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f n N o. 3 v n o c m eb o r1 c .* a 3 4 �c v I c :: v m m � O n 'S < < N p coo N A W N `C N• GI (� =r T CD ems-' 7 fD y O (D 3 0 a .� C N ti C o o O N d. � a O W n 0 0 N p O O O N (n z D a C) D N 90 C co c m O N wo' o !' c`n oD W • D N N y 0 0 D y o c 0 to $ rf 5 lv D 000�;, t�l n 3 lA to cn m cn v v v m _v A', d. 1 = 3 ? m o L a f zz��,I, N D D o j Z I � � 4 v H CD � y m y G 7 N i N ? �_ -4 N yr A Z C in c M v A Z r C) w W W 0 C N Z 3 <Z Z1 o ' < 3 OD m rn I I a n � o — v c o a m I � I � I � I � A I so I � N � i p ti ti O N N tq O r„ O C b O ti :onsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix -afety and Building Division INSPECTION REPORT Sanitary Permit No: 488008 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Ped inski, John I I Richmond, Town of 026- 1160 -16 -000 CST BM Elev: Insp. BM Elev: BM Description: Z Section/Town /Range /Map No: 9 " ?J G51 23.30.18.1222 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic v 4�.'-o 0 . xT Benchmark �7 a� �D 9� (,� �„ /• �O Dosing �( ' JU Alt. BM €terattoll Bldg. Sewer 5.58 �a l Holding St/Ht Inlet ( 92 10 2. . 7(,_, TANK SETBACK INFORMATION St/Ht Outlet 7,17 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet /61 3 • 19 Septic ' of IS DtBottom l . 7 46.9(o / - BIZ I6 • Z Dosing 1 51 1 C j I Header /Man. Z. 13 Aeration `.7 Dist. Pipe 2.4 915 . 4-41 Holding Bot. System O 3. 1 R7 �$lo Final Grade I crq - j( o PUMP /SIPHON INFORMATION J6g•("s Manufacturer t Demand St Cover 1 GPM Z.97 6 Model Number ' 1 rW IV 46 O�J�OvI� TDH j l_if( 4 ` Z Friction Loss System Head TDH Ft 9 7 Forcemain Length D Dist. to Well ' Sb SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of ench PIT DIMENSIONS No. Of Pits InsideQLa. LiquiclDeptli DIMENSIONS r 1- -_ \_ SETBACK SYSTEM TO / P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: i INFORMATION Type _ s I Z � ' CHAMBER OR Model Number: DISTRIBUTION SYSTEM o Header /Manifold �/ Distribution �� x Z Hole Size x Hole Spacing Ve Air In e P i p e ( s ) Length f Dia Length 1 1 6 Dia Z Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over I Depth Over xx Depth of xx Seeded /Sodd d j xx Mulched Bed/Trench Center ( Bed/Trench Edges Topsoil ` p es I No + I� No 11 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / Z / 05 Inspection #2: Location: 1300A & 1300B 146th Avenue New Richmond, WI 54017 (S 1/2 NW 1/4 23 R1 8W) Whitetail Mea ws Parcel No: 23.300.18.1222 v 1.) Alt BM Description = �� ` WJ.OJ�, G �•;J� 'S c-S OJT r (� 2.) Bldg sewer length = /5 - amount of cover = / Plan revision Required? i '„ Yes No I i S Use other side for additional information. �! I "`E' _ Date Insepctor's nature Cert. No. SBD -6710 (R.3/97) Safety and Buildings Division County � �� 201 W. Washington Ave., P.O 7162 , L' 44 ' Madison, WI 53707 - S Permit Number (to be filled in by Co.) 1 *111sc ? Of � (60$) 266 -3151 �{g�C 0 Department C, erce Ian I.D. Number Sanitary PermitA p / 2 6ZCmZ,7 In accord with Comm 83.21, Wis. Adm. Code, onid r ect Address (if different than maili address) may be used for secondary purposes Pri acy Law, s15.04(1)(m) I. Application Information - Please Print All Infor tion - / tr ROIX C UNT1' Parcel # Lot Block# Property Owner's Name �''ZO IN O ` ' J Property Lora n Property Owner 's Mailin Address q City, /State Zip Code Phone Number e-Z r 1 c�rc ne 6 /2� 1 . / , D N; �` or W lI. ype of Building (chec all that apply) 6 K Subdivision Name CSM Number ily Dwelling -Number of Bedrooms ' lie/Commercial - Describe Use ❑city_ ❑viva Township of I� ❑ State Owned - Describe Use X O `� ~ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) OZG ^ // (c 6 / Mew System ❑ Replacement System El Treatment/Holding Tank Replacement Only El Other Modification to Existing System mit Renewal ❑ Permit Revision El Change of ❑ Permit Transfer New List Previous Permit Number a;Daw ssued Expiration Plumber Owner IV. T e of POWTS S stem: (C k all that a 1 ) Ov C1 Non - Pressurized In d > 24 in. of suitable soil ❑ Mound < 24 in of suitable soil ❑ At - Grade ❑Single Pass Sand Filter ❑ Constructed Wetland El Pr suri2ed In Ground 11 Holding Tank El Peat Filter [I Aerobic Treatment Unit El Recircu ting Sand Filter El ❑ Leaching Chamber ❑ Drip Line El Gravel-less Pipe El (explain) Recirculating Synthetic Media Filter g V.1)is ersal/I reatment Area Information: Dispersal Area Required Dis ersal Area Propos System Elevation Design Flow (gpd) / Design soil Application dsf) P 17 , D t99 J � i ✓/ 14 1- Prefab Site Steel Fiber P1aSUC VI. Tank Info Capacity in Total Number Manufacturer Concrete Constructed Glass Gallons Gallons of Units New F fisting r�1 Za �13� A / oc Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- 1, the undersigne ssume responsibility for installation of the POWTS shown on the attached plans. plum's Name (Print) /1 Plumber' ature MP/MPRS Number Business Phone Number 1 /// 0 Plumber's Address ( treet, City, State, Zip C e) zV i VIII oun /De artment Ilse Oni Sanitary Permit Fee (includes Groundwater Date Iss lssui gent Sign e o tam Approved ❑ sapprove Surcharge Fee) „ 65 El en Reason for 1X. Conditions of Approval/Reasous for Disapproval J. Septic tank, effluent filter and dispersal cell must all be services / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per apploable code / ordinances. Attach complete plans (to the County only) for the system on paper not less than 8111 x 11 inches in size SBD -6398 (R. 01 /03) t Gi � M91 m f1A r PLOT PLAN PR ( )JECT Br' n Murohv ADDRESS 1404 146th Ave New Richmond Wi 54017 S 1/2 NW 1 /4S 23 /T 30 1 N/R 8 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 98.5' .8' sand lift! BEDROOM 6 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 2000 gallons LIFT TANK SIZE DOSE TANK SIZE 1031 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter ZabelA -100 ❑BOREHOLE O WELL *H. R. P. Same as Benchmark 146th Ave Scale = 1/4" = 10' 468' � �x0a Property Line ell is to meet I setbacks ound in Co M. Grading is to be done to divert run- 0 off away from Pro 6 E edroorn House system t � - Tanks are to be proper >y lockdown covers with Huffcutt 000 gallons ST approved warning labels Huffcutt Dose Tank 98' 97.7' B.M. * B - 97' ❑ 96' -2 9 S' Area 15' below system is to B-3 12% Slope remain undisturbed 200' Rention Area COP Hwy 65 PLOT PLAN PRQJECT Brvan Murnhv ADDRESS 1404 146th Ave New Richmond Wi 54017 S 1/2 NW 1 /4S 23 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 98.5' .8' sand lift! BEDROOM 6 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 2000 gallons LIFT TANK SIZE DOSE TANK SIZE 1031 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of 1/2" pipe ASSUME ELEVATION 100' Filter Zabel A-100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark 146th Ave Scale = 1 /4 = 10 468' Property Line Well is to meet all setbacks found in Comm. 83 Grading is to be done to divert run- off away from Pro 6 Bedroom House system Tanks are to be properly bedded and provided with lockdown covers with Huffcutt 2000 gallons ST approved warning labels Huffcutt Dose Tank 98' 97 7' B.M. * B -1 97' p 96' B -2 95' Area 15' below system is to B-3 12% Slope remain undisturbed 200' Rention Area COPY Hwy 65 - qoo Safety and Buildings 4003 N KINNEY COULEE RD commerce LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.w www.coe.wi.gov/s sin.go / epartment of Commerce iscosin.gov Jim Doyle, Governor Mary P. Burke, Secretary October 11, 2005 CUST ID No. 226900 A7TN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1 101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/11/2007 Identification Numbers Transaction ID No. 1202627 SITE: Site ID No. 705898 Bryan Murphy Please refer to both identification numbers, 146TH Ave I above, in all correspondence with the agency. Town of Richmond St Croix County S1 /2, NWIA, S23, T30N, R18W Lot: 16, Subdivision: Whitetail Meadows FOR: Description: Six Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1044587 Maintenance required; 900 GPD Flow rate; 70 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 101); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as'defined in chapter 101.01(1.0), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, Cw l*A stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders DEP,APTMENT t N O�Sell • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORRE! "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01101). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. I� SHAUN R BIRD Page 2 10/11/2005 • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • P W shall be responsible for ensuring that the Comm 83.52 Responsibilities. The owner of a POWTS p g operation and P maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • r responsible for submitting a maintenance verification report table to the county acceptable Comm 83 55 The owner is espons e g P P for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday cbratz @commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 0 Cover Page s CT 0 0S q FF��B 110 U / l ®/ N G Shaun Bird S Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 10/4/05 Owner:Bryan Murphy Location:S1 /2 NW1 /4 S23 T30 N,R18 W Lot 16 Whitetail meadows Richmond System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section =,r =; rr�, 6. Pump Curve , 7 -8. Maintance and Contigency plan : i I �� ,, F 9 -11. Soil test � Shaun Bird Signature License number 2 Designer No Date Non -Woven Filter Fabric 4" Observation Pipe Perforated ,Distribution Pipe Below Filter Fabric ASTM G -33 Sand " Topsoil E L % Slope Bed Of 2 1 Force Main \ Flowed f � 2 From Pump Loyer Drain Rack E. Cress Section Of A Mound System using F + _ _ '40 _ A B For G The Absorption Arta -� A C z Ft. h '` S Ft. I 16.0 Ft.- _ K Ft. _ L r3A Ft. ` ,� W�� Ft. 74c J? L 4.'Observotion Pipe ----,\ K A �( Force Moin �— - - -- -------- - - - - -- --------------- - - - - -- 1 From PUMP C ° DiStributiort Bed Of �2 2 3-2 O Drain RocK Pipe I 4 Observation Pipe;- ryCc Permanent Marker ,Y p i pe or Rods Pion View Of Mound Usin A Hed For The Absorption Area PAGE,,, GF____ Perfcroted pipe Oetoii _ �Pertorarso �. End Yia++ i PVC Pape ea r Le Hot es Lotated On 801 '"' Are ERuaIty SPOCed CfL`a� tJtG'L v y C # PVC Force MOin �FIAST Moa.i ►iPx'C r GartntG }r�r - PVC rrtoMoid Pipe ; -/- 0 , ' � ✓ I3RiriDU9iOT Pipe u /7- -���'� E)islributio P ipe LOYOU P MO Ft. 1 C-,<-4 R X inches Y Inches Signed: Hole Diameter �2.Inch Lateral 2- Inch (es) License Number: manifold Z Inches Date: Force Main - Inches of holes /pipe Invert Elevgtion of Laterals Ft. 1 iLIPI►� GHI.[ aFt- A � toss sSC.'tGM YCI►iT CAS �•:. rtL >k�� ! � � wt�TKrasRaar �—; .s►a 4ax Kt6Ja: ! :w"?ls box K�ut�+ptia: +EavtR i wi+ on r ot as Am i�t:`A1tE • � ! GICAVC T - ,v�tr�s {: !t�►� � f i 1►i./►al+� 4 # • � D joins KtTif AlRO ; } £. cam.... tT � fo PIPE o 3 OLID So lt wft GO�tCRCTi >K� �. �tictaeR aex�T �CsA�q► as�a.0 !a rw>vtc �c :alRSS s�af sua�+ wrt>R son AIIY F T �{iN1bC�t of Dal" � ii sA►C iialx' "am Shat. /04 1 �.., &ALLOWS Do&& VauAJAac / y hum N=R t+�ti►C!'t!a 4 NUCS im , I MTawlt 'r�tal l '� sa�lif oft le-1 G i AIMHilOt -. a �• � a: a�fiiitr 04 •i►ya�6f� �MOOtU. Wffi4tltR� ;.��u•�ss an M�40W ApltilWfA em"Alm Ann . L Gvot � � � TYR�iIO Oil SZP^*A'M vc�'tc" W"640= sRT+M N PUM asst AM *MfJtl rs*u t+Pt 9 �s�T + 4,4"U"t OcTwol"t supftR PalisuRt ........ .. zm PUT z k Nsws •� ,�! y y �, 6 TRlr A6 DAtl M&A of - uuo &."CP .. `.....;W IDTw `ri.�fC• s.la;t�f�i' asl.tM►Ba4R: .... -- I -- W HEAD.CAPACITY CURVE TOTAL DYNAMIC HW /CAPAarr E PER MINUTE 3 7/6 61/4 • - MODELS "140/4140 EFFLUENT AND DEWATERING Ft. Meters Gai. Ltrs. 14 45 5 1-52 91 344 3 7/8 10 305 84 318 + t2 40 15 4.57 76 268 '�,40 40 20 6.40 68 257 t 1/2 - It 1/21&1 35 25 7.62 59 223 10 3a 9.14 49 185 30 L451 10.67 38 144 f 12.19 8 25 13.72 5 79 12 5/6 t 46' U 6 ^� {5/16 0 15 SK16'41A 4 � 1a 3 7/a 8 1/4 e. M U M e- 8 45/8 0 U.S. GALLONS 10 20 30 40 50 70 80 90 100 110 3 7/8 80 160 240 320 400 + . p FLOW PER MINUTE 1ri090� 1 t/2 - 11 1/2 W CONSULT FACTORY FOR SPECIAL APPLICATIONS ` • Etechicat alternators, for duplex Totearrs, are available and suppW with 1613/32 an alarm. • Mechanical aftemators, for duplex systems, are available with orwithout 1 • Control alarm systems are available for 1 phase pumps used in simplex r5/ 6 system. See FMO732 —I SC7W4B • Variable level control swi cim are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. SELECTION GUIDE • Sealed Qwik -Box available for ouMm installabOns. See FM1420. t. Single pilg� variable level fiaat Witch or double pkwback variable level goat • Over 130 °F. (54 °C.) special quotation required. switch. Refer to FMO477. • Refer to FMO806 for 200° F. applications. 2. Mecttanit:al attemabr M-Pak 10.0072 or 10 -0075. 3. See FMO712 for coned model of Electrical Alternator E -Pak. 4, Variable Ievel control switch 10-0225 used as a cm*d adNator, specify duplex (3) 140 Series - 53 lbs. 4140 Series - 73 bs. � e i or (4) Boat system. 14914140"' MODELS control Selection Yodel Model VoNs4% Mode An" shpkx Duplex 8140 H4140 115 1 Non 15.0 1 or1 &5 2or3 &4 E7� E4140 230 1 Iran 7S 1 or 1 & 5 2 or3 & 4 0 CAUTfOH BN140 BN4140 115 t Noll 15.5 1 or1 &5 2or3 &4 Ali installation of controls, protection devices and whing should be done by a qualified E E140 BE4140 230 1 Nor 7.5 1 ar i & 5 2 or3 & 4 licensed electrician. All electrical and safety codes should be Loomed including the most recent National Electric Code (NEC) and the Occupational Safety and Heald! Act (OSHAJr I RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. S: AL4 fL TO. P.O BOX 16347 Lanst+�e KY 40256-0347 �ers of. . T0: 3649 Cane Run Road ® Lobe, KY 40299 -1961 ® PL41�S /AZE p zoeUer com P'It1 ! ,M, f�2} 77E 273'1.1(800} 92li lP 6� s�l� ��i7 Fax {502} 774-M4 © Copyright 2001 Zoeller Co. All rights reserved. ER's MANUAL 8, MANAGEMENT P LAN Page o! P01NTS UYIIN SYSTEM SPECIF ai O 1dA r Septic Tank Capa DNA -tuE tNF0f21rMTI09 ^ Septic Tank mane 'e Owner r' rer i ❑ t" Permit Effluent Filter M odel, ctu p NA GN PpRpMETE NA Effluent Fit Medet j aI DNA OESt Tank Capacity Number of OWMOms ,NA Pump 0 NA anufacturer Number of commercial Units al�da Pump Tank M anufacturer ❑ NA' Estimated flow () at/d Pump Man t ❑ DeWon Row(pestt}, (E.6rnated x i_rv) atld /ftz Pump Model AIP+ r p�trea#rnont Unit p P Filter APpiicotior' �� Monthly average' Sand/Qm Titer ❑ Wetland I nfluent/EtRuem Qual Rio mg/L C 3 M Aeratio a Other - G) n Oxyg� ma d (8 005) 5220 mg/L [3 Disinfection �oh impe nded Solids (TSS) 5150 m /L Manufacturer p ressurized) average" Di sper sa l Ce ll(s) round { Monthly [3 !n i (gtavitY) Pnetr went QuaCdY f mg1L and ical Oxygen Demand (BODs) 5 30 m91L Q At-g�e ❑Other. B•iochem C3 Ori ine and Suspended Solids (TSS) 510 cfu /1 Doml IW for dw*stic -ea 00 s'Rfe`d'n wast"aw Fecal Corm' eometric mean) . values tYP Y inch diameter septic � OM for W"twat t ia3dmum Effluent particle Size values typi� f°r �"" led MAIMTE piCE SCHEDULE rvice Frequency Maximum 3 yre } E vent c3 months ar(s) Service E At least once every of tank volume wh combined sludge and scum eq uals one-third (�) Inspect condition of tank(s) r(s) (Maximum 3 yrs•) month Pump out contents of tank {s) At least once every ar{s) s) E3 Mon cell inspect dispe►� ( At to ist once every ❑mon ears) ❑ NA Clean effluent filter At Least once ever �? ths Inspect pump, pump controls & alarm At least once every :2, 0 months r(s) O NA Flush laterals and pressure test O months II year(s) 0 NA At least once every oa+w s) � N C3 months 0 year( At l Once every oar n one of the following li NWNTEN censes or ANC E INSTRUCTIONS li be individual ca S nsPe�Dn OW P lS Maintainer; $eptage inspections of Lanics and dispersal cells sha made by an in Restricted Sewer- P OY1rT nk s to identify any missing or broken oertitiaaflo O M aster Plumber: Master Plumber on of the t8 () m and to check for any back up its must include a visual inspecti a and scu o pera tor- Tank inspeciio to check me effluent levels Servicing , � any cra um the volume of combined a visually of went on the or leaks, mean The dispersal cell( shall Ice visually inspect ��� or ceding of effluent on the ground surface- nding of effluent on the ground surface- ulatnry in the Observation uthority servation piPeS and to Check for any Po re quires the Immediate notiification of the local r n and or more of the tank volume, the ground surface may indicate a fairing conditio m in any tank equals one4hird NO sed of in accordanCe With C h. NR mulation of sludge and scu ratOF and dispo When the combined acw rem oved by a Septage Servrang Ope entire contents of the tank shall be rem m reagment components. 113, and any Code. - liter. Wisconsin Administrat"'e reSSurized P0VVTS components, p inta t filters, mecttanTCai or p �n�ned by a caeltified PO'W Ma gng of eftiuen - letion of any semce event The sem matntena,noe or monitoring at l intervals of 1? months or Less shall Pe f imp other the local regulatory authority within 10 days A ser . A* report shalt be provided p ro d u cts or other START UP AND CI nQN of the Powrs check treatment tanks) for the Presence nb tt�t�ns are or to use $ anQlor damage the disper�l ce11( t s). For tt@Nf ODnSIn� a the treament proees chemicals that may im( k g removed by a septage servici detected have the contents Of ng ope rator prior to use - Me tan () _..._ Page / of editions are frozen at the infiltrative surface - ccur wtten sad ° is reStot red the excess system outages up shalt not o ��es pump mks may fg above normal N19 dose, levels. When power cel; s and may result in the Power ad to the di cett(s) in one large dose, o vQrioa is o the turn tank removed by a During -� vw1l be dischatg t of the p um p back or surface disd'8e of ettk+�ent To avoid this situation have the come a plumber or FOWTS Maintainer to Operator �,, j6 -�ri� ppYyet to the effluent pur►F or contact Sepfa9e Secv+au� pF controls to restore normal levels within the pump tan1� assist in opemh ispersa limits and dl cells. Do not drive or park over, or otheNAW disturb or compact, Do not drove or park vehicles over at sor7 abs4rp�on area the area within 15 feet down slope of any mound or rove the performance and prolong the fife Reduction or eranlnation of the following from the wastewater stream may imp degreasers; dental floss' diapers; of the POWTS: antlblotics; baby cigarette butts; condoms; cotton swabs, tltn water fnlit and vegetable peelings; gasoline; grease, herbicides; meat fourida n d , r te, { drain (Sump P , wags; medications; 04 painting Pm6ucts; pesticides= sanitary napkins, tampons; and wader softener bane. ABANDOPAMENT •be dis sha taken out of service the following steps shaft taken to Insure that the When the POWTS fails andlor is permane�y liance with ch. Comm 83.33, Wisconsin Administrative Code system is properly and safely abandoned in porYi m All piping to tanks and p in s sealed- . its t! c_°nnected and the abandoned pipe o f Septage Servicing Operator. The contents of all tanks and Fits shall be removed and property disposed of by After pum ping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled We t soil, gravel or another inert solid material. CONTINGENCY PLAN repay th following measures have been, or must be taken, to Provide a code if the POWTS fans and cannot be cemprant replacement system p 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 try required se tb a cks from existing and proposed structure, tot Tines and wefts. Failure to protect the rep l a cement area will riesutt in the need for awith the n effect at that time bah a suitable replacement area Replacement systems must col Y i s installed as due to a last resort o rep ace so limitations 0 A suitable replacement area the failed POWTS ay advances in POWTS echnology a holding tank m — a suitable rep lacement area- Upon failure of the area i a So an The site has not been evaluated to identify F site evaluation must he perfomned to locate a suitable replacement area- (f no replacement is available a holding tank may be Installed as a last resort to replace the failed POVYT oval of the biomat at nd and at -grade sor'i absorption systems may be reconstructed in place following rem the I systems must comply with Etna noes in effect at that time nfiftWe surface. Rec Mstruc�ns of such <<wARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN L ANY CIRCUMSTANCES. D TH MAY Do NOT ENTER A SEPTIC, PUMP OR OTHIcR TREATMENT TANK UNDER R ANY RESULT_ . RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAYBE DIFFICULT OR IMPOSSIBLE. ADD COMMENTS POWTS INSTALLER POWTS MAINTAINI Name r4Y,t G +tJ i •� !Name tx �✓ / �J 1 . r � �� Phone I Z Pfione SEPTAGE SERVICING OPERATOR PUMPS LOCAL REGULATORY AUTHORITY Name r-s Agency T Pitons j � Vey Phone This document meets This doaxnendwas id6fted by Ow starts of the Green take, Marquette and Waush3). W+stnnsin Adm Commis inning and lid C ag o f ose document does not the nm*n un nx uirernents of dL Comm 83.M M(b)(t)( &(6 and 83- 56(1). (2) 8 (3), SMW(21 guarantee the performance of the POWrS. Property Owner _ Parcel ID # / Page of a Boring # ❑Boring /� i Jo Pit Ground surface ' " " ace elev. ft. Depth to limiting facto n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I i k� d 3l z s �,�, .r I� Z7 e_1 '7 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor )n• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 Boring # i Boring F Ground surface elev. ft. Depth to limiting factor n. 1:1 pit Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 1150 mg/_ ' Effluent #2 = BOD < 30 mg/L and TSS 130 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. SBD -8330 (R.(0O) • Soil Test Plot Plan Project Name Bryan Murphy Shau it Address 1404 146th Ave New Richmond Wi 54017 C #226900 Lot 16 Subdivision Whitetail Meadows Date 10/4/05 S 1/2 N W 1/4S 23 T 30 N /R18 W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe System Elevation 98.5' *HRPSame as Benchmark 146th Ave Scale = 1/4" = 1 of 1468' Property Line Alt.B.M. is top of 1/2" pipe @ 101.4' 98' 97.7' 9 7' ❑ 96 1 B. 95, B -1 200 B-3 12% Slope Rention Area Hwy 65 I Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Subject: Whitetail Meadows Soil Tests To Whom it may concern: I Shaun Bird did the soil tests on this subdivision known as Whitetail Meadows in Richmond township. Aftbr a couple of installations, some of the soils were found to have a more weak structure than what was found in some of the borings. In order to protect home owners and contractors, it is my recommendation after discussing the issue with Pam Quinn from St. Croix County Zoning office that the systems be oversized using a .3 loading rate Instead of the original .4 rate. On the lots that were originally sized for a .5, 1 recommend using a.4, not the new .6 that the state has suggested. The soils are what the tests indicate but the large areas tested did not reveal some of the weaker structures that were found upon installations. If a installer can prove otherwise, that the weaker structures do not exist, then the installer should proceed with the soils that he /she believes are present. Shaun Bird CST #226900 Z .d ds4 =tt 40 so add ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ~ ST. CROIX COUNTY GOVERNMENT CENTER •�•. +. 1101 Carmichael Road Hudson, WI 54016 -7710 r M Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File Fronx Pam Quinn Date: 4/27/2004 Re: Sandy loam structure misinterpretation on subdivision soil reports Recent soil on -site determinations have brought a problem to our attention. During these on- sites, boii`ngs were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zoning department review. The soil profiles, evaluated by myself, Dave Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that massive (structureless) sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak, medium granular structure (lmgr) by Shaun Bird. There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, with pressure parted into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness, but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Added notation: on 4/23/04 Mark Iverson (Cedar Corp. certified professional soil scientist), Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the original soil report described the third horizon as sandy loam, "1 mgr ". On Lot 6 we checked soil profiles within a POWTS distribution cell and then excavated a test pit on Lot 9. The sandy loams in question were a weak, coarse to very coarse subangular blocky structure, where planes of weakness were just discernible when peds were parted from the profile. The peds separated with very light pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9 soils, which supported the determination that some structure existed to allow water to move through the upper portion of the sandy loam horizon. However, below the weak - structured soil we found massive (structureless) sandy loams and the boundary between these horizons was irregular, which would mean a distribution cell could encounter alternating weak and massive sandy loam. Shaun said he would amend his soil reports with a memo recommending that any sandy loams he identified as "Imgr" or "2 mgr" be assigned a lower loading rate of 0.3 gpd/ft2 (see attached memo for Whitetail Meadows) to provide a larger dispersal area. Page Two — Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate, which affects the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 of Richmond Meadows subdivision had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon had been described on the soil report as "1 mgr" with firm consistence. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the soil reports. All soil reports with sandy loam "1 or 2 mgr" as its structure will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. Wisconsin Department commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code i County +;,'- ' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and lo4ation and distance to nearest road. Please print all inform$tion. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) i Property Owner Property location ^ &Z 6 �G�✓ J Govt. Lot 1 /4 S�3T N R E( W Property Owner's Mailing Address Lo # Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ lllage own Nearest Road New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Publiq or commercial - Describe: - - -- - -- - -- Parent material a 'C � Flood Plain elevation if applicable General comments and recommendations: v n Boring It Ground surface ele &-, ft. Depth to limiting fa in. Soil Appli cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence iowdaj Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Boring # Boring Pit Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 1 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) 964ture CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 z z' /— 0 715 - 246 -4516 • r Property Owner _ Parcel ID # Page of 1-31 Boring # E] Boring fi� it Ground surface elev. Zft. Depth to limiting factor 1 –� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 io /b r 3, )-rn r1�� t 5 S 2 — Z 014 L 1 yr Sh I ✓v rn V F-1 Boring # ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 i a Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Appl ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff` 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& 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. 580.8330 (R.6)00) Soil Test Plot Plan R William Stock/Steve Dalton Project Name Shia ird Address 1748 112th St. New Richmond Wi 54017 W M #226900 16 Wh Me 8 Lot Subdivision tet eado s Date 15/03 / S 1 /2 N W 1 /4S 23 T 30 N /R W Township Richmond Boring 0 Well PL Property Line County S T. CROIX BM or VRP Assume Elevation 100 ft. Top of 1 /2" pipe System Elevation 90.7/89.7 *HRPSame as Benchmark Alt. BM Top of 1/2" Pipe @ 99.8' Alt. B. K B.M. 469' Property Line AC 30' S 150' 50' Please note: Installer must verify all lot lines and setbacks before installation. 10% B- 25' 45' Scale is 1" = 40' B -3 unless otherwise 90' noted B -2 a 93' 95' a� rs, 0 Please Note: Tested area may not be suitable for desired building area. Check system location before excavating. , o 1 V r ,GCS 4L s 'fl iij G � i O� x O JOB I �, I � , X92 h• .: • w; I N h V o 9 � W N -4 h r O �^ O � O Ooh i O U O I . I (V S00'29'28 "E ' 571.39' W J 307.18' I 264.21' O m O N Q .•. I n N F-- ., w p W d s t o W s O; °_ V � dl I O h i ao ' Co' N' II (n C . I Z v O p U ;/ IZZ N (D w O 9,���N4�MMIMMIl1 C� ,n I ao rs � raoods- O -40.18 o p� • 57.64' • ` �� � `n S00'29'2 ° �.o s° �y ( 'vs 5+ 0 `.M„8Z,6Z.00N ''�\ \ � c y- t � � �9'LS • � fi t• � ° c a� / 8 L'8Z ,9t `�j �J CSI •• I • E r ; ; c > c c ' •�. J• N I I ` .c ..o ; OI o O o \ Ia -JI >I •� v v+ u O W •�� `\ \\` •I p > N yc I o % '� O l d I V d E If C V b^ c c o o d ao °' CO . �� o ,c o f ^ 00 h o h ..� Z 0U ^� Cu p nl ,� - %)00 W WL�— WL 0 Op `-Z fV n c� I n c n !p h o nr O a� rn X . q) w co 0 00 W N 00 n 3 a3N10l1d „ 59„ 'HTS 01 X4.9 p6. R NER q t H — — — — SS300V 1032�1a� — 5 = NS�pN CD 00 _ Z S %� �r — — — — — g I X00 ,09'SZZ— , L8' *6 L J ,00'LL _ _ _ _ _ ,ss6Z - 3, 0S fir' •-� ,00 '06P - - - -o - on'oco- - - - - ° M_.RT Rza I i ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer �+ G � Mailing Address h AL 2 J Zd j7111 Property Address 3 0o c4- 0� (Verification required from Planning & Zoning Department for new construction.) City /State Parcel Identification Number D 2 (v —/ /hod LEGAL DESCRIPTION S 1 T 0 N R W Town of Property Location 3,l �/a ,Sec. , Subdivision �!�/�� � a�4��c 2;� , Lot # & Certified Survey Map # , Volume , Page # Warranty Deed # , Volume , Page # Spec house fyes no Lot lines identifia le y s 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. I/we, 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. I/we certify that all statements on this form e to the best of my /our knowledge. I/we am/are the owner(s) of the propert des irtue of a w deed r o ed in Register of Deeds Office. z/ —a� NA q 'F CANT(Sf 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. 08/05) U; 2932 P 079 81a_611 KATHLEEN H. WALSH State Bar of Wisconsin Form 2 -2003 REGISTER OF DEEDS WARRANTY DEED ST. CROIX Co., WI Document Number Document Name RECEIVED FOR RECORD 11/21/2085 84:80PI1 WARRANTY DEED EXEMPT t THIS DEED made between Dalstock, LLC REC FEE: 11.88 ( "Grantor," whether one or more), TRANS FEE: 158.00 d John Ped inski COPY FEE: CC FEE: ("Grantee," whether one or more). PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following Recording Area described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Property ") (if more space Name and Return Address is nq&e attach addendum): Dav1d J. Estreen Lo 16, W itetail Meadows. St. Croix County, Wisconsin 304 Locust Street Hudson, W154016 w .I SH3� 026- 1160 -16-000 _ entification Number (PM) This is not homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, ifany. Dated t ( 0 Dalstock. L (SEAL) (SEAL) * *By: A BillStock, Meemmbber / � (SEAL) /ice' 1!5 r (SEAL) * *By: Steven M. Dalton, Member AUTHENTICATION ACKNOWLEDGMENT Signatures) Dalstock. LLC By: Bill Stock. Member and Steven M. Dalton, Member STATE OF ) ss. authenti ted n l d Is COUNTY ) Personally came before me on , * Kristina O land the above -named TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same. authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: Notary Public, State of Attorney Kristina Oland My Commission (is permanent) (expires: ) Hudson, WI 54016 (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 * Type name below signatures. INFO -PROTM Legal Forma 800 -655 -2021 www.intoproforms.corn • CO ST A IL UN"[Y CRON PLANNING & ZONING H ..:.. :....::.r : z June '' " File Ref: 10 -04 „ Dal `:. , Inc. th 1748 Street Code AdmAgW. " hmond, Wl 54017 715 - 386 -4680 1 1 1 Re: hoard of Adjustment Decision Land Information 15 Planning 715 - 386- 4 p licant: Real PT "' e St. Croix County Board of Adjustment has reviewed your request for a special exception 715 .- : 4 Jrmit for five two- family dwellings in the Ag/Residential District and has approved this 7 : application with conditions. The enclosed document is the formal decision regarding Rycling pp our Y ' 5- 386- 46wlication. Should you have any questions or concerns, please do not hesitate in contacting me. Si .rely, Itd Eslinger I rim Zoning Director 9&sure cc: `Donna Ray, Clerk, Town of Richmond, w /enclosure y Dodge, JEO Consulting, w /enclosure >" to Kling, LWCD, w /enclosure ST. CRO /X COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON, W/ 54016 71 5386 -4686 FAx PZC?CO.SA/NT- CROIX.WI.U_S WVNIM 0.SAINT- i- R61XW.U"S FINDINGS, CONCLUSIONS, AND DECISION OF THE ZONING BOARD OF ADJUSTMENT ST. CROIX COUNTY, WISCONSIN Case: 10 -04 Applicant: Dal Stock, Inc. Complete Application Received: March 15, 2004 Hearing Notice Publication: Weeks of April 5 and 12, 2004 Hearing Date: April 22, 2004 FINDINGS OF FACT AND CONCLUSIONS OF LAW Having heard all the testimony, considered the entire record herein, and conducted an on -site inspection, the Board finds the following facts: 1. The owner of the property is Dal Stock, Inc., 1748 112`" St., New Richmond, WI 54022. 2. The property is located in the Whitetail Meadows Subdivision, 146' Avenue, New Richmond, WI, in the SW ' / 4 of the NW 1 /4, Section 23, T30N -R18W, Town of Richmond, St.Croix County, Wisconsin. 3. An application was made for a special exception permit to construct one twinhome on each lot (lots 12 -16) of Whitetail Meadows, for a total of five twinhomes. The Board of Adjustment finds that the requirements have been met to grant the special exception pursuant to Section 17.15(6)(a) of the St. Croix County Zoning Ordinance. 4. The Town of Richmond has recommended approval of the request. 5. There was no opposition to the request. 6. The plans for the project have been designed by a professional company and will be professionally installed. 7. The Land and Water Conservation Department has approved of the request with recommendations stated in the conditions. 8. The Board finds that the location chosen in the subdivision is an appropriate place for proposed twinhomes to be constructed. 9. The Board finds that the twinhomes will provide affordable housing to the residents of St. Croix County. 10. The Board finds that the request is not contrary to the public interest. 11. The Board finds that the spirit and intent of the ordinance would be met by granting this request. ]DECISION On the basis of the above Findings of Fact, Conclusions of Law, and the record herein, the Board approved the request for a special exception permit for a two family dwelling in the Ag/Residential District with the following conditions: 1. This permit allows the applicant to construct one twinhome (two family dwelling) on lots 12 -16 of the Whitetail Meadows Subdivision. For any other use, the dwelling would have to fully comply with the provisions of the St. Croix County Land Use Regulations. 2. The applicant shall demonstrate to the Zoning Office that each lot has an area sufficient to accommodate for the Private Onsite Wastewater Treatment Systems (POWTS) serving I the structures before this permit is valid. 3. Applicant shall secure a sanitary permit for each structure from the Zoning Office and a building permit prior to commencing construction. 4. The best management practices (silt fence) must be installed before commencing grading activity (site preparation) for the project per recommendation from the Land and Water Conservation Department. 5. In an e -mail dated April 5, 2004 from Pete Kling, the LWCD has reviewed and approved the request with three comments. The applicant shall comply with the following recommendations made by the Land and Water Conservation Department: 1) Constructing the driveways all the way to the building pad would be ideal and provide an even better construction entrance for the twinhome construction; 2)Require twinhome construction to adhere to the Uniform Dwelling Code erosion control procedures identified in Comm.. 21.125; 3) Additional erosion control maintenance. In addition to the silt fence around the existing wetland, require twinhome builder to accept the responsibility of maintaining and repairing existing erosion control practices (erosion mat and temporary ditch checks) in the west road ditch from station 2 +00 to 11 +00. 6. Applicant to maintain at least 1 '12 off street parking spaces for each family for which accommodations are provided in the building plus one more space per building per section 17.57 (2). 7. The property shall be kept in a neat and orderly manner. All outside storage of garbage containers shall be screened and protected from rodents. No junk, junk cars or garbage shall be allowed to accumulate on the property that may attract rodents or pose a threat to the health, safety and welfare of those citizens of St. Croix County. 8. All driving and parking areas must be provided with a dust free surface (asphalt /concrete /road millings, etc...). The applicant must submit a paving plan to the Zoning Office prior to commencing this project. 9. Any proposed lighting is to be directed away from neighboring properties. 10. The Zoning office is to be notified at the start and the finish of the project. 11. The applicant must allow free and unlimited access to the project site at any reasonable time to any Zoning Office employee to inspect the property for compliance with these conditions. 12. Any change (or addition) in use, or expansion of the project, including building, signage, shall require review and approval by the zoning administrator and in some circumstances through the Special Exception approval process, where applicable, as stated in the ordinance. 13. The applicant shall have one (1) year from the issuance of the special exception permit to commence the construction. Failure to do so shall result in revocation of the special exception permit. If the special exception permit expires before business commences, the applicant will be required to secure a new special exception permit before starting or completing the project. 14. These conditions may be amended or additional conditions may be added if unanticipated conditions arise that would affect the health and/or safety of citizens or degrade the natural resources of St. Croix County. Conditions will not be amended or added without 2 i notice to the applicant and an opportunity for a hearing. 15. Accepting this decision means that the applicant has read, understands, and agrees to all conditions of this decision. The following vote was taken to approve: Peterson, yes; Marzolf, yes; Krueger, yes; Golz, yes; Chairperson Speer, yes. Motion carried. APMAL RIGHTS Any person aggrieved by this decision may file an appeal in St. Croix County circuit court within 30 days after the filing date shown below, pursuant to sec. 59.694(l 0), Wisconsin Statutes. St. Croix County assumes no responsibility for action taken in reliance on this decision prior to the expiration of the appeal period. St. Croix County does not certify that the identity of all persons legally entitled to notice of the Board of Adjustment proceedings, which resulted in this decision, was provided to the County. If an appeal is taken of this decision, it is the responsibility of the appellant to submit at his/her expense a transcript of the Board of Adjustment proceedings to the circuit court, which is available from Northwestern Court Reporters, Hudson, Wisconsin. It is the responsibility of the Board of Adjustment to submit its record (file) of this matter to the circuit court. ZONING BOARD OF ADJUSTMENT Signed: Chairperson Attest: Date Filed: 06/16/04 Interim Zoning Director -7 / gz�� Sya Z L� io 3