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HomeMy WebLinkAbout026-1099-60-000 _ 1 ,sconsin Departrfent of Comi'ierce PRIVATE SEWAGE SYSTEM County: St. Croix safety and BUildt, *.g Divisitv INSPECTION REPORT Sanitary Permit No: 430444 0 GENERAL INFORMATION (ATTACH TO PERMIT) f r'7 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: Unknown I Richmond Township 026- 1099 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: ction/Town /Range /Map No: t'­ Se rj f.1 35.30.18.539A TANK INFORMATION 7. -{ ELEVATION DATA i t, . -4 j.• '-( 1 7 . TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic p—• Benchmark i .� . G�c Dosing / Alt. BM Aeration `� rj ; � /,,, Bldg. Sewer St/Ht Inlet d 111. � 6i � tjcf.3 D�•�� TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic "-� �- -�� Dt Bottom I . Dosing �— , t , / 5 0 eade Man. !; Aeration Dist. Pipe 1 Holding rM Bot. System .3 e l • Z Nw .L �3 Final Grade PUMP /SIPHON INFORMATION � -- 5 7 Manufacturer Demand @t Cover 6 h PM �. Model Number 3 TDH Lift FVior� Loss System H ead TDH Ft Forcemain Lengt Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS __3 9 3 .3 SETBACK SYSTEM TO P /L... BLDG IWELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR S r Type Of System: 7�_ C:+ f UNIT odel Number: // CuV\ VLV�� v f /S cA Ct 'Y U DISTRIBUTION SYSTEM .11 d — •fz ,� o�, Z = Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake �. Pipe(s) - Length Dia `� Length Dia Spacing 1 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 ' � 3 Q • Bed/Trench Edges Topsoil "- Yes No Yes it No r . S Ic � �'J COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: It / /9 / 0 3 Inspection #2: / 1 Location: 1256 140th Street New Richmond, WI 54017 (SE 1/4 NE 1/4 35 T30N R1 8W) NA Lot 4 Parcel No: 35.30.18.539A , /Z -/p. ei3 MWl N+t' P.+ �.i v& NC: � N w Cv/A, 1.) Alt BM Description = Cc f C --- ---- h � �t /I_j o cd_ f7c •i s 4 c­ k - f2 C•. . J?4-/b vl —a. " S 4 k 2. Bldg ewer length = O 5 � S } � M 9 9 f � v� may.. / f /Jj^ Z '�� L.�Y , s w e ✓� i t p a r k •e.s� j.La,•t /t a v: - amount of cover =.70 f ao p.v� P ( ►..6�► % r��,��, «,Pp�.a f� fja cy n �-_ Plan revision Required? � Ye No �� Use other side for addition rmation. / f v� ; ,b no Dale �Sed nsepctors ignature fir No� / SBD -6710 (R.3/97) L bn-94 ls- T.L. Sinz Plumbing Inc. E5609 708th Ave. / j BLS �. pi 7 P/ phone: (715) 235 -2644 Menomonie, WI 54751 � _ Fax: (715) 235 -2592 6E O E 3S 30 1 e W www.tlstnZplLtmbing.com 1� W O 1� G z � p7 d v By �,J 5 :2- .2.71C 93 5 I (3v s�IEc -e-s < V. boy • i +� S flL . • c r �Ci i R9.3 �ltif To o r u 4z PIPE Z' 9 3 r Safety and Buildings Division County 201 W. Washington Ave., P,O. Box 7162 V Viscomsin Madison, W1 53707 - 7162 Sanitary Permit Number (to be fill by Co ) (608) 266 -3151 Department of Commerce Stan PIanLD.Number Sanitary Permit App 4 ��i'�ED In accord with Comm 83.21, Wis. Adm. Code inf s15.44(lxm) Project Address (if etvt than trailing address) may be used for secondary purposes yacY � 1. Application information- Please Print All Information 2 U 2003 /• 2 `� ���ysT Parcel H Lot,# Block is Property Owr is Name ST. CROIX COUNTY � ,s .I ZONING OFFICE Property Location Property Owner's Mar ' Address 51- Section 3S City, State Zip Code Phone Number & circl ) J' f' 0Sk T e N; R — E - e o 11. Type of Buildi g (check all that apply) /I,t r Subdivision Name CSM Number J� ti X I or ? Family Dwelling - Number of Bedrooms ' O S" ❑ PubbeXommercial - Describe Use ST � •. / � ❑Cit _ ❑Village TownshipoC Q ❑ State Owned - Describe Use W 111. Type of Permit: (Check only one bo o 11 a Complete line B if applicabl A. New System ❑ Replacement System ❑ Tteatment/Hoiding Tank Replacement Only ❑Other Modification to Existing System list Previous Permit Number and Date Issued B. ❑ Permit Renewal Permit ❑ Change of ❑ Perm Revisim it Transfer to New r �3a Before Expiration Plumber Owne 1V. Type of POWTS System; jCheck all that a 1 ❑ Non - Pressurized in- Ground ❑ Mound ? 24 in. of suitable soil [) Mound < 24 m. of suitable soil ❑ At -Grade ❑Single Pass Sand Filter Constructed Wetland ❑ Pressurized in -Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit C1 Recirculating Sand Filter C1 R synthetic Media Filter Dri I-tess Pi ❑ Ptha lain) V. Dis ersal/1'reatment Area Info mattou: ed (s Sy pos stem Elevation Design Flow (gpd) Design Soil ApApplication Rate(gpds ( ispersal Area Required sC) Dispersal Area Pro 900 933 in Total Number Manufacturer Prefab Site Steel Fiber Plastic V1. Tank lnfo Capacity �p itf f7�� Concrete Constructed Glass Gallems Gallons of Units 4 /7 New Exirting Talcs TarJua / ScPlic � �• / Aerobic Trcatmcra Unit I j D� ing Chembcr V 11. Respoosibill Statement- 1, the under ass nslbW for Installs Ion of the POWTS shown on the attached Plans. j PI s MP RS Number Business Phone Number Plu Name (Prin I' Plumber's Address (Street, City, State, dip C V11 . County/ e artment Use Onl Sanitary Permit Fee �,in Groundwater Date su ssuing Age t Signatur o Stamps) Approved 0 Disapproved Surcharge Fee) QT (o ❑ Owner Given Reason for Denial 0 1X Conditions of App oval/Reasons for D sap roval� ",oA n - n / , /`�� n1 ��� 'QQVV���n W �' h.C.a ] '` ` f r � i Attach complete pl to the Cou only) I the stem ou paper not u than 91121 11 is b 1..LZe y 6 � ax- d ) q 0 SBD -6398 ( R. O1/0�3 -0 �� vl~S� C�� !/Y4S ) - � ^.' �3 dzc '�, Aim . RECEIVED Wisconsin Department o Commerce OIL EVALUATION REPORT Page of _L_ _ Division of Safety and Bu Icings D O 4 inn r a e Comm 85, Wis. Adm. Code County C IO l, Attach complete site p n on,�p r s th t.12 z 1 inches in size. Plan must include, but not limlted o: ver�c�a f�teren point (BM), direction and parcel IA. e percent slope, scale o dimens�IAfG�rPand lace on and distance to nearest road. e y Date Please print all tnformatton. �a 7 a Personal inrormnlion you pronto may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Owner Property Location Lot 5 114 �� Property N R / E (or)CJ Govt 114,UF O o � —� # Block # Subd. Name CSM# Property Owner's Mailing Address G ' State Zip Code Phone Number ❑ Village [Town Nearest R6ad Cm 4k Ji i IM V�6rL w ( S �14 /S ( /S) ( C11 4A 2 A _� �.� /Lf� = New Construction Use: Residential 1 Number of bedrooms Code derived design flow rate G _�' ❑ Replacement Public or commercial - Describe: _ — L Parent material Flood Plain elevation H applicable _ —_ —GU� - - - -� '— L / Generalcomments P�� J .� 93, / PL T and recommendations: O R Boring / H1 LP Boring # � , ft. Depth to limiting factor in. Pit Ground surface elev. _ Sol A lication R ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff 'Eff#1 Eff_2 I, in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -- a L/ 3190 a. i I - Boring Z g Borin # Pit Ground surface elev.! �'zG_ ft Depth to limiting factor �`� in. Soil A pl'ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots .EGPOfffEff 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. f Z, —4Gk I Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ent #2 = BOD, < 30 mg/L and TSS < 30 mg/L ature CST Number CST Name (Please Print) - ZS 3 30 ✓N r Telephone Number Address ' Date Evaluation Conduc ;ed I r r W 1. S z.5 Page '71— oIf Property Owner _ _ Parcel ID F31 Boring / in. Sod A ication Rate Pit Boring # 9 (0 � ft, Depth to limiting factor _2_ __ � © Ground surface eiev. Texture Structure Consistence boundary Roots GPDIff •Efft11 'Eft #2 Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. in. Munsell Cu. Sz. Cont Color 6 ldvi"31Z i 3 ❑ Boring # Boring ft, Depth to limiting factor in. Soil Apolicalion Rate ❑ Pit Ground surface elev Horizon Depth Dominant Color Redox Description Texture SW�ure Consistence Boundary Roofs GPDIff in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 i I I � I Boring in. El Boring # Ground surface efev. ft. Depth to limiting factor — Sod Aoolicadon Rwe ❑ Pit GPOtW Horizon Depth Dominant Color Redox Description Texture I Swaure Consistence Boundary i Roots 'crw� Gr. Sz- Sh. in. Munsell 'Erf#1 C Sz. Cont Color I I � I I I Effluent 91 = B00 > 30 < 220 mgiL and TSS >30 < 150 mglL Effluent #2 = BOD, < 3 <– 0 mglL and TSS 30 rn9L s The Department of Commerce is an equal opportunity service provider and employer. Iryou necd assistancc to access serviccs o need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. Sao n330(R.o'rioa( 1 PAGE _aOF_]� NAB LOT #LEGAL DESCRIPTION:SL 1 /44EI /4,ST�,N,R,E(or SCALE: 1 "_ Q I ELEVATION: BM 1 DESCRIPTION: 04 " vc, BM 2 ELEVATION: BM 2 DESCRIPTION: SYSTEM ELEVATION: q , SYSTEM TYPE: s Alc)Ax 5�5 1 U �A 1 i � I m A DATE: SIGNATURE: T.L. Sinz Plumbing Inc. E5609 708th Ave. Owl �?V rLD�,+2.s (-'(,L Phone: (715) 235 - 2644 ��o I � Fax: 715 Menomonie, WI 54751 _ ( ) 235 -2592 6C }.) C �S 3� n l $ W www.tlslnZplLlmbing.com — 10 i,J rJ t� i— L Cwt M 4 rt / Z L By �iJS«E - LI �- .2•`T� `�3.3� � A( LeV 93.0 }�vY • r+ S � ' c r �G I11'S �C � � Gx � G ' ✓-. � W i 1 �193 R� l3 .. . /•• .. V•. •`•Y .. .. ... ... ........ .. .. _ .... ........�............•rr�w..... WEATHERPROOF LACKIW COVER .1UNCTIoN iN &Yx QVICK DI�C.D�V�CT --"� r /7,,;7 �7 r 3' • U NDISTURUD Pv{ Sol It w 4 K4N UOLE + vEhTj iA" T T 3ONT ^ � W FLES 4 0 pin aL 3' o-+ ON � . o OwY a `rLn PualP D COnZRFT"c ;EPTIc E SPEC IFI j nu -s MANUFACTURER' QLMBER OF DOSES: PCK DAB TAIUK SIZE ; \ �`� V� OALLOIJS DOSE VOLUME LAKn P1Al1uiACTURCa; S, } �`t -tY� IWCLUOIN& 6ACKFLOW: C.A�LoNS nODCL WLIl'1pER: CAPACITIES A= 2� WCNCS Ox 11 l CJAL LO� 5 SWITCH TVPC; Q.vayv w \�p c 2 r G9 0 � IIJCHES OR C.ALLO S C • OK (,A 0L.5 MODEL QUMpCR; SHL�t= 3 0 D" � INGHES OR OGI,� GA J� 1. JWITCH TyPC; �a"v IJOTE: PUMP AWD ALAR ARC TO 6C kC�I R c K M'W IMUM DISCHA 3V INSTALLED 0 Sf RATE I CL''r G rK y� :RTICAL DJfCxCIJCC DETWCCIJ PUMP OFF Au0 OISTRIDUTIOU PIPE•. 2 Z ' FEET CV M�>JIhuM ►JCTWORK SUPPLY PRCLtUR , , , . . , , Q FE. CT I i C E 7 OF FOfiC[ MAIM X -_ 9 , r epo FEFRICTIOU FACTOR. � � FEET TOTAL DJWAMIC. HEAD = FEET U TCR►JAL DIMCIU61O►JC OF TAWK, LEWC.TN �� ;WIDTH S- - ;LIQUID DEPTH _ Wholesale Products Page: 6350 -1 Performance ' Section: Performance Data data Dated: January 2001 RPM: 1 550 Discharge: 1 -R/2"' olidsq3/4H i 12 40 9 30 tz N LLW. W Z 6 20 CD SHFE30 J Q I 3 ~` 10 I 0 0 Capacity -U.S. G.P.M. 10 20 30 40 50 Liters/Second 0 1 2 3 The curves reflect maximum performance characteristics Without exceeding full load (Nameplate) horsepower. All pumps have a service factor of 1.2. Operation is recommended In the bounded area with operational point within the curve limit. Performance curves are based on actual tests with clear water at 70 0 F. and 1280 feet site elevation. Conditions of Service: GPM: TDH: I� HYDROMATIC o r o d I I I I z =► � O I n d d w ( O n d �i w 7 O O A O 6 cm N• I m S o w a o 3 y W 3° �•-� �� po � (�D Ao 0 go co o lA\ I CD 7 Nab N I CD o �° I 3 3 3 H � � ° a 2: ° coz tnzA tnz v�zI acch e� m (n D (o D y m (a D (H D O m i 3i ` 32 (O 1" Ci O z z z z o o m c�r I o 0 0 0 ° ° -• ww� 3 ^Q tn lr I z 0005, .'' Z Z a cn co (p {{ cry A N N N s C y N= A D O» 3 W I 01 CL m co N T N d OO- .O�i V O I 0 C C f/1 z O Q O O � a 7 I a y I r- O O O N c C (D o (CD OZ (CD A Z I m in yr a d. I D) (D a I (D (D I a m z G A O '. Z - 3 m 00 y Z (D A W I ID CII cL _< 0 o� acne a ° $� �.m �g a (D a� ad O a N °? N N a� -a d O a� O A N C 5.3 Oc� (a _ �.3 G) � �� r_z � (o y a 0) N O <. ,�, < N p (G N a D) y 0< - G N O a o�o o�o 5:3�i w a, I x y x �� o� o 0_3 m o m � m » a o m 3 CD y�.'a y P2 m c c o m 3 m c c 8 c d 3 5 I y `3.(�0� N� m m ai ° Ny m ( O M = a s� CL aO si w a �� a 7 aO n. y 1�p I 3 CP �CD 3 com m $ 4 0 •" o w y p N (n Z Q' 'a CD N CD N? N l 0) 3 d a rn m < cn ( a g 0 O N V�j' a g C O fl:, (D 3 y N 7 O I co a w C ''' ONO(DOO a W C 3 3�� I o o ° m m �e vA a a I o � C', 'o i NaV 12 03 04:1 Honte Excavating (715)796 -2519 P.1 Wisconsin Department 01 Commerce SOIL EVALUATION REPORT Pace _(_ of ()ivisiori of Safety ar 8ui1cings in acmroance with Comm 85, Wis. Adm. Code County Ana ch complete she ptan on paper rat less than 8 112 X 1 1 indies in size. Pion must �� t include, but not limited tat vertical and horizontal reference point (8M), diroction and Parcel ID. percent slope, scale or d mensions, north arrow, and locatlon and distance to nearest road. Please print all lntbrmatlan. Reo' ed by Dat@ } f'r •o �nl :,,(on :vrli;n ycu Quick may •o u3od ler secondary pvrposos tP(rvacy Lpw. s. 151:•1 17) — _- [PropertyLo:,alion Pro r•.,wnur i .✓ i f� ( Goo'± Lo'• S F 11�,vY ",1 <t $ - Tip N R Prop ?rry awne's Mi Fng Address Lof k Block k Subd. Name or CSMIt -e Ad r r, — — �;, SI]L° Zip Code Phone Number + City ❑ Village 15?To•+.n Nearest Road t' VYA Y � °YL L l l I S /.5 ( //5 - 2�(. 4p New Construction J.c: Residential I Number of bedrooms - 32- Cooe oerived design flow ril Replacement l Public or commercial - Oescribe. - 1 Parent material - - = -L - -. —_ __ _ Lf Fbod Plain ei ©va0on if pl Gone-al commLrd`. s r h'� Q� 2 ✓ 9 3' / - -- anc recornmrn7alicns: Bcnng L pi. Ground surface e)ev _ �� DepU+ :o ;smiting Factor G n Sol Appiia.en ''. Homo:: OepN, Dominant COO" Ce ti Texlura ' Stn due Constslenc2'', Boundary Root GPC tt j n 1�n cu. Sz Conl. Co br Gr. Sz. Sh. i i_ Z = z 9ar.ng uvring C�'Z(j Depth to iirnitin factor 7_ I p Ground surfacce ev. _` _ _ 9 Ronzon Uepu� Dcr,inaru Color Rodo escription Texture Siruwura Consistence ` Boundary Roots in. Munsell Ou. S. E t C Gr. Sz. Sh. + F lf 1 'F!f ` C � �m�rC l7'1 f . C r4�— I C �- i _ 5 G � Eff uaw R 1 = 800 > 30 < 2ro rnq a TS > 30 < 150 myt- Effluent t12 = BOC, < 30 rr.g/L and TSS < 30 m r- C Signature ST Numoer 1 T t +amp (P'ai�.c °:r.j _ � l- i I �curc =.s Cale Evaluation Conduc.eo Telephone Numtet t Z!l cy �o �, �'f nr �l W!. SyazS- l i+ Nov 12 03 04:13p Honte Excavating (715)796 -2519 4 . Q Page � of Property Owner _ l Parcel 10 # � - ---- Baring Boring # [ . U ft Depth iD limiting tactor in. Ground surface e3ev. Sod A �twn FatE pi y GPOO N,crizon Deoth Deminant Color Redox DascrPption Texture 5trutd tre Cansistenra 8eucday Roc's •Eff'J t _ cllr'? r ) iu. RS nsci< Ou. Sz. ("04,1_ CO3, _ Gr. Sz. Sn / - i t Z ° v S /cam I / i L Boring Bonng X ft. De th to 'mni�ng tac =r n. J Pit Otuund Surfar� elev. p Soil Apoliraton ,talc H O'i20n Depth Dominant Colo! I Redox oescripnon Texture , Sin:cure Consistence ` 9cundary Roots GPD!1� n. hlcnset! (3U, Sz. Ccni Corr Gr. Sz_ 5.:. EID 60m] Ground surface e sv. fi. Ceoth tc limiting fzc!or _ :n. Ronny U Fit Sod AN cDlimLion _e !cr¢an ; Oep h Dominant Color Redox Dcsaiptien i TeA ure i Suuc -u- Cons'stencs acundary f Roots �. n. Ou. Sz. conL Color munsei' I ' G; 7x Sh. E 7t t E3 uent x'Z = Bor-, < -1 a mg: R :g '- anc TSS < 3G L Eii'.uent 9 = 500. > 3t] < 22U mgit 3". 'S >30 t w mgt - ht: Department of Cor :rtcrce is an equal epponunrty sL : - ViCC p-aytdcr anc cinploym ifyeu need assistance :o access ser.icc5 c- need matcrial in an alternmlc fo. please contact file department at 609 - 266 - 3151 or 1 608 264 - 1 »C -Ili J71R- Peal! t Nov, 12 03 04:13p Bonte Excavating (715)796 -2519 P-3 PAGE ?OF NAME: T LOTO _4,S, 55 3o,N,RB __�_LEGAT- DESCPJPTION.��1/446 1/ SCALE: V'= I ELEVATION1659. 0 8h I DESCRIPTION:_4 j r VC 13M 2 ELEVATION: BM 2 DESCRIPTIO N,goWF' SYSTEM ELEVATION: SYSTEM TYPE: SIGNATURE: DATE: • Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ST 01 707 - 7162 Sanitary Permit Number (to be f ed in by Co.) n, WI 53 Madison, taut' �scons�n 608 266.3151 O Department of Commerce Sanitary Permit Application it State Plan LD, Number iQ In accord with Comm 83.21, Wis. Aden Code, personal information you provide ect s (if diPk�emt than address) may be used for secondary purposes Privacy W - , r _ Prot t ,/ PI Print All Information' ' a X41 ST 1. Application information P Propen Owner's Name i i, a <( 1 i i �. Parcel N Lot N Block a l v .� E Le, R iLo location Property Owner's Mailing Address � <y �'1Z9 t09 G A 1U� %, Section City e Zip Code Phone Number s y circle one) 4- � h N R EON 6 It of Build g (check all that apply) Subdivision Name um r 6 - 1 or 2 Family Dwelling - Number of Bedrooms {{� ❑ Public/Commercial - Describe Use ❑City Village �T'ownship of ❑ State Owned - Describe Use U'l�(N 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ' New System ❑ ement System ❑ T matment/Holding Tank Replacement Only ❑ Other Modification to Existing System 11 ions Permit Nearlperp�lijssered B. ❑ Permit Renewal ❑ Permit Revi - ❑ Change of ❑ Permit Trans Before Expiration Plumber Owner IV. Type of POWYS S stem: Check all that a RR )N - Pressurized In- Ground ❑ Mound ? 24 in. of suitable '1 ❑ M 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized in- Ground ❑ Holding Tank t Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating S thetic Media Filter ❑ Grav -less Pi ❑ Other ) V. Dis ersal/Treatment Area In mation: ' j 3 Design Flow (gpd} Design Soil Application Rate(gpdsf) spersal Area Req (so Dispersal Area Proposed (sl) System Elevation Tank Info �� z tal OjU / Maze acturu Prefab Site Steel Fiber Plastic VI. Galnits „J /< v” ` j� _�� Concrete Constructed Glass Ncw Hxistina j/ r) ' y Talcs Tuna r � Scptic or Holding Tank Aerobic Ttcatmcru Unir Varw� v Dosing Chamber tv 3 VII. Responsibility Statement - 1 the under ne asttme sibUi for installadon of the POWYS shown on We attached fans J Plumbe ' Name (Print) Plumber' a MP RS Number $ cln�•c Phone Number G� j� � L S �.- P 138 k Z. 715= 1/44, -1 Plumber's -Address (Street, City, State, Zip Coder ,�.- � - AP VP Vill oust /De artment Use Ont Sanitary Permit Fee (includes Groundwater Da lssuod uing Ag t Si gnatur Stamps) Approved ❑Disapproved Surcharge Fee) Qf (I�� 4. / ❑ Owner Given Reason for Denial 3 i v! Co of ���vsU easons for Dfsapp 3��� - Q,. �� -r ly2 (ir•� to' STEM OWNE 1 Septic tank effluent filter and M- ((3 �Z is ersal c t all be serviced / maintained G as er mama e n rovide y p umber. D Q� C fp- t, L2_ I p e r st applicable code /ordina ces. In nine LAT L11JtS MUSJ 8�, SU9V er /�"d VA as per app I" oompkic platy (to the C'6t& only) for the system on paper not kern than it(2� lucha in� SBD -6398 (R. 01/03) 3o i W 6,e a, B'?/ t!'� • ORIGINAL I I r � 1851 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing 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 dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 7.27 acrg.,CSM pending Please print all information. evie e y Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Property Owner Property Location Bonte, Ron Govt. Lot SE 1/4 NE 114 S TRECOV Property Owner's Mailing Address Lot # Block # Subd. Name or CSM 1011 170th St. 4 jend City State Zip Code Phone Number City Village a Town Neare t Roa L 2003 cY Hammond WI 54015 715 - 796 -5240 Richmond "01� X ✓ New Construction Use: #0 Residential / Number of bedrooms 3 Code derived design flow rate Replacement Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install shallow conventional trench system in B5 -B6 -B7 area w/ sys elev 1 .25' below surface contours @ O�gpd sq ft loading; a -gra e p r 1 Boring # ...1 Boring Pit Ground Surface elev. 97.0 ft. limit factor 59 in. Soil Applicat Rate Z" Pit to lim ting o pp Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -6 10YR 212 - sil 2 f sbk dsh gs 2fl m .5 .8 2 , 6 -12 10YR 2/2 - sil 2 m sbk dh cs 1m .5 .8 3 12 -25 7.5YR 3/3 - sil 2 m sbk dh cs 1m .5 .8 4 25 -44 7.5YR 3/4 - Is 0 sg di gs 1M .7 1.2 5 44 -53 10YR 4/4 - s 0 sg ml as 1 m .7 1.2 6 53 -59 5YR 4/4 - sl 0 m mfr cs - .3 .5 7 59 64 5YR 414 f2f 5YR 5/2 sl 0 m mfr - - .3 j .5 Fal Boring # Boring Pit Ground Surface elev. 97.0 ft. Depth to limiting factor 59 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i � l I some gr /cob occasional stone 25 -53 "; variable depths to massive sl, sometimes w/ redoximorphic features make an at -grade system the best alternative this area Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L " EfflueRL#2 = BOD < 30 mg /L and TSS < 30 mgr CST Name (Please Print) Signatur : CST Number Henry F. Grote 4 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 9/13/2003 715- 233 -0398 Ilt Property Owner Bonte, Ron Parcel ID # 7 acre CSM pending Page' 2 of 4_ 2� P Y F Borin # Boring g 4!J Pit Ground Surface elev. 96.6 ft. Depth to limiting factor 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDJft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 10YR 2/2 - sil 2 f sbk dsh gs 2f1 ml .5 .8 2 5 -11 10YR 2/2 _ sil 2 m sbk dh cs 1m .5 j .8 I 3 11 -19 7.5YR 3/3 - sil 2 m sbk dh gs 2m .5 .8 4 19 -27 7.5YR 3/4 - Is 0 sg dl cw 2m .7 1.2 5 27 -37 10YR 4/4 - S 0 sg ml aw Inn .7 1.2 6 37 -44 1 5YR 4/4 - sl 0 m mfr cs - 3 .5 7 T 44-52 5YR 4/4 f2f 5YR 5/2 $l 0 m mfr - - 3 .5 7 Boring # .j Boring Y1 Pit Ground Surface elev. 95.3 ft. Depth to limiting factor > 70 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 -6 10YR 2/2 - sil 2 f sbk dsh gs 21`1 m .5 .8 2 6 -10 10YR 2/2 - sil 2 m sbk dh CS 1M .5 8 3 10 -14 10YR 3/3 - sil 2 f sbk dsh Cs 1m .5 .8 I 4 14 -26 7.5YR 3/3 - sl 2 m sbk dh cw 1m .5 ! .9 5 T 26-56 7.5YR 3/4 - Is 0 sg dl as 1M .7 1.2 6 56 -70 5YR 4/4 - sl 0 m mfr - .3 .5 horizon 3 sbk occasionally parts to 2 f pl; horizon 5 has pockets /inclusions 10YR 4/4 s (0, sg, dl) ' 47 Boring # Boring YJ Pit Ground Surface elev. 96.4 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -4 10YR 2/2 - sil 2 f sbk dsh gs 1f /m .5 .8 2 4 -6 10YR 2/2 - sil 2 f sbk dsh gs 1M .5 .8 3 5 -16 10YR 2/2 _ sil 2 f - sbk dh Cw 1 m .5 .8 4 16 -19 10YR 3/3 - sil 2 f -m sbk dh gs 1m .5 1 .8 5 19 -37 7.5YR 3/4 _ Is 0 sg dl as 1M .7 i 1.2 6 37 -42 5YR 4/4 - sl 0 m mfr cs if .3 .5 7 42 -48 5YR 4/4 f2d 5YR 5/2 sl 0 m mfr - 3 5 ' 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. SBD -83 30 (R 07 /00) Certified Soil Testing I1 - , ORIGINAL, 1851 Wisconsin Department of Commerce SOIL EVALUA ON REPORT Page t of 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing 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 Parcel I.D percent slope, scale or dimensions, sions north arrow, and location and distance to nearest road. 7.27 acre CSM pending Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.D4 (1) (m)). Property Owner Property Location Bonte, Ron Govt. Lot SE 1/4 NE 1/4 S ECIERV Property Owner's Mailing Address Lot # Blo�#Subd. Nam e or CSM 1011 170th St. 4 endi EP 2003-- City State Zip Code Phone Number City j Village 16 Town Neare t Roa Hammond ( WI 1 54015 1 715- 796 -5240 Richmond I WTh§k New Construction Use: fA Residential / Number of bedrooms 3 Code derived design flow rate _,. Replacement Ld Public or commercial - Describe Parent material loess over till Flood plain elevation, if applicable NA General comments and recommendations: install shallow conventional trench system in B5 -B6 -B7 area w/ sys elev 1.25' below surface contours @ 0.5 gpd /sq ft loading; at -grade possible on 97.0 contour Boring FT] Boring # _:1 Y"' Pit Ground Surface elev. 97.0 ft. Depth to limiting factor 59 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0 -6 10YR 2/2 - sil 2 f sbk dsh gs 2f, m .5 .8 2 6 -12 10YR 2/2 - sil 2 m sbk dh cs 1 m .5 .8 3 12 -25 7.5YR 3/3 - sil 2 m sbk dh cs 1 m .5 .8 4 25-44 7.5YR 3/4 - Is 0 sg dl gs 1M .7 1.2 5 44 -53 10YR 4/4 - s 0 sg ml as 1M .7 1.2 6 53 -59 5YR 4/4 - sl 0 m mfr cs - .3 I 5 7 59 -64 5YR 4/4 f2f 5YR 5/2 sl 0 m mfr - - 3 .5 1 F a Boring # -1 Boring 0 Pit Ground Surface elev. 97.0 ft. Depth to limiting factor 59 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 i i some gr /cob occasional stone 25 -53 "; variable depths to massive sl, sometimes w/ redoximorphic features make an at -grade system the best alternative this area Effluent #1 = BOD 30 < 220 mg and TSS >30 < 150 mg ' Efflue 2 = BOD < 30 mg /L and TSS < 30 mgt: CST Name (Please Print) Signatur : CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 9/13/2003 715- 233 -0398 I Property Owner Bonte, Ron Parcel ID # 7.27 acre CSM pending Page 2 of 4 a Boring # Boring 16 Pit Ground Surface elev. 96.6 ft. Depth to limiting factor 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Upffil in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -5 10YR 2/2 - sil 2 f sbk dsh gs 2f1 m .5 .8 2 5 -11 10YR 2/2 - sil 2 m sbk dh cs 1M .5 j .8 3 11 -19 7.5YR 3/3 - sil 2 m sbk dh gs 2m .5 I .8 4 19 -27 7.5YR 3/4 - Is 0 sg dl cw 2m .7 1.2 5 27 -37 10YR 4/4 - s 0 sg ml aw 1m .7 1.2 6 37 -44 5YR 4/4 - sl 0 m mfr cs - .3 .5 7 44 -52 5YR 4/4 f2f 5YR 5/2 sl 0 m mfr - - .3 .5 F3 ] Boring # Boring W1 Pit Ground Surface elev. 95.3 ft. Depth to limiting factor > 70 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -6 10YR 2/2 - sil 2 f sbk dsh gs 2f1 m .5 .8 2 6 -10 10YR 2/2 _ sil 2 m sbk dh cs 1M .5 .8 3 10 -14 10YR 3/3 - sil 2 f sbk dsh cs IM .5 .8 4 14 -26 7.5YR 3/3 - sl 2 m sbk dh cw IM .5 .9 5 26 -56 7.5YR 3/4 - Is 0 sg dl as 1M .7 1.2 6 56 -70 5YR 4/4 - sl 0 m mfr - - .3 .5 horizon 3 sbk occasionally parts to 2 f pl; horizon 5 has pockets /inclusions 10YR 4/4 s (0, sg, dl) F4 ] Boring # Boring jo Pit Ground Surface elev. 96.4 ft. Depth to limiting factor 42 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0 -4 10YR 2/2 - sil 2 f sbk dsh gs 1f /m .5 .8 2 4 -6 10YR 2/2 _ sil 2 f sbk dsh gs 1m .5 .8 3 6 -16 10YR 2/2 - sil 2 f -m sbk dh cw 1 m .5 .8 4 16 -19 10YR 3/3 - sil 2 f -m sbk dh gs 1m .5 i 8 5 19 -37 7.5YR 3/4 _ Is 0 sg dl as 1M 7 1.2 6 37 -42 5YR 4/4 - sl 0 m mfr cs if .3 .5 7 42 -48 5YR 4/4 f2d 5YR 5/2 sl 0 m mfr - - 3 .5 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. SBD -8330 (R 07/00) Certified Sal Testing Property Owner Bonte Ron Parcel ID # 7. acre GSM pending Page 3 of 4 a Boring # Boring Pit Ground Surface elev. 913.8 ft. Depth to limiting factor > 76 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots �Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 -5 10YR 212 - Sil 2 f sbk dsh cs 2m1f .5 .8 2 5 -13 10YR 2/2 - sil 2 f -m sbk dh cs 1m .5 .8 3 13 -20 10YR 3/3 - sil 2 m sbk dh gs 1 m .5 .8 4 20 -33 7.5YR 3/3 - sl 2 m sbk dh gs 1 m .5 .9 5 33 -69 7.5YR 3/4 - Is 0 sg dl cs 1M .7 1.2 -T 6 69 -76 5YR 414 - sl 0 m mfr - - 3 5 some gr /cob 33-69" F6 # A Boring /0 Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 51 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I 'Eff#1 'Eff#2 1 0 - 10 10YR 3/2 - sil 3 f sbk dsh cs 1f /m .5 .8 2 10 -18 10YR 4/4 - sil 2 m sbk dsh gs 1M .5 .8 3 118 -26 7.5YR 314 - sl 2 m sbk dh gs 1m .5 j .9 4 26 -36 7.5YR 4/6 - Is 0 sg dl cs Inn .7 1.2 5 36 -51 7.5YR 4/4 - s 0 sg dl as 1M .7 1.2 6 51 -72 5YR 4/4 c3d 5YR 5/2 sl 0 m mfr - - .3 •5 occasional gr in horizon 4 F Boring # Boring Pit Ground Surface elev. 100.3 ft. Depth to limiting factor > 67 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GFDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 V4 -t O r— c ° ---- -: �w�www ' WNNNUU � I ` ' l • j 1 7 uj t t n cl M Y � v � � N M' \t k^ 1 ~ pn N A , J - I d r -4- r (J 3 =� r f f f Property Owner Bonte, Ron Parcel ID # 7 acre CSM pending Page 3 of 4 Boring # _j Boring Pit Ground Surface elev. 98.8 ft. Depth to limiting factor > 76 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EtW1 •Eff#2 1 0 -5 10YR 2/2 sil 2 f sbk dsh cs 2m1f .5 .8 2 5 -13 10YR 2/2 - sil 2 f -m sbk dh cs 1m .5 .8 3 13 -20 10YR 3/3 - sil 2 m sbk dh gs 1m .5 .8 4 20 -33 7.5YR 3/3 sl 2 m sbk dh gs Inn .5 .9 5 33 -69 7.5YR 3/4 _ Is 0 sg dl cs 1m .7 1.2 6 69 -76 5YR 4/4 - sl 0 m mfr s6m6 gr /cob 3 7 Boring # — j Boring jo Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 51 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -10 10YR 3/2 _ sil 3 f sbk dsh cs 1f /m .5 .8 2 10 -18 10YR 4/4 sil 2 m sbk dsh gs 1m 5 .8 3 18 - 26 7.5YR 3/4 _ « sl 2 m sbk dh gs 1m .5 .9 4 26 -36 7.5YR 4/6 _ Is 0 sg dl cs Inn .7 1.2 5 36 -51 7.5YR 4/4 _ s 0 dl as 1 m 7 1 1.2 i 6 51 -72 5YR 4/4 c3d 5YR 5/2 sl 0 m mfr - 3 5 occa loWal gr in lqrizon 4 7 ] F Boring # _j Boring Pit Ground Surface elev. 100.3 ft. Depth to limiting factor > 67 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i 4 f vj • 0 r V e a��tiww ywiuwoo f p v, J w .. � ci 9 i f C bI N � a G � u M ik a J N Ni t+ 6 °O r Sp j ~ P'7 \ N - ry C 5 Cl F C - w r4 rr , W �k o ; 41 J RE CORNER OF SECTION 33. (FO AD 3/4' ROAR). XQQ= BEAR #818 ARE IN RE THE � O 1T ASKED BEAR AABED ON GLOBAL POSITION/W . WKWATr .l.Q.t..4 V;o L 17 �. 5 M P°je qb`I a EAST LINE OF THE NE 104 7ys1Z� �• Doc. 00 Se 140 1 E 988.8 /' S r r' 371.24 3 Q�. $3� oo` .�AtT. • LOT i ' 3.00 ACRES a 8 r /30,716 80. FT. 1p 8.K TAP OF P/PE P. 84 AC, EM. R/IY � ' 1.... _..1000. a ....... L OT 2 � ► :��r .� U3. g 8.P/ ACRES 0189'63' OVW 397.48'. ..�•.•....• .............. �Pta. sO` FT. 489'33' 09'8 387.43'. "I, 'Pi 4 S. is AM EM NOW . .r P.>ti4.73E BQrFT. b LOO-Off. o' b LOT 3 v 3.00 ACRES & mI g _ 130.894 S& F7. !� $ E ,► � • 1'. 84 AC. EXC. ft-1 X31 a _ `, I 1 :�„ map : ....................... 3r2. 19' `` `' -40900 99 a X9.38' W. 3T' 1� a L.O . T...2 � D •� out `•�� � � ` LO 7.48 A .! `�. _� a�� s'o. FT. -414.738 8Q FT. LOD -Sol. 00 t 4281.39' 937.08''' 33 f for or ass 53 o0." w 97 oe' ....................... C-W QUARTER L INS N 1104 CONJO OF t.'ORNER OIF SECT►AI/ sK tFom SECT plf 36. iFOtiND ST. CR07X cou"y , t[wump . kw . f sfBtVEy NAIL �. 1 :� IMNIENT). B.)1. NQTE NO O811ER OF RE8lDEIIf7' a►UiLL DO ANYTN1Nii Wow NiOIILO •� INTERFERE W17H OR OF"M WK MM WA /MAKE R W. MIS INCLNOES WT 18 MOT LIMITED TO BUILDING UPQM. oDSTRUCTINSP AL TER INS, F ILL 1 019. BRAD INS. EXCAVATING, OR BERMINB. JAMES AL 0 - SET I 0.D. X I8 IRM PIPE wam W IGHIN8 h 1SL8S PER L INEAR FOOT. 34M ®� PRWO GsED DR 1 VEWAr L mA I oN 8p"19 v 1Mti,RY. AM AL 1' �EDlT 0 100 2 0 400 SHEET 1 OF 2 L SURKY/Ma, IM 9"071A IRM INSTRUMENT DRAFTED BY 41H KvF.,R DATED a►_VA-a3 . a —v.,. - o Q.11*, 10 - ZA-00 s �l d Z L a T, l O r� J � 1 Ir T� r W � o � � o I Y, LA � m � c �w Z s I 0 ZL � � Q r-- O r— �c w J� tot z fi 7 r, -v o A s w ,c � a 2 WEATHERPROOF LOCKING COVER ctlor+ w,a�N ANC ,c A8E/ . gUiCK DIiCOVViGT --, la, IL � ,+r Pyc , j7�,rrn PIP6 3' 0 NOISTuROED SOI 24 e • : ��►2a,, I.D. 4 I ° �:; ...:. MANuOLE M. iwu r cT 3ONrJ ' � FLE$ 4 pin AL 3' OwTo E C.T I O t44 �•., n ON - U•cLLnx c PwW l D Fes. EscoGK iEPTIC t _SPECIFI'CATIOIJS •Au..S MA►JUFACTURCR: " IJumb OF DOSCS; PEK OAn TA,J 51ZE ; k *-'� - ` CALLOUS ..DOSE VOLUME .LARM MAWUFACTUKCR; S `� -�Y� INCLUDING OACKFLOW: �`�j GAL�ONS MODCL WLI)AiCR: ° CAPACITIES: A= wCHES OK � " SWITCH TYPE: WA� _._ -12- GA L L O 4• S I� 8 °-- 2— IWCHES OR a GALLON 5 JMP 11AWLIFACTURCR: �'-X�. \"'^' �� b ' ^---- C• OR GA��ouS MODEL 1JUMDCR; ' SHV 3D , D"...� INt;HES OR S �'� GALLO+'j. JWITCH TyPC: V�Q.v..tiV w IJOTE; PUMP AWO ALARM ARC TO CC MIWIMUM DISCHARGE RATC 3V (,►}� - IN5TALLEO Ow SEPNRATE CIKCLIT, :RTICAL OIFFEREWCC OETWCC1J PUMP OFF ALJO 0WKIbUTIOW PIPE_ y FECT • MIUIMUM ►JETWORK SUPPLY F - AMUKE .. FEET - 72 FEET OF FORCC MAIN X '1 � . tFRICTIOU FACTOR. i� FECT TOTAL Dy WAMIC HEAD = 3 FEET TERWAL, D1MEw6loWS of TANK: LE►JGTH �� ;WIDTH ;Llqulo DEPTH Wholesale Products Page: 6350 - Perform ance` M Section: Performance Data Dat Dated: January 2001 RPM: 1 550 Discharge: 1 -1 /Z" Solids: 3/4" 12 40 9 39 W 1.^ Li. tz W Z 6 20 4 0 = Z � 3­ 0 0 3 40 50 Capacity -U.S. G.P.M. 10. 20 Liters/Second 0 1 2 3 The curves reflect maximum performance characteristics v4ithout exceeding full load (Nameplate) horsepower. All pumps have a service factor of 1.2. Operation is recommended in the bounded area with operational point within the curve limit. Performance curves are based on actual tests with clear water at 70° F. and 1280 feet site elevation. Conditions of Service: p GPM: TDH: f: 3 I HYDROMATIC r18' 28; O1 ME 15:11 FAX 715 586 4686 ST CRx CO ZONING � Z001 POW!"S OWNER'S MANUAL V. MANASsCr'tt(v! r�+H --. FILE INVORMATION SYMM SPECIFICATIONS Owner Septic Tank Capacity Dv0 1 ❑ NA Permit # Septic Tank Manufacturer Tj" ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms Ct NA. Effluent Fitter Model t ❑ NA Number of Commercial Units )k Pump Tank Capacity gal ❑ NA Estimated now (average) ?�+Dl� gaVday Pump Tank Manufacturer i7 NA pesign flow (peak), (Estimated X 1.5) gat /day Pump Manufacturer 4— ❑ NA Soil Application Rate r gaVdaylft� Pump Model —14 C1 NA ❑ NA lnflutlEifiuent Quality Monthly average* Pretreatment Unit en O Sand /Gravel Filter ❑ Peat Filter Fats, Oil 8T Grease (FOG) s30 mg/L p Mechanical Aeration ❑ Wedand Biochemical Oxygen Demand (BODs) x220 mg /L ❑ Dislnfectlon ❑ Other: Total Suspended Solids ( T55) s 150 mg /L Manufacturer Pretreated Effluent Quality ❑ NA Monthly average* * Di persal Cells} Biochemical Oxygen Demand (BODs) <_30 mg/L n- ground (gravity) ❑ In (pressurized) Total Suspended Solids (TSS) s30 mg/L ❑ At-grade ❑ Mound Fecal Ccllfot n ( mean s 10* cfu/ l 00ml t7 Dri - Itne ❑ Othei" Maximum Effluent Particle Size Ya inch diameter * Values typlCal for domestic (wort- commercial) w49ewater and septic tank effluent. * + vaiues typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency irupect condition of tank(s) At least once every C2 months Jeyear(s) (Maximum 3 yrs. ) Pump out contents of tank(s) When combined sludge and scum equals one -third (h) of tank volume inspect dispersal cell(s) At least once every �''� ❑ months years) (Madinclum 3 yes•) Clean effluent filter At least once every t ❑ months A"year(s) / � Inspect pump, pump controls ex.alarm At least once every ❑ months k ❑ NA Flush laterals and pressure test At least once every C1 months C3 year(s) ! thee: At least once every ❑ months ❑ year(s) Othen, At least once every C7 months 0 years) MAINTENANCE INSTRUCTIONS d at Plumber; 1rupections Master Plumber Res sinks and dispersal cells shag POWTS In s p ector PO M Intafner; S the following licenses or ptage Servicing operato 1 Tan Inspectiar! P1umiser; Restricted Sewer-, m must include a visual Inspection of the tank(s) to Identify any missing or � su dispersal h volume of combined sludge and scum and to check for any back up or p o nding of effluent on the ground and to check for any p dace. T effluent on cell(s) shall be visually Inspected to check the effluent levels It the observation pipes the ground surface. The ponding of effluent on the ground surface may Indicate a failing condition and requires the immediate notlflcation of the local r platory authority. When the combined accumulation of sludge and scu In n tank equals one disposed i} f In accordance e with ch. 1 3, WcK °n$ contents of the tank shall be removed by a S p ge B Admintstrative Code. The servicing of effluent filters, mechanical or pressurized pOWTS components, pretreatement components, and any ocher maintenance or rttonitorirlg at Intervals of 12 months or less shall be performed by a certtfled POWTS Maintalner. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPBrtAT ION r other chemic n For new construction, prior to use of the POWTS check treatment tank(s) for ciao presence of painting pro ducts o that ma impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the concern y a r or OOF ca use. „r rl+o ranirfSb rpmovad by t tentafrt Strvicyn� p6 Stt p I + 09 TUE 15:11 F.0 715 386 4686 ST CRS. CO ZONING (►0 02 System start up shall not occur when $0 CondilJons are frOW at " Infli tr idvt i0r4cu. During Po ver outages pump tanks may fill above normal hlgftwater keels. When pawtr Is rl3WMd tint twxu wastewater will br dischargtd to the dispersal cel!(t) In one large dame, overloading die cell(:) and may result In the backup or surface discharge vt effluent. To avoid this Situation havt the contents of Ow pump tank rertwvsd Ity A Septip Servicing Opsrator,prlor to r estor tnt power to the effluent pump or conwct a Pwmber or POWTS Maintainer to mist in manually operating the pump controls to restore normal levels within the pump tank. Do not delve or park vehicles over tanks and dispersal Celli Do not drive of park aver, or otherwise diswrb or compact, the area within 15 feet down slope of any mound or at -trade soli acsorptbn area. Reduction or elimination of the following from the wastewater zWAm may Irrtprow the pe rforma^a'^ Rprol° � u le l 3 f the POWTS: antibiotics; bapy wipes; cigar9tw butts; Condones; oohed swa(al; sm degma; denU i oss; j foundation draln (sump pump) water; fruit and vegetabie pes(Inim Casalltle; grei5t; herV440s; meat scraps; medicatwns; oil; palnt,inr; vrodtuts: pesticides; sanitary napkins, tampons; and wrttvr softener brine. ABANDON EM E.NT When the POWTS fails and/or Is ptmtanentty taken out of service the following stsps shall be taken to Insure that the system is property and safsiY abandoned In compilanee with Ch. Comm 83.33, Wiscortsln Adnntnbs+txmive Coder • All piping to tanks and plu shall Ot disconnected and On abwAorted pits+ WHN swatsd• The contenca of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel 0( another Inert solid mdtrrial. CONTINGENCY PLAN If the POWTS falls anti cannot ix repalred tiro following measurts have peen, or must be taken, to provlde a cods compllant replacement system; A W)U01c replacement area ham beers evaluated and may be utl(Iud for the location of a nplaeemerst so If abaorGUOn system. The replacement area should be pratxcted from disturbance and tompseWn and should not be Infr4V4d upon by reQulred setbaclu from existing and ptoposed ytrVC Wre, la tint and wtils. Failure w protect the replacement area will result In tht need for a new soft artd site evaluation to asUbilsh a sultaMe replacement area. Replacement systems rnust comply with the rules in effect at that time, Q A StlIUVIe MPIACement Area !s not available due w setback and/or soil timltatio ns. rrlrtg ad V anots In POWfS tEChnutvgi a holding tank maY be Insulted ss a {amt risen to rtvaa POWTS. c sl not been c luattd to 1 t(fy a s++tcabl+ ills . U allsrre ��%�soil n st br .o d to its acasvient area. teplacett7srtt i dins tank m y installed as a it resort w replace the failed POWTS. Q Mound and at -grade Boll absorption swum; may bt neconrtivttsd In place following removal of the bipmat at tht innivattve surface. Rkconstructions of such systems must.cwnply with the ruks In effect at that dme. < < WARNiNG > > SErrIG, PUMP AND OTHER TREA'T'MENT TANKS MAY CONTAIN LETHAL GASSES AND /OR IiNSUFF14CIENT OXYGEN. 00 NOT ENTER A SEPTIC, pUmP OR OTHO TRlEATMlENT YANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT, RkE CUIi Of A PERSON FROM TX% INTERIOR QP A TANK MAY 5% DIFFICULT OR 1l.fDtlttlitl F. ADDITIONAL COMMENTS POWTS INSTALLER 'POWTS MAINTAINER _ Pt,or►e r j' - - Ptswr'o SEPTAGE SERVICING OPERATOR (PIUMPERI LOCA RSGV TORY AUT" Name i4encY n phont " ST CROIX COUNTY SEPTIC TANK MAINTENANCE GR 13$N,I, AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address 11 3 1 jt " 0 tvi Zi0 Property Address (Verification required from Planning Department for new construction) Parcel Identification Number o Z e -1 v R g _ 1 6 – City /State ' - - . • ..., o z to - i 0,j q 6 © I f 5gk)e Coo Er s_ i " DESCRIPTION L} T %2 676 ` T��t, Property s , N `t r 35 T N- W, To , o n rAo I,OCat1oII �4, ��, SeC. -- ,/ / Subdivision Lo # 4e p , Volume Page # Certif urvey ap # -- Warranty Deed # (o _ . Volume z ��� � 9 —, page # S 9 8 Spec house ❑ yes no Lot lines identifiable y es ❑ no SXS 7 M- A& MajNANCE improper use and mamtenawceof your septic system could result in its premature failure to handle wastes. put into the m of pumping out the septic tank every throe ye consists ars or sooner, if needed by a lioenscd pumper. can affect the function of the septic tank as a treatment stage in the waste disposal system- errt a certification form, signed by the owner and by a T h e property owner a g r e e s t o s u b m i t t o St. t r a licensed Zoning Depa �ver&jing that (1) the on -site wastewater disposal system p l�,jouraeymanplumber, restricted plumbuor nocessary), rho septic tank is less than t/3 full of sludge. (if is in proper operating' condition and/or (2) after inspection and pumping the private sewage disposal system with the standards Uwe, the undersigned have read the above requirements and agree to maintain Pn State of Wisconsin- Certification ent of Natural Resources, Offi 30 set forth, herein, as set by the Department of Commerce and the Departm stating that your septic system has been maintained must be completed and returned to the St Croix County Zoning days of the three year expiration date. 9 t al / 03 r.. DATE SI TURE OF APPLICANT O WNE R CERTIFICATTON knowled e I (we) am (are) the owne*) of I (we) cer tify that all statements on this form are true to the best of my ( our) g the property described above, by virtue of a warranty deed recorded Register of Deeds Office. ded in Reg ` I— R / ZI / 0 3 DATE SI TURE OF APPLICANT ed may result in the sanitary permit being revoked by the Zoning Department A Formation that is mis represent warranty deed from the Register of Deeds office •« include with this application: a stamped if reference is made in the warranty deed a copy of the certified survey map 73GD 131IS 2 3 1 9 P 5 9 8 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 7 - 1999 REGISTER OF DEEDS Document Number TRUSTEE'S DEED ST. CROIX CO., NI RECEIVED FOR RECORD Dale R. Hicks and Claudia S. Hicks as Co- Trustees of 07/18/2003 09: 30AK TRUSTEES DEED vs*rnsfeee€ the Claudia S. Hicks Trust under Agreement dated February EXEMPT # 14,1996, REC FEE: 11.00 TRANS FEE: 1080.00 for a valuable consideration conveys without warranty to HomBuilders, LLC COPY FEE: CC FEE: PAGES: 1 Grantee, the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area The East One -Half (El /2) of the following described parcel: All of the Northeast Quarter of Section Thirty-five (35), Township Thirty (30) North, Range Eighteen (18) Thomas A. McCormack West EXCEPT the West 674 feet thereof. Attorney at Law PO Box 2120 Baldwin, WI 54002 026 - 1099 - 10;026- 1099 -60 Parcel Identification Number (PIN) Dated this day of July 2003 • Dale R. Hicks �� lal, + Claudia S. Hicks Trustee Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. ST. CROIX County ) authenticated this day of Personally came before me this day of July , 2003 the above named Dale R. Hicks and Claudia S. Hicks as Co-Trustees of the ` Claudia S. Hicks Trust under Agreement dated February TITLE: MEMBER STATE BAR OF WISCONSIN 14,1996, (If not, N IS, "" me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) ; • ,.• • ' •..; yGiQli pment and acknowledged the same. THIS INSTRUMENT WAS DRAFTED B3f.• -;; aC .1 YC Judith A. Remington, Remington Law Offices, i 4J: P. O. Box 177, New Richmond, WI 54017 (715) 4;2 r -- --�- - q N Public, State of Wisconsin y commission is ermanent. no state expiration ate: (Signatures may be authenticated or acknowledged. Both Sroo oeessaryt)' V- -7 ) '�✓l • Names of persons signing in any capacity must be typed or prints bltrwilitee signature. ndortmtbn Professionals company, Fond du Lac. wi 800-665-2021 TRUSTEE'S DEED STATE BAR OF WISCONSIN FORM No. 7 -1999 i LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF RICHMOND COMPUTER NUMBER 026- 1099 -60 -000 Parcel Number 35.30.18.539A OWNER NAME: First Last HOMBUILDERS LLC PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 35 TOWN 30N RANGE 18W %160 '/.40 Line Description Line Description TOTAL ACREAGE 30.000 PLAT LOT BLK 01 SEC 35 T30N R18W 30A E 3/4 15 02 SE NE EZ -U- 1390/035 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit ICI I - O T - ►S in Sec.. 3 S T CT Q 7 v Richt�nnd Plcu� � ,` NE /y �2� � a r T C Rd £ RICHMOND PLAT T -30 —N • R -18 —W ([ andowners) See Page 112 For Additional Names. f STAR PRAIRIE PAGE 66 Qs 64 loon 180th AVE 1100 STANTON PAGE 68 2S 7 K 400 1,rw &Elaine K N n n m ^ Rod t �, J I Klthryn ° - � y Gm r+k i, l { q ederson & r Inc 1 I w����, P 62 '� lanet Asp thk ' $ 37 � pry;. 3 Wg wao g Neff' A Cellottl eao u„� o.. ron Patricia ,r y,: r m x I' N t Loci aeoeq v 1z' Lois eaum t Halle tr Doar I ���11003 '• xramer 2 •o I Burn r Builders Jr Inc 62 •l C if I4 nr odd & •M Gretz 39 GG 5 7 h• a: L& LAM- rest km- a 12 c�h_ 17' 38�T Petersoa delta 58 �.:: 8 � z _) 0th AVE r '� .%"l� - i J ° N a 1 pfd K 071h f �. y GCrald ))r ST AdeBne Edmund I 1 va W D st Ki � N " eckhoefer � Kobe a Q I m Germain Kelly EEK reek ➢ r C 13 Wood c 159 159' 80 Pines R Frio B Donald D LLP r Hopu„20 LLP &Dank) Dalton Our I 234 Dalton 80 3 LIP 120 s '` Paul & D�vel°Pmeat W��s zo 205 Kobss 80 & Cka tMhme A Casey tLaine Rathh n D M Kn Q 240 160th AVE Dalton _ _ �u*p rme se g A Tim 3 _ LU 57 37 y r� \ Eh C olleen F alrbo - - - — - 199 ` 6 40 4 Moc� w aS Bret I Handrik Monily�n & 40 40 arms Inc I 102 Tar r 35 30 VanDyk FeR,er Mar Lloyd & Gemstone w,m,cn 3), rhf161 Wes y ReaDoris Pwee VE ,,,, 154 160 M 37 0 Stork , Mia Inc °d 76 '°` 30 avid 6 70 Gloria m ' ' g 1 Richard & Basel 42 1 58 I.LC�� Dean 125 �'� Steven ai a J Derrick t AngeBrte ws lobo � Steven 6 r (Simon s,¢ ca 234 EW io 80� un o (� ° n 150th 139 �r s _ 1 80 _ 160 , f --1 75 80 I 312 7 AVE �I 8 p as N a O Thomas & Rose & G Loren Derrick I Glenn $ 'w g • 2 t ii Leverty . Rebhan 67 job g , Leland I Basel ' d I F a x n.w, vLVllBams Murray ayne Langness I n n O o to f°Qiy r�DaWd kn 75 0 160 160 N I ' & ulle 170 16 T � Richard r Wa ulle ff w I 240 DM a M `ro,• xm« • 148 80 Richard Feller 75 Cynthia O tr 3 rar 36 20 g Janet - - VanDyk tr 132 p' 14 lust u s 51 Gillis 138 '� - 1601 )ohn & z r w HendrBk a ° tc Barbara 77 r anDylk 7 I x Richard i4 Schommer thud (� 7 w - ,CLJ' xx Muk & & Judith G �V/ amine n stet Ferguson � S teven et�as,e VanDyk 78 r 5 B 2299 I Lo 1 I X / - nc 49 c 401 ggg P+ ^ Gerrit Qk & ck K oh ol� s a St6it4 Mkhael P atrick rid Va nDy k cR Kr 80 & Maxine Ark I xawassL k Ball , , a itm '�� i V S LE eM Allen r � 288 120 z > Q > 134 158 f 40 Ir 154 6 7 •s—a ssmaa 130th AVE Canot Fred & wmt. Does- e & Mei�rLaaad r bs 40 31 Ruth Ado n F - 4 0 Ball Herman cks kelson 60 Trust N Keller I-att •""+ 31 230 So 240 moose a I Gerrit & N n +,J . a$ Dawn &,K Jr 65 Richard 700 105 15 0 V Mcia r Wachtel Keller H'y ohn 7 20 h �9k t 100 icikelson Incr ck c K— c 487 3 • 119 t1 lcar 3s 80 120 358 3 157 160 E THREE LAKES tlnn 720 TS 135 WARREN PAGE 32 ' • Top Quality Concrete REMINGTON • • RADIO DISPATCHED Law Offices e (715) 246 -3422 280 8th Ave. 126 South Knowles Avenue BALDWIN • Personal Injury • Real Estate Ph: 684 -3020. 1-866- 279 -2221 Saturday Deliveries • Wills & Probates • Trials James T. Remington &Judith A. Re>u�if}gA�n n(0)0 3 C7 �V PO r• P O O N O ° W p ,CwT� N• C co C,3 0 co CD 0 (p 9 0 I � � o � m o CL c - = ° cnzD — ac ti n f t� (a D N a O1 C IOW _ N o c� o N f� z o In r N w m 3 c �. :E T 000 '' I fn 3 G A z N 3 t/i vi 0 0 D i o I C CA z CL � j C C N CD W o c6 N N A z a G A z 0 I .. W T m W Cn A z I C %+ Z � 3 m co N m G) I CL I a � 'm c I o a I y w I �a, O I A I ~ O I 4 0 O 0 O N PREPARED FOR RON BC+NTE ' NE CORNER OF SECTION 7\,? NQTE; BEAR l NGS ARE 33. (FOUND 314' REBAR REFERENCED TO THE EAST LINE NOTE NO ADDITIONAL PLATTED LOTS ANtY OF THE NE 1/4. (ASSUMED TAKE ACCESS THROUGH THE 66' WIDE BEARING BASED ON GLOBAL PORTION OF LOT 2 UNLESS ALL POSITI OBSERVATIONS). STRUCTURES CONFORM TO APPLICABLE y L OT .. 4 SETBACKS AND COUNTY ROAD STANDARDS APPROVED ARE ACHIEVED o ST. CROIX COUNTY �I g f C * �Mf z**w ww Peft Car wes w OCT 2 9 W.4677E0,.4AW EAST L I N E OF THE NE 1 /4 -- I i It sot M=ded wift 30 days of 33' i a1 date SPMVW shall b e S88' 49' W 968.81 ' 597.5 7' I I 371. 24' 3 564.57' 33. 00' a 3.00 ACRES x m�a . 130, 716 S0. FT. �: 100+, A B. Al. 70P OF PIPE • N 2.84 AC. EXC. R/W: wIw 1000.80' S 123, 607 SO. FT. - I ....................... cr L OT 2 z 00.993. D' 33 � 364.48' ' 00 h I g 5 I ....................... .2I ACRES N89 09'W 597.48': 226, 930 SO. FT. S89 OV E 597. 45': �Z O w 5. 18 AC. EXC. R/W p • 224, 752 SO. FT. 564.45' ;33. O N :a L80-988. 0- a o L OT 3 N N �I A � w1 p� 3.00 ACRES y: M :Rt 0 b se O 130, 894 30. FT. T O A m p `00 `8'J fi r' 8 N 2.84 AC. EXC. R RI ` 2 123. SO. FT. O :2 3 72. ! 9' °% LB0 .989. 0 33. o�I 564.37 ' w 589'53' 09'r -- 969.56' 597.37' I, ch w DRAINAGE WAY w LOT 4 Q.:....... cr at• F '�i .. .N v u 7.48 ACRES ° sF " ?r si , i:i: °' ' �! 325,823 SO. FT. V, 7.23 AC. EXC. R/W ^T 314, 736 SO. FT, r �` 100 f► � I I 4261.39' L Boo 991. 0' •�3 j . ` 3 00 937.06 q�. c34.'5 • I ..................... S8� ' 08•E N89 08'W 970.06' E -W QUARTER LINE .� W 1/4 CORNER OF E 1/4 CORNER OF SECTION 35. (SET S ECTION 3 5 . (FOUND U CONCRETE NAIL ). . MATMA...kAW S I ' B. AL 998.00' l :_ NOTE NO gNVER OF RESIDENT SHALL 00 ANYTHING WHICH IWULD :►{ I NTERFERE WITH OR CHANGE THE WATER DRAINAGE EASEMENT. TH • • INCLUDES OUT IS NOT LIMITED TO BUILDING UPON, OBSTRUCTING, ��sco 8�N AL TERING, FILLING, GRADING, EXCAVATING, OR BERMI NG. M. O • SET 1' 0. D. X 18' IRON PI B JAMES E WE I GH I NG 1. 13L BS PER L /NEAR FOOT. WE EEZE R - PROPOSED DRIVEWAY LOCATION �� 4pr4w 1AI1LiiY. I •200' O GNNNR SHEET I OF 2 JAMES M. Boo 0 !00 200 400 LANDMARK SURVEYING, INC. 2003071A THIS I NSTRUAENT DRAFTED BY JIM WEBER DATED - 5 - - 0'-44 - > 3 Vol 17 Page 4640 i Parcel #: 026- 1099- 60-400 07/08/2005 08:52 AM PAGE 1 OF 1 Alt. Parcel #: 35.30.18.539A -40 026 - TOWN OF RICHMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * GARY L & KATHRYN A MCCOY MCCOY, GARY L & KATHRYN A 1256 140TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1256 140TH ST SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 7.480 Plat: 1820 -CSM 17 -4640 026/03 SEC 35 T30N R18W PT SE NE EZ -U- 1390/035 Block/Condo Bldg: LOT 04 NKA CSM 17 -4640 LOT 4 (7.480AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 35- 30N -18W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 06/16/2004 766001 2596/561 EZ -1 11/13/2003 746535 2455/555 WD 10/29/2003 745128 17/4640 CSM 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/20/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 7.480 46,200 211,700 257,900 NO Totals for 2005: General Property 7.480 46,200 211,700 257,900 Woodland 0.000 0 0 Totals for 2004: General Property 7.480 43,000 0 43,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 0 (/> O 3 -0 n m ° 3 3 chi 3 m 0, o ° W o C N !r • 3 m 3 !1 ' w0 °� !J 0 ° ` 1 m a m �. o y W o aD r N a N N 7 (D n r^i O r I � r► (ti cn 'O p lr v co D (n D 'D 3 a o W Er 3 O O o N CD ' " cl O N N (D CD N O W W Z y °+,• Q N• CD 3 Z 0 0 0 F5* Oro ° cn cnv 3' Z N N N C' CA D 3 v v a O O V a a y d N C CL Z M ° C (A Z n ] O j 7 7 CD ,o O a —n CD N c N w c d a CD 3 2 o cr CD n p Z O v n a O 0 CA g Cl) Ln ooM i mu' v ° CD CL 3 Z ° rn CD H 0 0 w 0 =m.� 3 C J -a)M � a o m a (A a - o n m a 2� � 0 D<' <' m d ° x � 3 = <' m at o ° 3 v a o� a� �� 3 aay a a* Z m w m Om y Cl) S2. Z <• x C) A m N o n� ° y O <, — N ° Z d fD S (O O (n = _ < , Ul W n (p (A 7 dl O Cl 00 (D n C 7 CD 0 N • W O (D O< C , C< O m O O O S y N 3 °" (C •c o N X Vl O< O (�D 0 6 C N CL (D N n N fD • O �. ". O (D (p 7 A fD c a — <- «mmo(go �y m a .° cm 3 3' Cl) m ? -0 m � 0 CD CD 3� o m m° p�° d E g_c - c' o cn 0 3 ��° o •N c, o °•w' Q �_3 a E; O 00 (D = (D (D m C.17 (D 7 N uj v 3 n — �, O O O O v O Q < C O O �. (D N w A v N=r `z Ne a O N O ( 3 D CD N o ��« �o m m'< o N m m a" �� o N w N y 3-0 0 N O •o. O b ?i CD ti 0 o O 0 0 m 0 0 LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF RICHMOND COMPUTER NUMBER 026- 1099 -60 -400 Parcel Number 35.30.18.539A -40 OWNER NAME: First GARY L & KATHRYN A Last MCCOY PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 1256 140TH ST SECTION 35 TOWN 30N RANGE 18W'/160 NE 1 /440 SE Line Description Line Description TOTAL ACREAGE 7.480 PLAT CSM 17 -4640 026/03 LOT04 BLK 01 SEC 35 T30N R18W PT SE NE 15 02 - - 0 !KA CSM 17 -4640 LOT 4 17 04 (7.480AC) 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit