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HomeMy WebLinkAbout038-1214-90-000 October 30, 2007 File #: LU0097 Bob and Marrie Simpson 336 Arlene Court New Richmond, WI 54017 Re: Simpson Land Use Permit in the Shoreland District — Staff Review Parcel #: 11.31.18.1180, Town of Star Prairie Dear Mr. and Mrs. Simpson, Staff has reviewed the application for a land use permit for filling and grading in the Shoreland District of the Apple River for a single - family dwelling and sanitary system submitted on October 12, 2007, as well as the revised site plan showing the grading limits and pre- and post - construction contours submitted by Hartman Homes on October 25, 2007. We still require the following information: • The LBO listed on the site plan is 900.5, the elevation of the ground adjacent to the proposed structure is 894 and the elevation of the floodplain is 890. Please explain this difference in elevations, and submit elevation drawings of the proposed structure, with the exact elevations of each floor, including the lowest base elevation of the floor of the basement /foundation /crawlspace shown on the drawing in order to verify that the lowest floor is at least two feet above the regional flood elevation (892), and that the ground elevation is at least one foot above the regional flood elevation (891) for a minimum distance of 15 feet from the foundation. • Calculations for the total impervious coverage on the site and volume calculations for the rain gardens to infiltrate 1.5 inches of runoff from all of the impervious coverage. Please also provide the elevation of the bottom of the basin for each proposed rain garden. • Verification on the terms of the drainage easement on the property, and that the proposed construction will not negatively impact the drainage easement. As soon as I receive these items from you, your application will be complete and we will resume processing your permit. Please feel free to contact me with any questions or concerns. Sincerely, Jenny Shillcox Land Use Specialist Cc: Chad Maack, Hartman Homes Clerk, Town of Star Prairie Steve Olson, St. Croix County Land and Water Conservation Department Dan Baumann, Wisconsin Department of Natural Resources From: Steve Olson Sent: Friday, October 26, 2007 9:17 AM To: Jennifer Shillcox Subject: RE: Simpson LUP - Additional Information Jenny, • The LBO on the plat is 900.5 for lot 19 the Floodplain elevation is 890. 1 would like to know why there is such a difference in elevations here. • 1 will need to see calculations for impervious area and volume calculations for rain gardens to infiltrate 1.5 inches of runoff from impervious areas. It appears the house is proposed to be constructed on the utility easement need clarification. Steve From: Jennifer Shillcox Sent: Wednesday, October 24, 2007 3:26 PM To: Steve Olson Subject: Simpson LUP - Additional Information Hey Steve, I'm playing phone tag with Chad from Hartman Homes. He's the builder recently hired by Marie Simpson. What I've been able to gather from the messages he's left is that he wants to know where we're at in reviewing the permit. They may want to tweak their plans, and he also wants to know if any additional information is needed for the application. Here's what I'd like to see, at minimum: • The grading limits drawn to scale on the site plan with pre and post construction contours. They state in the application materials that the total square footage of the grading limits is 9,384, which is awfully close to the 10,000 square foot threshold. They provide a summary of how they arrived at that calculation, but without seeing it detailed on the map with pre and post construction contours, it's hard to verify.) • Pre and post construction drainage patterns specifically showing how runoff from the impervious coverage is going to reach the proposed rain garden(s). • Elevation drawings of the proposed structure. • Elevation certificate for the proposed construction verifying that the lowest floor will be at least two feet above the RFE. Is there anything else you need to see? Were the storm water calculations sufficient? Once I hear back from you, I'm going to send a formal letter to Marie Simpson and copy it to Chad at Hartman Homes informing them that the application is incomplete and that we need additional information before we can continue processing the permit. I will alert them that they need to submit revised building plans and account for the revisions in the grading, erosion control, and storm water plans. Thanks, Jenny Shillcox Land Use Specialist St. Croix County Planning & Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: 715- 386 -4682 Fax: 715- 386 -4686 jennifers co.saint- croix.wi.us � Wisf.onsin Department ount rtment of Commerce PRIVATE SEWAGE SYSTEM St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 514805 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 Simpson, Robert & Marie I Star Prairie, Town of 038- 1214 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: ( �I / 11.31.18.1180 TANK IN ORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark f S /2 lob ol 10(4,0 lib Dosing - Alt. BM,_r— 3 —7 / C Aeration Bldg. Sewer L. M Holding ✓��— t Inlet �7/ _ „ 0 �r TANK SETBACK INFORMATION t/Ht utlet TANK TO P/L WELLr BLDG. Vent to Air Intake ROAD Dt Inlet / Septic Dt Bottom >Sn' r 25--j aatt Dosing 0 5 / Header /Man. (oS Aeration Dist. Pipe j'D / Holding Bot. Syste r// (/�7, Final Grade PUMP /SIPHON INFORMATION Manufacturer GPM nd St Cover / r i, 3 2 L /1 �7 G. X , Model Number _ 2�7 ,lam TDH Lift on Loss stem Head TDH Ft G 1�l' Forcem Length Dia. Dist. to Well A" SOIL ABSORPTION SYSTEM 2 — /fLt/Kil BED /TRENCH Width Len th No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL L T LEACHING Man rer INFORMATION CHAMBER OR � T Of System: , NIT Model Number: bm Al DISTRIBUTION SYSTEM Header /Manifold I D ist � Size ibuti on r , ,I— I x Hole Spacing ent to Air Intake �n pipe(s) L a Length � Dia 1 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched Bed /Trench Center 2 /-- Bed /Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1 _/1/� Inspection #2: Location: 1256 224th Ave New Richmond, WI 54017 (NW 1/4 SE 1/4 T31N R18W) River Place Lot 19 ��1 Parcel No: 11.31.18.1180 1.) Alt BM Description 2.) Bldg sewer length - amount of cover = Plan revision Required? "; Yes \ Use other side for additional information. L Date Insepctor's ignature SBD -6710 (R.3/97) r t commerce Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 t i s e o n s i n Madison, WI 53707 -7162 Sanitary Permit Number (to b tlled in by Co.) Oepardnentof Commerce � 1��05 Sanitary Permit Application State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appro 'ate vemin' unit is required prior to obtaining a sanitary permit. Note: Application forms for state -o ed are Project Add ess (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be us for ondary p urposes in accordance with the Privacy Law, s. 15.04(l I. Application Information - Please Pri All In rorma Property wner's Name ` Parcel # - 1 90 - Prop rty Owners Mailing Address Property Location 9 /J �r JAI Govt. Lot City, �' ip CodeZONING p "Numbe y y. Section (circle one T -31 N; R / — Eo Wj' ,.I. Type of tihidino (check all that apply) Lot # Y 1 or 2 Family Dwelling - Number of Bedrooms Subdivisio Name Block # 1 El Public/Commercial- Describe Use • 1 El city of ❑ State Owned - Describe Use CSM Number ❑ Village of f �, LW 2 C. L'o, w JTown of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. 9— New S stem ❑ Replacement System y p y ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System (explain) B. ❑ Permit Renewal 11 Permit Revision Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner 5aeo � 9 Zt a IV. Type of POWTS 5 stem /Com onent/Device: Check all that appl Non - Pressurized in- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ' ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Informa Design Flow (gpd) Design Soil Application Rate(gpdsf) I Dispersal Area Required (sf) Dispersal Area Proposed (s). System Elevation �-- / ,5 -- VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units _ 0'- New Tanks Existing Tanks c g � r2 A N a U rn y rn 4. U P+ Septic or Holding Tank Dosing Chamber VII. Respogs ibility Statement- I, the undersigned, assume res ibility for installation of the POWTS shown on the attached plans. Plumb r`s amc ( in' Plumber' Si MP/MPRS �Number Business Phone Number Plu ber's . ddress (Street. City, State, Zip ode) VIII. County/Department Use Onl A V Approved sap Permit Fee Date slue Issuing ent Signa S TO* Gven Reason for Denial IX. Conditions of Approval/Reasons for Disapproval �` b � ` � � l�� SYSTEM OWNER: J ° aj Oki 1. Septic tank, effluent filter and y \ D� ���_ Lie , -- 6*. �Of dispersal cell must all be services / maintained J ^ "r' as per management plan provided by plumber. ro' PIV-4A.. 4 2. All $01back requirements must be maintained as per appNGaWoaOdi olildRlatli op system and submit to the County only on paper not less than 8 r/2 x I t inches in si D Jb 4 Aq 64+�c.�. W%4C S 1^ ap U /� J SBD -6398 (R. 01/07) Valid thru 01/09 '5'004' �pp�Xt � - 7 125CAJ 6 13T-2- �f� _ 151 6 y n _ yS_sr1�x ` ,tJPiJt hl�f v lo p i t r Wisconsin Uegartmentot'GGrArnerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitar Permit No: 506340 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: Simpson, Robert and Marrie I Star Prairie, Town of 038 - 1214 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 11.31.18.1180 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet ' TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to r Intake ROAD Dt Inlet Septic Dt Botto ' Dosing H er /Man. Aeration '\#1 Pipe Holding Bot. System G PUMP /SIPHON INFORMATION Fin rade Manufacturer 211mand St Cover AIGPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length I Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length o. Of Trenches PIT DIMENSIONS No. Of Pits Inside ia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched Bed /Trench Center Bed/Trench Edges Topsoil Yes [] xx No Ej Yes 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 1256 224th Ave New Richmond, WI 54017 (NW 1/4 SE 1/4 19 T31 R1 8W) River Place Lot 19 Parcel No: 11.31.18.1180 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Yes No Use other side for additional ins ❑ formation, SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. R- .A_.I._ comrrserce.vvl.gov Safety and Buildings Division County _ 201 W. Washington Ave., P.O. Box 7162 1 a Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) Department a! Commerce ■ 50 Sanitary Permit Application State Transac Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental /'� unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different thanmailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary '54 p urposes in accordance with the Privacy Law, s. 15.0 1 m , Slats. 1. Application Information — Please Print All Informak Name � Parcel # Property Owner's -� s; � a > ?-/ 2-1 Property Ow Mailing Address Property Location 0/ J .-/ . S T, C Govt. Lot Z J ) City, State Zip Code Phone Number �= y, _ y., Section � crrcle o II. Type of Building (check all that app L d k � Su ision Name or 2 Family Dwelling -Number of Bedro s ❑ Public/Commercial - Describe Use ❑ City of CSM Number ❑ Village of ❑ State Owned - Describe Use own of 1I1. Typ „ e of Permit: (Check only one Box on line A. CompXte line B if applicable A ' System ❑ Replacement System g p Y ❑ Treatmen ldin Tank Re ement Only :J(.dQiti\t B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumbe r Permit Transfer to New List Prltio Number and Date Issued Before Expiration caner •� IV of POWTS System/Component/Device: Check all that a o - ssurized ln- Ground ❑ Pressurized In- Ground, ❑ At -Grade ❑ Mound > in. of suitable soil ❑ Mound < 24 is of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) Pretreatment Device (explain) 2 �/3e V. Dispersal/Treatment Area Information: Des'n Flow (gpd) esign Soil Application te(gpdsf) D' rsal Area Required (s rsal Area Proposed (sf) System Eleva 'o VI. Tank Info Capacity in Total # of Man surer Gallons Gallons Units U d New Tanks Existing T. s Septic or Holding Tank 2 j Dosing Chamber ;79­�i— ” I / � VII. Responsibility Statement— 1, the undersigned, assum ponsibility for installation o POWTS shown on the attached plans. Plumber's Name (Print) Plumber's ature MP /MPRS Number Business Phone Number Plumber's Address (Street, City, State ip Code) VIII. County/Department Use Onl Approved Permit Fee Date stied Issuing Signature $ 45 - cCl 9 Zoo a7 GivenReas for Denial I IX. Condi &Fyl gWasons for Disapproval 3) A)o � bC 144h.-- , b `pe, 1. Septic tank, effluent filter and J p �� �� � f���� 1 dispersal cell must all be servtces / maintained -1) 11 P as per management plan provided by 04"A r. 4b 4601 p\ 4 ; w Pl,GJe k. ev, r 2. All setback requirements must be maintainedJ� 6.4vsitfff t d�s�n iV1. d Attach to complete plans for the system and submit to the Couit only onpaper not Less an g 1/t x i t nches in si e t 0C S�c� 1;ia=P14:,o- r QG � SBD -6398 (R. 01/07) Valid thlu 01/09 O (t� PL ZD LRESs N 'PROJECT Robert Simpson 2215 170th ST. New Richmond Wi 54017 NW 1 / 4 S E 1 /4 S 1 1 /T 31 TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE9 BEDROOM 4 CONVENTIONAL IN- GROUND RESSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1255 LIFT TANK SIZE765 DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark SYSTEM ELEVATION 98.5/98.4'2' below q Property Line 75' 224th AV Well is to meet all setbacks required by WDNR Pro 4 Bedroom Plans Designed Using House Conventional Powts Manual Version 2.0 10' Scale is 1" = 40' Possible Lift tank 0 ST unless otherwise 10 ' noted B -1 25' 2 -3' X 88' Cells with >3' Spacing 5 2% Slope 4._ 90' B -3 Vent 2% Slope >6» Quick4 Standard -W of Cover Leaching Chamber B -2 with 20.0 ft2 of Area Vents 5.8ft ^2 /pair of end caps Cover 12„ 30' 34 Grade at System Elevation B.M. „ Apple River i PLO LAN PROJECT Robert Simoson D RESS 2215 170th ST. New Richmond Wi 54017 NW 1/4 S E 1/4S 11 /T 31 / 8 TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE9 4 BEDROOM CONVENTIONAL IN- GROUND RESSURE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1255 LIFT TANK SIZE765 DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44 kk BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 98.5/98.4'2' below grade Property Line 75' 224thAv Well is to meet all setbacks required by WDNR Pro 4 Bedroom Plans Designed Using House Conventional Powts Manual Version 2.0 10' Scale is l" = 40' Possible Lift tank ST unless otherwise 1 noted B -1 2s' 2 -3' X 88' Cells with >3' Spacing 451 2% Slope , t 90 B -3 J4'Long ent 2% Slope Quick4 Standard -W Leaching Chamber B -2 with 20.0 ft2 of Area Vents 5.8ft^2 /pair of end caps 30' 34" Grade at System Elevation B.M. Apple River i Wisconsin Department of Commerce SOIL EVALUATION REPORT r age of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not Tess than 8 112 x 11 inches in size. Plan must County ( include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 9 — q q percent slope, scale or dimensions, north arrow, and location and distance to nearest road. l p Please print all information. Revie:7y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). z(- 4 1 Property Owner !` Pro erty Location a EKED Go . Lot/,/LJ 1/4 1/4 S / T N R I E (or )Q Property Owner's Mailing Address 2007 Lot Block # Subd. Name or CSM# a i .� / S EP 2 0 2 ""C P City /,- State Zip Code Phone Number ❑ ity C3 Village $9 jown Nearest Road ��� ✓�C/ ©j ( IT. CROIX COUNT � ew Construction Use: esidential / Number of bedrooms Code derived design flow rate lTb GPD ❑ Replacement ❑ Public or commercial - Describe: __— Parent material ! a -- Flood Plain elevation if applicab ft. General comments and recommendations: / n System Type System Elevation ❑ Boring F Boring # i a pit Ground surface elev.,C�_ Depth to limiting factor m. Soil lication Ra e 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 Z v - e a s— o s m ( Boring t,J 1� • Il F51 # Boring _ Q pit Ground surface elev -� ft. Depth to limiting factor U S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 0 U 21L `5- C 1 -- ' C7 l..cJ Effluent #1 = BOD > 30 1 220 mg/L and T§S >30 < 150. ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Nance (Please Print) i CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 /`�— ' � 2 0 - 0 7 715- 246 -4516 f Property Owner _ Parcel ID # Page of a ❑ Boring # Boring it Ground surface elev/ ��l/� ft. Depth to limiting factor U I 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 F I I O s i a Boring # C] Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil ication Rate Horizon Oepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsefl 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 130 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. sen4330 (RAM) Property Owner _ Parcel ID # Page of IN Boring oring ng # `' r--Pit Ground surface 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 I 0- 10 r21Z ---- -- / -.-- dry c .r • 7 i-�, Z p / V r/ a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#i I 'Eff#2 ❑ Ong # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 220 mg& and TSS >30 < 150 mg/L ' Effluent #2 = BOD, i 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. seaeaw crt.6(00) Soil Test Plot Plan Project Name Robert Simpson Sha ird Address 2215 170th St. New Richmond Wi 54017 TM #226900 Lot 19 Subdivision River Place Date 9/20/07 NW 1/4 SE 1 /4S 11 T 31 N /R W Township StarPrairie F - ] Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 3/4" pipe System Elevation 98.4/98.5 *HRPSame as Benchmark Property Line 75 224th Ave Scale is 1" = 40' 150' unless otherwise B -1 25' noted 5' 2% Slope o 90' - 2% Slope B -2 30' B.M. Apple River NOTE: O.H.W.M. SHOWN IS AN APPROXIMATE LOCATION ESTABLISHED FROM AERIAL PHOTOGRAPHY. THE O.H.W.M. AND CORRESPONDING 75 FOOT SETBACK SHOULD BE VERIFIED BY THE ZONING OFFICE PRIOR TO CONSTRUCTION. BENCHMARK TOP OF 1 " IRON PIPE - �; \ N89 °51'46 "E 674.60' ELEV. 8 56.55' 252.4T �_� 5'-' — — 144.38' / 19 CGS ` EM LOOD HAZARI \ ELEVATION FF I / / A VDER LINE , �!p O� / _ - it BOUN�ARY MAP -AD 30 FT r 4b st / , V / `l lU I HY DRAINAGE i EASEMENT /b • 1 APPROXIMATE LoCAYit N OF' Q. 0 / P P C! k APPROXIMATE FLOOD PLAIN LOCATION ! 12 6 wis f i i y AHLER, REGISTERED WISCONSIN LAND SURVEYOR, P I � Y THAT THE ABOVE DESCRIBED APPED PROPERTY AND RO ERN l 7MLEA BY ME OR UNDER MY DIRECT SUPERVISION AND THAT :ORRECT REPRESENTATION TO SCALE OF THE * 1 5-2145 THE BEST OF MY KNOWLEDGE AND BELIEF. U / sc.;E o4� > ; o w i ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer , Mailing Address as 1� s�- u� ,�: I S O/ Property Address /z:;Z5_4 c-,� (Verification required from Planning & Zoning Department f9f new construction.)) City /State Parcel Identification Number 0 3 $' 1' L 1 1 _ / 'D ` 0QjQ LEGAL DESCRIPTION Qr c I ,S /4 , Sec. T ✓ I N R / 0 W t4tA � � _Av Property Location �' /4 , �' , Town of Subdivision 2 I �� 1 ��Q� , Lot #. Certified Survey Map # �` ++ , Volume , Page # Warranty Deed # 3 3 l , Volume Page # Spec house ye no Lot lines identifiabl yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 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. Uwe certify that all statements on this form are true to the best of my /our knowledge. I/we amlare the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms �L � '�� ), /ap/o 7 " - � ATCIM OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105) Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 c Y Plan Option #1 If system fails, determine cause of failure, use aitemate area and install new in tested replacement area. Option #2. install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715- 246 -5148 Shaun Bird #226900 I • splecIFICAT'lax - ID r £t ' S SECTION K 8 i'!�' CTii Pit B C A C T SI: • � AOV ED OX .T FILPE 2 I Y : PAD Ism DOOR WMAUNG GRA • l$r �.. PVE A s- INLET • _ - . - ate' _.�_._ , ` 3 0 OXM • s R 5L pipe 13 -- ojT soIL Pty E i i gp}�itt�t �.- _ Vt C INCHES Nlua SWIMM 23 + j'fs�_ - o �p' g Ji'''LA�'i . • �I:E YT �TCS Px?z - FEET AR . IB'' PRESSU$E r -FTE -CI �� =• FAT VIXT v Fft4I L 3 rT 1€� �€ . , I}y3�l�1'� i �.� � TR i �II,,M j1£'� X � � ; �)I s� or akl�2 • G t � , V) TOTAL DYNAMIC HEAD /CAPACITY 1 w HEAD CAPACITY CURVE PER MINUTE w MODELS 53 /55/57/59 EFFLUENT AND DEWATERING 25 Model I 53/55/57/59 20 6 Ft. Meters Gal. Ltrs. 5 1.5 43 163 c 10 3.1 34 129 S r 15 4.6 19 72 10 I Shut —off Hecd 19.25 ft. (5.9m) 1 c 2 j �3 15/16-6 5/32 I i ? 1 /2 —11 '/2 NPT u.S. GALLONS j 10 30 40 50 3 15/16 LITERS 80 160 0 — --+ FLOW PER MINUTE omw 4 1/16 CONSULT FACTORY , FOR SPECIAL APPLICATIONS I � = Variable level float switches available. I `variable level long cycle systems available. ' Available with special cord lengths of 15. 25', 35' and 50'. .Alarm systems available. 101/15 Duplex systems available. I ---� i I 3 3/32 SKtasa F alr4e sea! control SaYofbn SFIECT1t5N GUIDE model Voila Phase Rode Amp mou CSA UL I. wegre! tloet operated RteChBtxw swak no eba yW writrol required. M53l55 & 1A57/59 115 1 Auto i 9.7 1 -- Y Y 2. ShO 099yb� iB1le! fbet SYAO t d6t�le pt98ybadc variable level N53/55 & t 11 1 9.7 3 of 4 Y Y float Wktl Refer to FMO477. BN53 115 1 Attu 9 7 — S. Me&ank ai Sllor118tior U to 10 0075. 0072 or 10 BN57 i 115 1 AIAa 97 N Y 4. See FMO712 for Oortid r110d6! of EWCW;eal AftWr* r. 2E53/57 236 1 A& 4 8 — Y Y D53r55 & D570 230 i Auw 4.8 1 -- Y Y 5. Vatisble level omt w SwSch 10-0225 used as a C6rg101 aCSvator, wN► Efecirical E53155 & E67159 236 I 1 I Non 48 2 30r4&5 Y Y Aftemator (3) or (4) flo t systarrl. Single piggyback switch 6cluded. Fcriniorm bononaddtbonal7 TAPr oducMretertoCe ?alopanPoWba&VatadeLoMP409wk ,F J0417: Ali ensffiirai!an of controls. probeedw davkss xW wiring should be do ,e by a 4utift: Eiecticai Akoaz 6 F1dDM Mwhar�cat Aitertldx FMa95: Statpl8evraga l RA0m and Single ftne tloensec4 electrician Ali eiearicai and WAY cod" tthtwW tsetoltawed'a eluding Ehe most Simplex Pump Control/Alarm Systems. FM6792. recent NaSortai £ieet is Code ( NEC) mW the 0=426areat Sakty and 4 'sift Act (WrLk. RESERVE POWERED DESIGN For unusual corlditions a reserve safety factor is engineered into the design of every Zoeller pump. Va T& P.O. Wsvft KY ;: :. Alarw uarsaf.. Sdi1P Tla 384 C" Run And r® ® Lptpapr XY 40211 jjyP7p�{ �A fi r ® (502) 77d 27st 1(860) ht�f r n )W&A! P M. FAX (512) 77+=4 - - - - -- _......_ __ a C�Opyngm 2002 Zoeller Co. All rights reserved. r 843381 KATHLEEN H. WALSH REGISTER OF DEEDS State Bar of Wisconsin Form 1 -2003 ST. CROIX Co., WI WARRANTY DEED RECEIVED FOR RECORD Document Number Document Name 01/29/2007 10 : 45A WARRANTY DEED EXEMPT # THIS DEED, made between LaCasse Development, Inc., a Wisconsin Corporation REC FEE: 11.00 TRANS FEE: 390.00 ( "Grantor," whether one or more), COPY FEE: and Robert A. Simpson and Marrie Simpson, husband and wife CC FEE: PAGES: 1 ( "Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is Name and Return Address needed, please attach addendum) River Valley Abstract & Title, Inc. 1200 Hosford Street, Suite 201 Hudson, WI 54016 Lot 19, Plat of River Place in the Town of Star Prairie, St. Croix County, Wisconsin File #: 2693063 0 38 - 121 -9 -0 Parcel Identification Number (PIN) This is not homestead property. is is not Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights -of -way of record, If any. Dated January 26, 2007 6� LaCasse Development Inc. G (SEAL) (SEAL) President V� (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) authenticated on ) ss. • St. Croix COUNTY ) * Personally came ore we on Janu 2 2007 TITLE: MEMBER STATE BAR OF WISCONSIN tune above -named 3 .� r ��Q President (If not, to Wftblic,ktate a on(s) who executed the foregoing authorized by Wis. Stat. § 706.06) ino d sa THIS INSTRUMENT DRAFTED BY: Attorney Doug Berg No Wisconsin 1200 Hsford Street. Suite 201 Hudson, WI 54016 My Commiss' n (is permanent) (expires: — ) (Signatures may be authenticated or a( koowledg d. 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. 1-2003 * Type name below signatures. FROM :OEVERING HOMES LLC FAX NO. :7155311282 Dec. 14 2004 10:14PM Pll - +� A., . w .- -- .- - -. - -- - -- _ � � w sir ssr El • ,�, = --------------------- C .— I I FR0o1 :OEVERING HOMES LLC FAX 1O. :7155311282 Dec. 14 2004 10:14PM IJU • ��u� a - - --- -- - - -- -------------- N .- mroil o r - a N � N a w. 55-L -- [ �1M� . 1248 Wisconsin Department of Com r V'4 EVALUATION EPO T P age 1 of 3 Division of Safety and Buildings(?) in accordan=, Wis. Adm. ode Steel Soil Service Attach complete site plan on paper not less than 8' %x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and C percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 13 0 - O �OISZ� Please print all information. Rev wed Date Personal inbmation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner I Property Location men nc. Govt. Lot na NW 1/4 SE 1/4 S 11 T 31 NR 10 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 573 Cty Rd " A" 19 na I River Place City State Zip Code Phone Number J City I Village N' Town Nearest Road Hudson WI 1 54016 1 715 381 - 5405 1 Star Prairie 7 � , V" New Construction Use: y� Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement J Public or commercial - Describe. r --,,, Parent material outwash Flood plain elev ion, if applicable na General comments and recommendations: Mound design, System elevation 101.50 ft based on contour line 100.50 f� i °r 200? ? Boring # Boring -� g °--• Pit Ground Surface elev. 100.8 ft. in. Soil tion Rate i ❑ 1/ Depth to limiting factor 72 PPI ica Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/2 none sl 1 msbk mfr cs 2f .4 •� 2 6 -28 7.5yr4/6 none cos osg mfr gw na .7 1.6 . �. 3 28 -50 4.5yr4/6 none Cos /ms osg mvfr cs na .7 1.2 , } 4 50 -72 7.5yr4/6 none ms os ml na na .7 1.2 5 72 -96 10yr3/3 c2d 7.5yr5/6 cos om na na na .0 .0 Boring # J Boring 01 Pit Ground Surface elev. 100.8 ft. Depth to limiting factor 60 in. Soil Application Rate 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 1 Oyr3/2 none sl 1 msbk mfr cs 2f .4 .6 21 6 -30 7.5yr4/6 none osg mfr gw na 7 1.6 �- �S 3 30-60 4.5yr4/6 none cos /ms osg mvfr Cs na .7 1.2 , 4 60 -96 7.5yr4/6 on s om na na na Water at 60 inch i * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg/L and TSS < mg/L CST Name (Please Print) Signature: CST Number David I Steel 248956 Address Steel Soil Service el Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, Wl 54017 4/23/2003 715 - 246 -5085 Property Owner LaCasse Development, Inc. Parcel ID # pending Page 2 of 3 a Boring # J Boring f+' Pit Ground Surface elev. 100.2 ft. Depth to limiting factor 72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. *Eff#1 *Eff#2 1 0 -6 10yr3/2 none sl 1 msbk mfr cs 2f .4 .6 I 2 6 -28 7.5yr4/6 none cos osg mfr gw na .7 1.6 3 28 -54 4.5yr4/6 none cos /ms osg mvfr cs na .7 1.2 4 5472 7.5yr4/6 none osg ml cs na .7 1.2 , 5 72 -96 10yr3/3 c2d 7.5yr5/6 cos om na na na .0 .0 Water at 72 inch Boring # J Boring F Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I Bo Pit ring Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnicture Consistence Boundary Roots QP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I * 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. t Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST- POWTSM Lacasse Development Inc New Richmond,WI 54017 Lic. #248956 NW1 /4,SE1 /4,SI1,T31N,R18W Bus.(715) 246 -6200 Town of Star Prairie, St.Croix Co. Fax (715) 246 -9372 River Place Lot 19 Legend 1" = 40' ♦ =Benchmark Ele. 100 OM Top of 3/4" PVC pipe • = Alt Benchmark Ele. 100.40Ft Top of 3/4" PVC pipe ❑ = Borings Boring Elevations B 1 = 100.80Ft B2 = 100.8017t 7 f B3 = 100.20ft B4 = 00.0011 0 0. 0 5 -A 5) xt X W ,t as OP + j v x ce O to IL ic OD f �" 0 x be RZ 10 ct►- 7- 1031 ' SOIL EVALUATION REPORT P 1 of 3 Wisconsin Department of Commerce age Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Sal Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. !� 3 - r - Y percent slope, scale or dimemsions, north arrow, and location and distance to nearest mad. Please print al! informaS gy Date Personal intomration you provide may be for Law, s. 15.04 (1) (m)). Property Owner Property Location I LaCasse Development, Inc. 5 Ul vt. Lot NW 1/4 SE 1/4 S 11 T 31 N R 18 W Property Owner's Mailing Address at # Block # Subd. Name or CSM# 573 Cty Rd "A" 19 na River Place City State rp Code ,Phor t`1Uln _ City Village ! Town Nearest Road Hudson WI 54018 715 - 381 -5405 Star Prairie Merill Way New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material outwash plains and stream terraces Flood plain elevation, if applicable na General comments and recommendations: Mound Design System Elevation 101.70ft based on contour line elevation 100.70ft Bain ' a Boring # g � IM Pit Ground Surface elev. 102.30 ft. Depth to limiting facto in. Sod Apoilation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' *Eff#1 I *Eff#2 1 0-8 10yr2/3 none sil 2msbk mvfr cs 2c .5 .8 2 8 -38 10yr3/3 none sl 1 csbk mfr gw 1 f .4 .6 3 38-60 10yr4/4 c2d 7.5yr 5/6 scl om mfr na na _0 .0 i a Boring # Boring JIM Pit Ground Surface elev. 102.30 ft. Depth to limiting facto 44 in. Soi Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 I *Eff#2 1 0 -12 10yr2 /3 none sil 2msbk mvfr cs 2c .5 .8 2 12-44 10yr3/3 none sl 1csbk mfr gw 1f .4 .6 3 44-60 10yr414 c2d 7.5yr 516 scl om mfr na na .0 .0 ^ ' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature CST Number David J. Steel ' � 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 540 7/9/2002 175- 246 -5085 .4 Property Owner LaCasse Development Inc. Parcel ID # Page 2 of 3 F3 ] Boring # Boring im Pit Ground Surface elev. 97.30 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0 -9 10yr2/3 none sil 2msbk mvfr cs 2f .5 .8 . (o 2 9 -24 10yr3/3 none Sid 2msbk mfr gw 1f .4 .6 3 24 -40 10yr4/4 c2d 7.5yr 5/6 Sid om mfr na na _0 .0 I I Boring # Boring Depth to limiting factor ft. in. F ,. Pit Ground Surface elev. � 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 I Boring # Boring ....� Ground Surface elev. ft. Depth to limiting factor in, Soil Apication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 *Eff#2 I I * Effluent #1 = BOD 5> 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 Page 3 of 3 STEEL'S SOIL SERVICE David J. Steel 1564 Cty Rd GG CST- POWTSM New Richmond, WI 54017 Lic. # 248956 (715) 246 -6200 �a C4 55e �QV� /oP �,�` (715) 246 -5085 town o�s� -ate t�rr�irie s4 ces;x co, Ri✓e P /4Ge- -5 4e 0 X33 �Pk� �.<f tncj Re 3a0 \j ,,ob o P /w' / a '' • /�lf /�,x�jN•►ar lrrlc� jo� d- � C1= far %h f lonfour 1-1 e, j2; /OZ, 3o�r 133: `17.3a�t VA/ Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 — of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County S t. Unix 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 location and distance to nearest road. P ridin Please print all information. R viewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 24 0 Property Owner Property Location Govt. Lot NW 1/4 SE 1/4 S 11 T 31 N R 18 f: (or) w Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 573 Cty. Rd. "A" 19 1 na River Place City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Hudson WI . 1 5401 7H 719 381 -540 ZI New Construction Use: I:3 Residential / Number of bedrooms 4 Code derived design flow rate e [:1 Replacement ❑ Public or commercial - Describe: outwash Flood Plain elevation ifa Ilca �GPI CD Parent material PP � General comments ~ ^ and recommendations: t t 0 X001 trenches @ elk. 97.00' Sj cam' Boring rA Boring # 100.20 120 In ® pit Ground surface elev. ft. Depth to limiting factor / I lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda GPDlfg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 • Eff#2 1 0 -10 10 r3 3 none L 2ms k mfr c 2 10-32 10 r4 4 w 1 3 32-1 0 7.5 r 4 none ar COR 0sa na na 7 Boring # ❑ Boring F- 21 ® Pit Ground surface elev. 101 .00 ft. Depth to limiting factor 120 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 none L 2m • b 2 6 -22 10 r4/4 none sil 2msbk mfr gw 1m .5 .8 •1- 3 22-1 JO 7.5 r4/4 none cos OSQ ml na na .7 1.2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L Efyent #2 = BOD 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur CST Number Gary L. Steel ( :2� t:4 298 Address Date Evaluation nducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 6 -27 -2001 715 - 246 -6200 Property Owner LaCasse DeV- Inc. Parcel ID# pendin Page 2 of �j F1 Boring # ❑ Boring g El Pit Ground surface elev. 100 ft. Depth to limiting factor 120 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 10 r3/3 none L b 2 6 -22 10 r4/4 none sil 2msbk mfr gw 1m E .8140 3 2 -12 7 5 r4 4 non Boring # ❑Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring F] Boring # Ground surface elev. ft. Depth to limiting factor in. El 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 < 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.6/00) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. LaCasse Dev., Inc. CSTM2298 , , NW4SE4 S11- T31N -r18W New Richmond, WI 54017 MPRSW -3254 town of . Star Prairie (715) 246 -6200 lot #19- River Place This soil evaluation ways conibi ted to satisfy a zoning requirement, it may or may not be suitable far your use. The location of the test may or may not be as shown as permanent lot lines were not establisli94 at the time the test was conducted. N 1 =40' BM.= top of 1" pvc pipe @ el. 100.00' alt. BM.= top of 1" pvc pipe by Nw lot corner x,90 3C) a b a 0 a \ Gary L. Steel 6 -27 -2091 Parcel #: 038- 1214 -90 -000 06/22/2007 09:27 AM PAGE 1 OF 1 -Alt. Parcel #: 11.31.18.1180 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - SIMPSON, ROBERT A & MARRIE J ROBERT A & MARRIE J SIMPSON 2240 127TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 1256 224TH AVE SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 5.112 Plat: 2397 -RIVER PLACE LOTS 1/30 038/01 SEC 11 T31 R1 8W PT NW SE LOT 19 RIVER Block/Condo Bldg: LOT 19 PLACE Tract(s): (Sec- Twn -Rng 401/4 1601/4) 11-31N-18W Notes: Parcel History: Date Doc # Vol /Page Type 01/29/2007 843381 WD 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/13/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.112 86,400 0 86,400 NO Totals for 2007: General Property 5.112 86,400 0 86,400 Woodland 0.000 0 0 Totals for 2006: General Property 5.112 86,400 0 86,400 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 i 3tro anrH :raueax3a raxK3y lalsta womw ow 2*aAjn pQg7 I1�PS s��taosse / AMnans JO ddw 101.ec9 31NIYUd NV1S 30 WOl '30V1d a3AIN d0 1Vld '6l 101 i.o-mq TI! 0110 �'��� � [OfY QZiLL N LL us -M-1114 K aro -M-911 K 'MA 'ONOMIWW AUN '1S HLLZI O*ZZ O LO•Z•L -AVG IMM IA'WWM lull? u '.w�e �— zra:AsMO "mam v a- Ma- f-MmLm NOSdWIS laM9OH wnn ua Wrla �s aura L�6-44� uoroue 0 $ z 0 a g ri uw�Q .p' LL 0 - ---�__ < 0 LLI LLLLM X0� O a a ajo � 0 �0 0 Cc 11 LL U I Oo Li ci co CC �j \ y mzd 0 Lu LLJ LLJ LL .00 0 LO v o z\ \ 0z \ X = m m W ��iS�Y• �zs ` \ < t- Cl a W •lb,tii O \ zcrJ m '� \ dd �. a� cnmcn0 VO W a \ \\/\ ���V' �`�M >0z �aQ� wp� \ \ \ 'I�pb'�s \ �ao�w LL °oQ n CS \ 9\se\ d�yJ do >� C gza. <z 'fit\ ti� d z < cn 1n W z °Qom C ) z0 J �Lu >- <Z Y \\\ wmZw)- W W \ m m W a UJ 47 \ a 0QcrwO W pf W (r QO�W W U m co m W Ly z W W +1 � G W =�` w= >-cr 2 Lu (x 4 m F— W 4 0 Co' (p U) w > _ w +° !11 M <O¢aQ co 0 cc c � °i3 m N •'fit c \00 C) \ ev � z \ 1 a C.) W � a o m J x x Zo \ _ / m F' o W z N I / o o W~ = g s N o� W v O ,�'-zU o 0 o occz 0 m I � r U` J c�G I u U- o U) -ia ED • • O X • I a I o m 0