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HomeMy WebLinkAbout040-1279-60-000 r n N O $ a 0 tz C 3 � O � O � C A n N '6 M t'D y m vj W CD Q{ p N `h W fQ N M Q CD w 3 c o O CD O co O y N H O � Z D a J v` m 0 D In a O jJ c c 3 o o s G v N m A rn x CD ��. W W = 3 .. S a o . C v_ g � m dQ N N N o a v v o A C �O N C Z CD A CL z D D O s m Z o' m • m X c 'ID Z co I p A Z n 0 A Z O Cr Z m J C !; z C a m 3 "Im_� co O Ill A � A I m 3 r 0 c n CL z ¢ CD CD � Q Q CA CD N 3 e N i N CD CL � o m n, m v � a o :° N pq w ba O v ° o i ~ 0 t� CD rr o a 3 a m N C. C fG 0 N C �p j O �p v O A� d j � m C _ 0 A CD CL 0 Co N CO C C ?• ' cn Z D co - CD cc D C p c W 3 3 0 o o V m ° CL rn -< m 0 I 3 CL to o 000? °• g g w m 6 v v v a C W CD A N 1 CL N Z zco> p =;; p D�� v C CD `° � �4 I W CD o � N n A Z 0 z 7 Z -{ W W m v OD Z c� I 0 � Z � m N Z N A P � m a r m c Cl) CL N y CD Q �~ I I � o O A 0 A O 10 to O ti W ° O CL y ti ' County: Wisconsin D.nparttnentizf Commerce PRIVATE SEWAGE SYSTEM St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 30408 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)J. Permit Holder's Name: City Village X Township Parcel Tax No: Barrington Homes Troy Township 040- 1279 -60 -000 CST BM Elev: insp. BM Elev: BM Description: Section /Town /Range /Map No: �b - 3 y y �/� 10, 1 1 17.28.19.1568 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark C. 'C' �� C:O. l � 3q� y35 ` t Dosing Alt. BM 4,on �, r` 1 Aeration Bldg. Sewer /,Sty s�'twtttit ' S, c� 9 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO PIL WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic. ' W / N`A i Dt Bottom J ti ' u,�, CZ 3 Dosing Header /Man. Aeration Dist. Pipe I `0 -2 • o! Holding Bot. System PUMPISIPHON INFORMATION Final Grade ' 6O 933 V C Manufacturer Demand St Cover M GPM 3 . Q 3! • (o Model Number TDH Lift Friction Loss System He d TDH Ft , 63 1 • 71 3. C-oo ioV 90 F (looter 3•!z- 93(. $ Forcemain Length I Dia. Dist. to Well (' N no� On SOIL ABSORPTION SYSTEM BEDITRENCH Width Length IN o. Of TlevA0#es PITRIMEN Li uid Depth DIMENSIONS Ja (P 0 ]� 9 Ck SETBACK SYSTEM TO P/L M BLDG W LL LAKE /STRE LEACHING Manufacturer: INFORMATION I CHAMBER OR Type Of System: / UNIT lvTodel Number: DISTRIBUTION SYSTEM Header /Manifold Distribution [� i x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) fi I - a.,,/�' 3/ � (/ �t Length i / Dia I j, Length � � Dia ? Spacing [ / I 4 Al /-r SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Be nc en er Bed/Trench Edges Topsoil YYees (l No � COMMENTS: (Include code discrepencies persons present, etc.) Inspection #10 /� /�9y"Inspection #2: ID / ! 03IL Location: 487 Omaha Road Hudson, WI 54016 (NE 1/4 NE 1/4 17 T28N R19W) Eagle Bluff Lot 36 Parcel No: 17.28.19.1568 1.) Alt BM Description = _i✓ N U " b `tYl 2.) Bldg sewer length � - amount of cover = 7 ' 5 cc) V e Use others de for additional information. No Re q u ired? ski � � � � � SBD -6710 (R.3/97) Date I se ctor's Signature Cart. No. r N visconsin $ Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 5 cR a Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Dep artment of Commerce (608) 266 - 3151 2� Og 1 Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information y nPkD may be used for secondary purposes Privacy Law, s15.04(1)( Project Address (if di f Brent than mailing address) I. Application Information - Please Print All Information Property Owner's Na me RECEIVED Parcel k Lot tY Block # ISbB IA1J6+0AJ 0 8– z 7 - So -0Co , Property Owner's Z� M Address S c p J 200 Property Location J �✓� L t City, State _ t/a, � '/,,Section 17 Ztp S I1��I�dtfrp�f}rJ ,5+1 ! t t , ,A .rg1r ON!hJG OFFICE (circle one) II. Type of Building (check all that apply) � 5 �� T ZE N; R�E o c` 1K 1 or 2 Family Dwelling - Number of Bedrooms s Subdivision Name CSM Number ❑ Public /Commercial - Describe Use �l Crte(-P' ❑ State Owned - Describe Use 2.7(�C� c f� �S � Qom. O I I k� � ❑City_ ❑Village l *ownship of 4 1g ov III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' New System ❑ Replacement System Y p y ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soi � At- Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Des' n Flow (gpd) Design Soil Afplication Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatnient Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plu ber's Na me (Print) Plgna e MP /Mt - S Number Business Phone Number 2z6 P umber's Addre ss (Street, City, St Z 0 VIII. county/Department Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuin Ag Signature (No Stamps) Surcharge Fee) El Owner $ Owner Given Reason for Denial .J 06 IX. Conditions of Approval /Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size 3BD -6398 �(ROI�/03 PLOT PLAN Scale 1"=t4 v Page 3 of 4 � ' PRIVATE SEWAGE SYSTEM Lo'[' I Conditionalf1j1 APPROV. E l) - - - DIVISION o f SAFETY AND BUIL IN S SEE CCRRESPONDENC. IL v 71 DlR .PVC Qlsp , iJ' & y B Ls�- D%Z S IS T�^j cU.is'71Z� CJ PVC F. G � , hi D1 3 1, q ZS _• ar��t I ����'2 <Uo Pe p(�S J J O PI � Lo T t- NOTES: _ 1. shown are existing ground elevations unless otherwise noted.. 2. Install 4" observation pipes with a 3. Septic tank to be N7,W bop PProved caps. ( required). gallon cap city manufactured ,by 1N w I ft —LDCA7 "U 4. Bench marks SQ-IE- @v - 5 . Divert surfaep Wa f a, ., _____ � ' � EGERER SOIL TESTING and DESIGN SERVICE SOIL TESTING - SEWER SYSTEM DESIGN ATTN : 7 -to hi 1 )y DATE - CC: SUBJECT: THE FOLLOWING ITEMS ARE ENCLOSED - 0. OF DESCRIPTION COPIES SENT TO YOU FOR THE FOLLOWING REASONS: // FOR YOUR USE FOR REVIEW AND COMMENT INFORMATION DESIRED N WEGERER SOIL TESTING AND DESIGN SERVICE P.O.BOX 74 421 N.MAIN ST. RIVER FALLS,WI 54022 PHONE 715- 425 -0165 I - " j Safety and Buildings 4003 N KINNEY COULEE RD - LACR Too #: 6 264 -8777 Nvisconsin www•commerc .wis ons Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary September 16, 2003 CUST ID No.267341 ATTN.• Rod Elsinger ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/16/2005 Identification Numbers Transaction ID No. 918814 SITE• Site ID No. 665141 Barrington Homes Please refer to both identification numbers, Omaha Road above, in all correspondence with the agency. Town of Troy' St Croix County NEI /4, NE1 /4, S17, T28N, R19Wa Lot: 36, Subdivision: Eagle Bluff o y� FOR: lk Description: New 4BR At -Grade Object Type: POWT System Regulated Object ID No.: 921012 AN The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Co EdE� �• and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in _ 9'0 chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. �s 4 .0 The following conditions shall be met during construction or installation and prior to occupancy or use: ti 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. 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 Dennis R Sorenson Wastewater Specialist , Integrated Services (608)785-9336, WiSMART'code: 7633 dsorenson@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 I I TITLE SHEET Page of AT -GRADE SYSTE S' �O FO A BEDROOMRRESIDENCE 7)r ZO /'���' This plan has been prepared in accordance with the At- Grr�"fl��.Component Manual SBD- 10570 -P and the Pressure Distribution Manual SBD- 10573 -P CL. b /aq> C2. 6 /q-t) LOCATED IN THE tvii 1/4 OF THE M� 1 /4 OF SECTION ,T Z S N, R 1q W, TOWN OF r7��( S'r ` -L7 LX ' COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUh4PING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR TE SEWAGE SYS ti EM 4iti vi m NWT,. . STl L LVv'P�`CL 2 �A N S S U °u - Z- PREPARED BY WEGEFZEF� SO I L . TEST I htG AND. DES I CBtq SS:F;ZV I CE P.O. Box 74 421 N.Main St. ieets�ta River Falls, WI 54022 ��►° r� Phone 715- 425 -0165 C0IVS, Fax 715 - 425 -6864 _ "• • +� ARrM. ; ' le WEi:�HEri S = 6915 i KLS Tk 'N•... Q. aI �43 14 _3 --0 3 JOB NO. f At -grade System'Hanagement Plan --•� Pursuant to Comm 83.54, Wis-Adm. Code Page of I Sectic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of th septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Theo operatin e gullet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be de ned necessary Viand ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enc-losure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the'owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical ad ditives to enhance septic However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Euldings Division. Pumc Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.. At -grade Component and Pressure Distribution System No trees or shrubs should be planted or allowed to be made around the perimeter and the component shall seeded andpmulchedPasnnecessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the component is not allowed. Cold weather install- ations require the component to be heavily mulched for frost protection. Influent quality into the at g rade system may not exceed 220mg /L BODS, 150 mg /L TSS and 30 mg /L FOG. Influent flow may not exceed the maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing lateral be flushed of ac; emulated solids at least once eve point � 8mon se Whe a pressure test is performed ishould be eech compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be for effluent ponding. Ponding levels should be reported to the owner and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring in accordance with 83.52 (2). General This system shall be operated is accordance with Comm '82 -84 Wis.Adm.Code and shall be maintained is accordance with it!s component manual SBD 10570- P•(8.6 /99)-and local and -w state rules pertaining to system maintenance and maintenance reporting._ No one should ever enter a septic or pump tank since dangerous gases maybe present that could cause death. Septic and Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. - An y opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component �ntlnaencv Plan If these tic ' P tank or any of its components become defective the tank or component shall be repaired or replaced to keep the ' s properoperating condition. _ .. If the dosing tank, ptunp, pump controls, alarm or related wiring becomes defective the defective corriponent shall be Immediately repaired or replaced with a component of the same or equal performance. If the at -grade component fails to accept vastevater " — to discharge vastevater to the ground surface, it may be necessary to install an aerobic pre- treatment unit or -replace the component. Additional site and soil' evaluations may need to be done and additional plans map'need to be prepared and approved by the Department of Commerce, Safety and Buildings Division. . questions. about the operation or maintenance of this system should" directed to:' The County Zoning Office at �S _3'j(� The system installer at • S — Z� _ )U �SQ� The tank manufacturer at _ �D� — 3ZS — �s )^1Ile% Q�z The effluent filter• manufacturer at LA Z Z"L • PLOT PLAN Scale 1 "_� g' Page 3 of PRIVATE SEWAGE SYSTEM LoT 3 Cf�nditionahl' oft P saw ::: Ar DIVISION OF SAFETY AND S'� G G wc2L lUe- SEE CORRESF ON 1_ pT 3 v ° - 6Nj _ 43t_ " 08, J 8'tL*1Grf S N a31y 3)Y" Dlt - PVC PIPE W /LA COP U31 LIAJG a PUC F.tiy 3 J Lo Z % -I NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted.. 2. Install 4 observation pipes with approved caps. ( required). 3. Septic tank to be N-L NO gallon cap Zi ty manufactured by w 1 Cs�Z. Cy►.� c ('►,., ��� tZUO / w 1 to - l4� o� - Z t�% UZ F-1 L-y-i,,* 4. Bench mark c, SQ 'Pr@ L) V(1-b S: Divert surface water around system to prevent ponding at the uphill side. L > 5' g , >5 5 �—• 2 — ------------------ - - - - -- �PVC'1'►Ar.)1Fpl� T A O -0 . 7Z VC Vti � — — P F ' � • o - —] > t o�3s�tt,Y�'j10tJ PLPN - 5 1/6 B I A F'=T G = 3 ,� Linear Loading Rate = S ,') GPD /LN FT Design Loading Rate= 0.5 GPD /SQ FT - �:��2�__ Distribution Observation Well ns, Lateral �R3�.� Fabric -= _D�s�.���,�� �. -� ,�, c �„ Soil aka ,� Cover 12 Y /. lb��M1N. o NIT 9' sic Ps I > + > i -5 A r2 C A '-2 —5 Plan View and Cross Section of a Wisconsin At-grade Unit with Zt/ro 4 - - -- Absorption Areas With in a Single Unit on a Sacpi g Site Distribution Pipe Layout Pd&e S of -7 Place the holes at the bottom of the distribution pipes at equal spacing. ?remove all burrs from the pipe and holes. Fxtead the end of each later -al up with the tLce of long turn or 45° firm; e to a poiit wituia six inches of the final Bade. Te..-mmate the ends of the IateraIs w S' ith a val , , Shreaded caa or Plug. Provide aces from final grade for the valve; threaded cap or threade3 plug. Lateral Manifold x x x x x/2 Lateral Length C_ J r.. r , P _? Ft. Hole Diameter fjb Inc- h­5 VS Ft. Lateral " I ! /_ -Inch(es) X 2 Inches Manifold t ) 4nches Force Main " 2. Inches of holes /pipe 30 Invert Elevation of -Lateral s 3ok0 .�6= t9 -$x Z= 3q.6 G1;�,, _ - Combination Sep43c; and PUMP CHAMBER CROSS SECTION AMD SPECIFICATIOIJS' PAGE OF VEUT CAP WEATHER PROOF JUIJCTIOIJ 80X . ti C.I. VEMT PIP APPROVED LOCKIIJG lO' FROM ODOR. &WHOLE COVER A 0 1V -hUDOW OR FRESH wARt tl>JG LPvgt;L U P IPQ cor.�cu ` w /FM•t nG'0 -ra4T? AIR I NTAKE } 1✓ Ft iei 1Sti G�^raE 111LE PROVIDE I _ �•'` AiRT16HT SEAL I ( I I 8 qt =1=t� Approved z�8t �1� A ( ICI Approved joint w / —t8o0 I i I joint w/ i i ( ALARA PVC pip PVC pipe - 11 6 I l ( I O w C ( 1 CL EY° +Z3.� 3F T I PUMP -ti _-J OFF D - COUCRETE BLOCK • RISER EXIT PERMITTED O1JLy IF TALJK MAIJUFA CTURIER HAS SUCH APPROVAL 3 "APPR�Ep �BFOO s N 4 SEPTIC E SPECIFICATIOIJ.S DOSE TAWKS MAtJUFACTURER: � C8 kJ e4�- ►JUlMBER OF DOSES: bVL� 1?1JD PER DAw TAMK - .,IZC: ` " 1 •R GAL.LOQS DOSE VOLUME Z ALARM MAtJUFACTURCR' S -� ��r� -1 w�+ S y;$ 3 IAICLUDINC, 15ACKFLDW 3 3 -`f GAt.LOW MODEL 1JUMBER: 11 ZI L Lt(,A J CAPACITIES: A. i� IIJCHE5 OR� (� GALLON S SWITCH TyPC: g - IuCHES'OR ` S t G LLOUS PUMP MAMUFACTURER: Iuc tlE S O R X33 •`[ G�tLLDIJS SWIT MODEL NUMBER: 0= LtJ ZzZ•� V"1 -(�(L INCHES OR GALLOQG CH TYPE: MOTE: PUMP AND ALAR Dv` MARE TO ' E MIWIMUM DISCKARGE RATE _ J 0 GPM, INSTALLED ON SEtARATE CIRCUITS P VERTICAL DIFFERENCE DETWEEIJ PUMP OFF AUO- DISTRIBUTIO►J P I P E ' . � FEET + Ml IALIM N ETWORK SUPPLY PRESS , ; � • 3 Z S FEET � S X 1• - I - -_s.� FEE F �j;2 T i T O FORCE M AIM F � �7I l X �o FLFRtGTtO►J FACTOR.. O - ` FEET TOTAL OyIJAMIC. HEAD = 1 a 1 f EET As per manufacturer - Z - 2- Z� gal /in. Liquid depth w� AuCG Ca u1?yE_ _ o F — 7 TOTAL HEAD IN FEET 17 61 9Lb£N $ o O cn o Ul o O O o -P. 0 N O m 0 _ o D u D o C7 N H O D --J I I V 0 .� D 'P H G) o -- D Q• Ol -< F O r 1 H O ul m C T M o 'A m N H I T 3 ° c m Z o C m 0 W N O — Y++ - IT l0 O W 0 O O O O — N W P Ul m lD TOTAL HEAD IN METERS Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Z Divjsion of Safety and Buildings in accordance with Comm •. ', f County ST- c° CLO hC Attach complete site plan on paper not less than 81/2 x 11 incOlis in eize. Plan*st include, but not limited to: vertical and horizontal reference poi 14M), dir ((jj ' "P.*cel I.D. percent slope, scale or dimensions, north arrow, and locatior�'�djdistance'tb " aad. ; Please print all informatio n 20 wed by Date Personal information you provide may be used for secondary purpo s (Ptivacy Law „ w6j j(m)). Property Owner C }1. S , o k ocation,: ' C:()1.i`� )V 1 J�PSC_ DE1J l C�1ZPoy favt -let N � 4 QU 114 S T lb N R 19 E (a W Property Owner's Mailing Address !; )� block Subd. Name orb# 11`$0O 1 '�OEej Sn1k5E r NE, SUt 106 L'PtGI.E 123WF City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road �3 I^�► ss�� (�63) Zs� -� S68 T t2 -o�-( or�tr��� �.oq� © New Construction Use: Residential / Number of bedrooms _�_ Code derived design flow rate b l7 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material O U eVZ— `t Flood Plain elevation if applicable fj- ft. General comments and recommendations: _ G S S� W /Z L� lS`1 TZt 13 UY7 UJJ Cat LS �L l W tt' Boring # ❑ Boring pit Ground surface elev. 9 10- to fL Depth to limiting factor .8 in. Soil Application Rate Horizon Depth Dominant Color Redoz Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell _ Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z l b 1U`1�i31� St I 1Shn r1`ft- ck, - I •S S 36 -�Q IMP- Y16 - sal lesbk m`fl- cs - - i • 3 Y P--31 - 19 o s9 JSLN SZ Fil Boring # [] Boring _ . v ® pit . Ground surface elev. 31) fL Depth to limiting factor } S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flz Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 �' 1Z 2� la`i 23lY S O Z - �Sb k mfg: 3 �y -33 1 oYfz;3��, -- S1 1 Z�nsb�C n es - - ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Arthur L: Wegerer 00 -31S S6 - 220254 Address Ode g e r e r Soil Testing & . Design Service Date Telephone Number 421 i1: ;:1ain St. River Falls, WI 54022 L1 S 715 -425 -0165 Property Owner Cbu L cim Parcel ID # P©uCJ A JCe Page 27 of 3 a Boring # ❑ Boring ® pit Ground surface elev. ft. Depth to Ilmiling factor 7 6 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 3/3 WC 19 - (- -- I -S-fa V/ s I 1 �sb w►-Ft ,� .b F11 Boring # ❑ Boring �1. S ❑ Pit Ground surface elev. C 1 ft. Depth to limiting factor q S 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 p -1 tO`4R ZIZ S t "Z�S lvl` h - �•c� _$ kl Z 5 �0 R 31 st I Z TSb1r ►tit'Qh F-1 Boring # ❑ Boring ❑ pit Ground surface elev. it Depth to limiting factor 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 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.6730 (86100) • PLOT PLAN Page 3 of 3 Scale p i i { i # LOT I& -- 3 t 1 I C g7`'il+ P LsL. 43tf1 0 rj $kwGN:, . - -- � 31_ .� 2 0 tp _ _flt S'- is"/rl cv./s` - ZUC 0%3 LJtg3 Z ��� � 430 ? c, t j �s Flo m $ _pp 715 -425 -0165 220254 b0 -3 S - 36 CST Signature Date Telephone No. CST No. Job N O. ,May 19 03 06:31p x Tooling 4 p.l 04/02/01 MON 14!30 FAX 715 4256290 DARRELL HUBBELL it 005 ST Cam Comm $O= TANK MAMMA= A OMMEW AM ,r OWNMRM CKW ownwSaw efifts Adaree. !'S 7°i.�, '�d►�� - C�� 1 1 S +� I A k) S� Z Pmpady Addrer 60 Now n� am ��o Peroe1 Idmmkoam Number Pt *" LooItioa1� V4 a Sea T &d - W, Tm m of Subdvidm Ahc� end" Mar # . Volume _. .� # WWM * .Pi q4(v . vow= per°�L ----- b=m o no Lat i m W Irys o �rpoaper me eae meiaomeoe ee yeQ.ertie sypaa►vaald reeds in m psemaaue 6�eta 6wdue weave. peeper met+teaeoe sa w* dpm*ks 4* fa AV& U & fwey► dmw svm or ammm, tt asedad bar a Uan" t+as I vas Sae vat k* hie 40M mom tie lbawan at** eepdo do wub 44paw GUM 'ibe >PUP� a�rrec apeae r► wb®it to &. Goobr Zpoiot Dopettmeat a acliBee3imfbae, � �7► !u awepr ud ly a l�ptam6ar .*ruWdN+�arorayoeardpmavar� (1I �� 6,11� is 5a poopeeepaaa6eraoeiMiau fmd►ar Q? dbe lupw�laa and pmpiy Qt=mwc7?. ° ilw. dee addhew seed Ae e6are trgo6mmeexe =dam to =bake$ pdvea m ap d1wo --- wd6 4. dnft de vet ibeA.luaie.a e+ee ar oiCoa�+mce and me DepeetrueR aSNea:fet lteemaew dpte o� W6oaifo. C7eed0odloa ddhi But yopr lw aaEodlaed>r< eadaraed U �a St dai�c► Zeede=* TIS . I (.y ti Ord as dds item m aae to die but ae aqr coat', W"Wee. I (WS) tae (00) do "an " do .tam. ar a ,vaaeratq area ataaeded ie Re�eer a[neode oleos. DATS «s... �, �e�a due ae +mw Yeeuh ye, the �7► P�'bdet ar►o>oed � dr Zaaiat Deper�ateett• """` «Iadais wlge ftih a ppfleedem ` mWaped � � � �� a Um=M dod r ` • r vot 17i9►E 60 KATrILEEM H. 5H i REGISTER OF DEEDS STATE BAR UWI C ON NN SINPCR r M11 -1983 �i i. CR31X CO., WI t"d "'y" N,:CEIUED FOR RECORD tro u VRD MR ALL TaAN WHERE OVER DOCUMENT NO. ar3A0s 3 t7NANCED AND Di ontER NON <oNSUwEE AaTweNS ;.'y -':4 -c "vii: ?D:45 A� LAND CONTRACT COatraCt, by and between 'Proy Develor meat EEMPT N Corporation, a Minnesota Corporation CERT COPY FEE: i"Vendor, C3 i ; - c: whether ) i d Barr on Homes Inc. TRAkSFEk FEE: 240.00 a 1llnnesm Co ra on :,E- ORDIXG FEE: 13.00 PACES: 2 ('Purchaser, Whether one or more). Vendor "Us and agrees to WnM to Purchaser, upon the prompt and full performance of this combats by Purchaser, the follow ng Pro" together with the rents, Mau- (unu�es and outer pttrtau MM the •pmpe> ), in ), Sate o(WlscMul: f 'lzoy � This SPACE RESERVED FOR RECORDING DATA Lot 36 of the Plat of Eagle Bluff in the Town NA ME AND MnM of Troy, St. Croix. County, Wisconsin. jTroy Development corporation I Blaine, 11800 Subject to Declarations of Covenants, Conditians Aberdeen Street NE Suite 100 and Restrictions for Eagle Bluff, recorded in 14N 55449 Vol. 1589, Page 516, as Doc. No. 638946, as I appearing in the office of the Register of Deeds for St. Croix County, Wisconsin, and such other 040_1279 -60 -000 easements, restrictions and reservations of t nFron sruAlae=R record, or in use, and the "Buyer" obligations contained in the Purchase Agreement for this lot. This is not homestead property. (y) (tiWJ 11800 Aberdeen Street, #100 Purchaser agrees to purchase the Property and to pay to Vendor it Blaine, MN 55449 the sum oI f 79,900 in the following manner: (a) s 7,990 a t the execution of this Contract: and (b) the balance of S -21,910 — , together with interest from date hereof on the balance outstanding from time to time at the rare of 10 perent per annum until paid in full, as follows: First payment of interest due 2/10/2001. Subsequent interest payments due monthly thereafter. Provided, however, the entire outstanding balance shall be paid in foil on or before the 10th day of A M�ll�t 2049DZ. (the maturity date). following any default in payment, interest shall accrue at the rate of 1 0 % per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). purchaser, unless excused by Vendor, agrees to pay monthly to Vendor amounts sufficient to pay reasonably anticipated annual taxes, special assessment, On and required Insurance premiums when due. To the extent received by Vendor, Vendor agrees to apply payments to these obligations when due. Such amounts received by the Vendor for payment of taxes, assessments and imnrartee will be deposited into an escrow fund or trustee account, but shall not bear Interest unless otherwise required by law. Payment shall be applied drat to uturat on the unpaid balance u the rate spcdlied and then to prindpEl. Any smount may be prepaid without premium or fee upon principal at any time after Auoust 10 20 _ T9 02 In the event of any (repayment, this contract shall not be treated as in default with respect to payment ao long as the unpaid balance of principal, and interest (and in such cast accruing int from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of hesunna or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that ftrchsaer is aatlsW with the title as shown by the title evidence submitted to Purchaser for examination except: Upon payment in full of all amounts due hereunder, vendor shall provide a partial release of all of its mortgages secured by this lot. The terms, conditions and obligations contained in the Purchase Agreement for this lot shall survive the term and the payoff of this Land.Contract. putclwer agrees to pay the coat of future dtk evidence. If title evidence is In the form of an abstract, it shall be retained by Vendor until the full purchase price Is paid' Auaust 10 20. 19 Ol Purehaaes shall be entitled to take possession of the Property on • C'M out ape. STATE EAR of WISCONSDN VAeaarh toot sWa, Co., an. to LAND CONTRACT - vMd w mad Cerrr Fors. Na. 11 -1942 a '' V"' O 0 S a CO ' a M o ' J Ab OQ CD C7a�E� > a W L p 0 Q w w W o N M �< Y I Q I t Z Q CE Q f Z In 04 � / S U L O / v A( £ N ,( N LL z Y 0 V) Q J N o 0()< OZO o W M - 4 :2:2 z ay I U uFF D h1E C14 im L � r uj C4 e T q► O 0 n s lb. �- d zQ OC �•I a 0 0 �� •�� AC �' . x w 0 IT � W tr g c " 0 0 a y o �C� O -�, F -- Lu M Z o N ? - 4� • � � w w W �I O � L >, S'•. mot' y r� � a � w ° ww � aw o Clq - 0 to I J 1 09 selp Z uospnH