOR tpUMPeR) LOCAL REGULATORY AUTHORITY Name Name F- Phone s gto C�$ This document was drafted in coml)lio"cs with Comm 8 3.22i2flbli1)("(" and 83�540). f2) d 43). Wwo Adrr& iatrativa Cafe. t FROM REL I ANT HOMES Ltd FAX NO. :651-731-3284 Oct. 28 2002 044 :25PM P2 net e9 `ae 10.088 CALVIN POWCRU 716 -24C -6196 r.2 iT CROIX CO UM SEMC TANK MARTiVi AG REEMENT AND OWNERSHIP cERTmcATi01 FORM OWQ4r/8t1yC — L L. t, - r Nt. .�Q D4� s LIT Mailing Address j c hWny Adtii css O 5 U�X rA&" ,Py (dei�ficotiaa tcgn od ! Dcpamriaut tct new conarmi" citysme Panel Identifieation Nweber -2 L��,IL ,pESCJtr�rrnnr PMPWW L -' 'l., ' /., SMc3D - . T,;E,I_N -RJ3 Town of Subdivision , Kdy rtEi�� gA L - — ot Cur Ild Survey Map # Volume _ page # Wamuity Decd # L- C, (�(n _ Vofmac 6 _ 3 f . pw # � Spno house 0 yag 0 no Lot lines identifiable ryes 0 no SYSTEM MAwmwwAwg ZM P°P" ata =d °f 7w mpdc symmmemm tt�att iw ies pewee biimpa roadla.wexa. Per m eoms s of p o p.iad ant Oe aeppit tank e.►try ticeo ar svtltor, if oepded M a liceaaed Wiat lrae pat iaa tLe a taaa abet eLe ! a! tie � taut as a tit � � ire waste 1 syslmt, Th ` P ow= W m =bb* to St Croix Zoning Dcpatt:aeo[ a cerfi&neoa &M by the owner and by a aatstm is� P O�;• Iortaoyruawplmaba�aeiao , radplaaieraralictmedp�perretiC�i� m ri) We- aitewtatiearater+�oaalspst�t oPer anew 0MUlklm o dAer(2) aAea impeetloo and, -, C (if rl. dw sePtic bA ie ku dm ln3 hl of doftL u"w• %e 0 0 1 6104 004hWe aead *0 above te"it=WU and SIPW 10 aPOWNin die priatde storage di rxW sydeaa writs tie Mahn t sd h beret, as ant by tie Depwdmew of Coo and 00 DgwAw i of Natural ltsaaataa, Stain of Wbmshi. OetWe dW d pr k iaa be= moiw%iaed mitt be eompieid and rcagrwd to the St QWw f &OW Zoning O8$ft wi&6 90 data. Tom$ OF Al'M.ti'.ANT DATE I (we) coo fy dw an sank meaei OR file loon tat: an to tie beat of gay (oar) bt Wafto. 1(we) on (ate) the owaeu(s) of uiNue of a "wfflety deed in of Dech OQice. Oy- TilitE OF I►pPL1C,ANl' DATE •••••• Ant iatoratRtiax tWna it ad• w, �p iw tit sawi1wy pcne being revoked by tie Zoning meat. •••••• •• tndndc .rltr itiit apptieaUaa a wnrtaaty dead faun Ow Regisaer of D=6 olTiee a OPY or 4e owdrwd swfty "'P if mf w"M is made is dre wwway deed 'IJ 2031P 253 STATE BAR OF WISCONSIN FORM 2- 1999 6 9 6 6 1 0 WARRANTY DEED KATHLEEN H. WALSH Docunlent Number REGISTER OF DEEDS ST. CROIX Co., MI This Deed, made between A. David K elly, Jr. and Elizabeth RECEIVED FOR RECORD W. Kelly, hus and wi -- 10 -31 -2082 9:30 AM - - - - -- 6WRRW TY DEED Grantor, and Reliant D evelopers, LLC EXDIPT # -- REC FEE: 13.00 TRANS FEE: 1441.50 - - - - - — - — COPY FEE: — CERT COPY FEE: Grantee. PAGES: 2 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area See Attached Exhibit "A ". Name and Return Address D J. E5TR 'C--'4 LOCUST ST. HUuSON, W1 5".016 ,a„ 5zo 0 20 - 1059- 90-000 Parcel Identification Number (PIN) This is not homestead property. CK) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this _1u day of Oct 2002 A . David Kelly, Jr. _ Elizabeth W. Kelly AUTHENTICATION ACKNOWLEDGMENT Signa(ure(s) STATE OF WISCONSIN ) _ r �} r, ) ss. _`' County ) authenticated this _ M. Barron ) - _D Personally came before me this _ " ` day of ---- -- — Notary Public Octo 2002 the z1bove named S tate of Wisconsin A. David Kelly, Jr., arCTi�4�Rf W • -- - - -- TITLE: MEMBER STATE BAR OF WISCONSIN -- to me me known to be the person(s) who executed the foregoing _ _ __. _— _-- ___---- ...---- -_----- _ - - - - -- instrument and acknowledged the same, authorized by g 706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY N-- Attor K ristina Oglan ___ ___ No ry Public, State of Wisconsin Hudson, WI 54016 not state expiration date: My Commission is permanent. (]f (Signatures may be authenticated or acknowledged. Both are not necessary.) — _ I �3 , 0 0 y .) ` Names ai persons signing in any capacity must be typed or printed below their signature. inrormation Pmress;onejs comp n Form & Lac, wi STATE BAR OF WISCONSIN DW - 2021 W'ARRAN7'Y DEED FORM No. 2 - 1999 1 2031P 254 EXHIBIT "A" Parcel 1: A parcel of land located In that part of the Southwest Quarter of the Southeast Quarter and the Southeast Quarter of the Southeast Quarter of Section 22, Township 29 North, Range 19 West Town of Hudson, St Croix County, Wisconsin, further described as follows: Commencing at the South quarter comer of said Section 22; thence North 89 degrees 37 minutes 06 seconds East (assumed bearing) along the South tine of the Southeast Quarter of said Section 22, 304.60 feet to the POINT OF BEGINNING of this description; thence North 00 degrees 49 minutes 58 seconds West along an existing fence line, 1319.72 feet to the North line of the Southwest Quarter on the Southeast Quarter of Section 22; thence North 89 degrees 24 minutes 52 seconds East along said North line, 940.53 feet; thence South 00 degrees 48 minutes 30 seconds East 60221 feet; thence North 89 degrees 11 minutes 30 seconds East, 176.81 feet; thence South 08 degrees 07 minutes 00 seconds East 230.88 feet; thence South 89 degrees 11 minutes 30 seconds West, 205.18 feet; thence South 00 degrees 48 minutes 30 seconds East, 491.86 feat to the South line of the Southeast Quarter of said Section 22; thence South 89 degrees 37 minutes 08 seconds West along said South line, 940.00 feet to the POINT OF BEGINNING, EXCEPTING, That certain parcel of land located in the Southwest Y. of the Southeast Y. of Section 22, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin, more fully described as follows: Commencing at the South' /, comer of said Section 22, thence South 69 degrees 57 minutes 53 seconds East (assumed bearing on the South line of the Southeast Y. of said Section 22) a distance of 294.92 feet; thence North 00 degrees 28 minutes 36 seconds West 180.00 feet to the POINT OF BEGINNING, of the parcel to be herein described; thence North 00 degrees 28 minutes 38 seconds West 1139,70 feet; thence North 89 degrees 49 minutes 46 seconds East 10.73 feet on the North line of said Southwest Y. of the Southsast'/,; thence South 00 degrees 26 minutes 22 seconds East 1139.73 feet, thence North a9 degrees 57 minutes 53 seconds West 9.65 feet to the POINT OF BEGINNING. AND EXCEPTING, That certain parcel of lend located In the Southwest % of the Southeast A of Section 22, Township 29 North, Range 19 West, Town of Hudson, St. Croup County, Wlsconsin, more fully described as follows: Commencing at the South Y, comer of sald Section 72, thence South 89 degrees 57 minutes 53 seconds East (assumed bearing on the South line of the Southeast'' /. of said Section 22) a distance of 294.92 feet to the POINT OF BEGINNING, of the parcel to be herein described; thence North 00 degrees 28 minutes 38 seconds West 180.00 feet; thence South 89 degrees 57 minutes 63 seconds East 9.66 feet; thence South 00 degrees 26 minutes 22 seconds Fast 180.00 feet; thence North 89 degrees 57 minutes 53 seconds West 9.48 feet, to the POINT OF BEGINNINGS. AND EXCEPTING, A parcel of land In the Southwest Quarter orthe Southeast Quarter (SW/. of SE' /.) and the Southeast Quarter of the Southwest Quarter (SEY4 of SW Y.) of Section Twenty-two (22), Township Twenty -nine (29) North, of Range Nineteen (19) West described as follows: Beginning at the Southeast comer of the parcel described in Volume "602 ", page 330 of Deeds; thence North 89 degrees 44 minutes 13 seconds Wast, 94945 feet thence North 00 degrees 15 minutes 47 seconds East, 37.21 feet; thence North 89 degrees 26 minutes 44 seconds East, 402.15 feet; thence Notch 89 degrees 26 minutes 32 seconds East, 66.00 feet; thence North 89 degrees 26 minutes 42 seconds East, 374.07 feet; thence South 00 degrees 09 minutes 15 seconds West, 50.77 feet to the point of beginning.