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Home My WebLink About026-1163-10-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division • INSPECTION REPORT Sanitary Permit No: 463265 0 (ATTACH TO PERMIT) GENEF��L INFORMATION _ 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: Oevering Homes I Richmond Townshi CST BM Elev: In p. BM Elev: BM Description: Section/Town /Range /Map No: Z 25.30.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmar Z 7 3 Dosing Alt. BM d.� L1 �i't�l1 0 1 J Aeration Bldg. Sewer D , Holding St/ St/Ht Outlet S , TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �. Septic � � � � t n� , � Dt Bottom / Dosing J� Header /Man. GI Aeration Dist. Pipe I .'� 11 9 Z Holding Bot. System 3 GI t Final Grade V PUMPISIPHON INFORMATION (� 2 3 - O D Manufacturer GPM nd St Cover j� , j �) l Model Number TDH Lift Frictio ss System Head PH Ft Forcemai2,, Dia. I Dist. to Well SOIL ABSORPTION SYSTEM A4 / /��,� BEDITRENCH Width jength No. Of Trenches PIT DIM SIONS No. Of P' Inside Dia. Liquid Depth DIMENSIONS i 3 SETBACK SYSTEM TO P/L BB W LAKE /STREAM LEACHING Manufa INFORMATION CHAMBER A 6 — S Ty .Of System- ^ Model Number: DI UTION YSTEM 7 Header /Ma ifold Distribution 1 / x Hole Size x Hole Spacing Vdfit to Air Intak 11 , / Pipe(s) 0 > Q Length / Dia Length Dia Spann SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over , f Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed[Trench Center L-{ Bed/Trench Edges Topsoil Yes I,', 'L1 No ]Yes No i COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / ispection #2: Location: 1407 131s Aven New Ri 1 hmond, WI 54 (SW 1/4 SW 1/4 25 T30N R1 8W) Hollow Pond Lot 10 Parcel No: 25.30.18. 1.) Alt BM Description (,(!ri ! ��4 ' �• �(3 �11��1�lNw� 2.) Bldg sewer length =�?j - amount of cover = Vt_ jl &z > y - Plan revision Required? Yes No - J Use other side for additional information. - Date ` ' I epctors Signature Cert. No. SBD -6710 (R.3/97) 4 4 - I , z c Safety and Buildings Division C01t1 �- d, 1 1 201 W. Washington piVe' 0. Box 7162 • Madison, W1 537 - Sanitary permit Nambec (t zd i n by Co.) I ficonsii ( 266 51 ErC�� O p LD. Number De artment of Commerce E Sanitary Permit APPlica 1 b' Z � 'o jest (if dtYereot �'m'� addras) In �rord wish Comm $3.21.1iWm PA Code. � Law. aIS. CR may be uwd forseco�y Y - fr - 4 6 - + 13 ire. information I NG OFFIC ~ L ApPliaeat Information - Please Print Blodt prnpem OW N p Pro i.ocahon ll 7 p rogeny es. Ma,IinB Address IS k� ,, ; i cJ Sectiaa yp'Code Phone Numb" ¢� City, Stan O I T ``LA ULW 5 O f Building all that aPP17) Subdi ' " n CSM 1 or 2 Paaa7 r VUjaF _ N"'=bO` of Heesoo." IidCoraroe�sl - Dosctibe Usk Gry ; Pillage Township of State Ownod - Diusecrlbe Use type mit: (� odr one bo: online A. Complete line 8 if applicable) of Per TrammovNoldu�g Tsak R Oa17 Other ttiiodfication so �d:dag S3'° A New System Syst�n List przvious Permit Number and Dace issued grange of • Permit Transfer to New B. Permit Rcnawal Pint Revision Plumber Owner Before axplr -tion in. of mi � (� Oil that a 1 Single pass Sand Enter Of Mound 224 b- of suitable soil Mound < tablo soil R�� /� Filer `won -s 1n, MOU� T Holding Tank Peat Filter Auobic rot V Comtriicted Wedand pressadud In vex -less Olber S Media Filter R Men, proposed (sD ° ant Area Information: My �„ (d) Di /speaal 3 Design Plow (Epd) 1 Soil lice 15 / � � 3 Stee= Plastic MaaafacUM Prefab CottstmcW (31aas 'n,3 �.� 0 To irrnber Conasta yL Tank Info Gallons of Units Now tsldsdos Tanis dpi .Or ltoidiaa Tsai AerobioTn�U ° f for {1atloa of the POR''1'S ahona an the SUSIChed g Phone Number VU Statement L the M p�pgg Nurnber h" l a (Print) Pinmbet ✓ b 7 --bb Pl . plumbels Address (Stiaet. 'tY, Ststw AP ) C7 t Use Od Sanitary permit Fen, C odes Gtoimdwater Date issued (No Staatpa) S it 2000 pis�pto+�ed ., ner r1— - ow QVIn ite"oa for 3l 6 011-6— C� t pG Conditions or, �{- t ;l,b} -4 A SYSTEM O N _ 1 11 1 Septic tank, effluent filter and ;�� , , Ca d is pe rsal cell must all �° Q °rvicpd /maintained �l ��" "" r O as per + V as per management plan provided by plumber. 2. All setback requirements must be maintained �d ^"q �� ( as per applicable code/ordinances M q,SS t �►�J ,f os not lW tlmi► l� 11. dw ( ��0.� atJ� � (lo We County OW for the rya, PuP� r 7 `f) t PLO PL N PROJECT Oevenna Homes L.L.C. R SS 838 Summer Pines Circle Hudson W 54016 SW 1/4 SW 1/4S 25 /T 30 N/ W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 12/17/04 BEDROOM 3 CONVENTIONAL XXX IN- GROUND PR SURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of 1/2 pipe _ &I-` —, ASSUME ELEVATION 100' Filter ZabelA -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark �— Plans Designed Using SYSTEM ELEVATION 98.3/97.8/97.3 4' below qrade Conventional Powts Manua on 2.0 Scale is I " = 40 ternate Benchm V ' Top of Survey Iron @ 91.8 l is to meet all -- unless otherwise setbacks required by WDNR j6'Long ent noted ope Line Standard Biodiffuser Leaching Chamber with 3 1. 1 ft2 of Area „ Grade a t System Elevation l# 34" To b� Q� 2 Pro 3 > 20' Bedroom House ents 5' S B p J Wb_ B -3 � � �_�iyK ✓v' . L'1 _ 3 3 X 83 Cells � ] � 5' with >3' Spacing 3' 80' 35' -1 C pP 1t.B. Pro Town Road to 140th St. v PLO PL' N PROJECT Oeverina Homes L.L.C. R SS 838 Summer Pines Circle Hudson Wi 54016 SW 1/4 SW 1 /4S 25 /T 30 N/ W TOWN Richmond COUNTY ST. CROIX 12/17/04 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN- GROUND PR SURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of 1/2" pipe Ij ASSUME ELEVATION 100' Filter Zabel A-100 ❑ BOREHOLE O WELL *H. R. P Same as Benchmark Plans Designed Using SYSTEM ELEVATION 98.3/97.8/97.3 4' below grade Conventional Powts Manual I 'on 2.0 ternate Benchm Top of Survey Iron @ 91.8 Scale is 1" = 4�' ell is to meet all — unless otherwise setbacks required by Vent noted operty Line WDNR j Standard Biodiffuser ver Leaching Chamber with 31.1 ft2 of Area ong 11 " 34" Grade at System Elevation Pro 3 To be >5' 20' Bedroom House Vents 25' S B -2 40' lope B -3 B 3 -3' X 83' Cells 5 ' with >3' Spacing 30' 80' 35' B -1 lt.B.M. Pro Town Road to 140th St. Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Eff luent 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 pi an. 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 Contingency Pian ,_ Option #1. if system fails, determine cause of failure, useernatersa and install new ested 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 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 f �^' Phone: (715) 386 -4680 Fax (715) 386 -4686 M e o to "e From: Pam Quinn Date: 7/21/2004 Re: On -Site Soil Report Verification for Lot 12 Hollow Pond Subdivision (SW % SW % Sec 25 Town of Richmond) On July 9, 2004 a site visit was conducted to evaluate soil conditions reported for Lot 12, 13 & 15 within this new subdivision. After making observations in test pits and subsequent review of all soil reports submitted for lots in Hollow Pond, it appears that the recommendations for installation of pressurized conventional (in- ground) systems may not be feasible. The weather was sunny, temperature in the 70's, with good light conditions for color determination and no precipitation for >24 hours. A sanitary permit was issued for this lot and excavation for the foundation had exposed soils that caused concern for installation of a conventional system. Test pits on lot 12 had been excavated at the approximate locations of B2 & B3 on the original soil report. At B3, the soil profile was similar to that reported, but redoximorphic features (iron deposits and high chroma concentrations) were observed at the irreg bounds between a s loam horizon and fine sands below, at approx. 60 inches. � boundary " weathered sandstone The fine sand horizon from 60 — 88 appears to be w , with extensive iron pp deposits throughout (2.5 YR 7/8) in a matrix of 10 YR 8/2. Bands of 7/5 YR 4/6 sandy loam were observed starting 6" below the textural change. A test pit near B2 showed massive sandy loam transitioning to fine sands at < 48 ", again with redox features along the textural change and much higher concentration of iron staining in the fine sands. Redox features at less than 48" would limit installation of a pressurized in- ground system to less than 12 inches below grade. This would place the system on Lot 12 in silty clay loam soils with an application rate of 0.2 d/ft Recommendations for pressurized conventional systems Pp r� would require a minimum of 2250 ft for a 3- bedroom house, 3000 ft for a 4- bedroom system. Due to Dept. of Commerce code changes, effective as of 2/1/04, massive sandy loams now have a soil application rate of 0.2 gpd/ft On many lots these soils were encountered in a third horizon at depths of less than 24 inches from the surface. Pressurized pipe, not a dosed system using leaching chambers, would be needed to achieve even distribution of wastewater throughout these soils. Costs for design and installation of an in- ground pressurized system should be compared to a traditional mound system, the latter having the option of being reconstructed if a failure occurs. The existing tested areas for all lots within Hollow Pond are not large enough for installation of a 3,000 square foot system and another equal area for replacement. Additional soil evaluations will be required and the replacement areas will have to be preserved from any construction activity for sites proposing to use this POWTS option. Mound systems for lots in Hollow Pond would require designs with lower loading rates where soils exhibit platy structure in the upper horizons and/or have <0.3 soil application rates within 12 inches of the surface. These long, narrow systems would, however, fit within the existing tested areas provided on the original soil reports. Sanitary permit applications for conventional POWTS will not be approved for these lots based upon this on -site determination unless the following items are included: 1. Additional soil test pits have been evaluated to provide both primary and future replacement areas. 2. Documentation that redox features are >36" below any proposed system elevation. 3. The soil application rate used for sizing the system extends a minimum of 6 inches below the proposed system elevation. For example, if the system is 18 inches deep and a massive sandy loam begins at 19 ", a soil application rate of 0.2 gpd/ft would be required for sizing the system. Cc: Greg Peterson, Subdivision Developer Oevering Builders, owner Leroy Jansky, Regional Wastewater Specialist Tom Nelson, CST #227387 Wisconsin Qepartrnentof Cc,m rce SOIL EVALUATION REPORT Page of (division of safety and i3uilddings= , in accordance with Comm 85, Wis. Adm. Code County • ! Attach cor %)We site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, baC rtot 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. y Date. Please print all information. Review Personal infortnaGon you provide may be used for secondary purposes (Privacy law, s. 15A4 (1) (m)). Property Owner Property Location oe0P/' �j Govt. Lo�t�f/ T N E Property Owner's Mailing Addre Lot # Block # S l^,ity Stat4 EP Code Phone Number ❑City ❑ Village Nearest Road Construction esidential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Publi al - Descri - - - - -- -- -- Parent material Flood Plain elev ' n if applicable General comments and recommendations: C�/a uv r) Boring l r7l Boring # Pit Ground surface ele/ �) ` ft. Depth to limiting factor in. Soil Application Rate Texture Structure Consistence Boundary Roots GPD/f� Horizon Depth Dominant Color Redox Description •Eff#1 `Eff#2 in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. � I � Bori # ❑ 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/f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 Efw Effluent #1 = BOD 30 < 220 mglL and TSS >30 <_ 150 ' Effluent #2 = BOD <_ 30 mg/L and TSS < 30 mg/L CST Number CST Name (Please Print) 226900 Bird Plumbing, Inc. Shaun Bird Telephone Number Date Evaluation Conducted P Address 715- 246 -4516 72 1008 192nd Ave, New Richmond, WI 540 j7ESS T PLAN PROJECT Oeverina Homes L.L.C. 838 Summer Pines Circle Hudson Wi 54016 SW 1/4 SW 1 /4S 25 /T W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 7/11/05 BEDROOM 3 CONVENTIONAL XXX IN -GRO D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANKS 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of 1'/2" pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark Plans Designed Using SYSTEM ELEVATION 98.3/97.8/97.3 4' below qrade Conventional Powts Manual Version 2.0 Alternate Benchmark Top of Survey Iron C 91.8' Scale is 1" = 40' AL Well is to meet all unless otherwise setbacks required by Vent WDNR noted Property Line >6 „ Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11" Pro 3 34 „ Grade at System Elevation Bedroom House 20' ST Vents 20' 0 50' B -2 40' 0 ' * B -3 6% Slope B 8% 5 , Slope B -4 30' 3 -3' X 83' Cells 80' 1 with >3' Spacing B -1 Vents lt.B.M. Pro Town Road to 140th St. - RECEI Wisconsin Department of Com mZanIUD&kLIpoin IL EVALUATION REPORT Page of . Division of Safety and Buildings Co 85, Wis. Adm. Code County ✓� Attach complete site plan on ape inch s in size. Plan must include, but not limited to: ve 'cal poin (BM), direction and Parcel I.D. percent slope, scale or dimen on a distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner / I Property Location Govt. Lot �(.1/4 /4 S d TT 3 N E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# D City State Zip Code Phone Num r ' C3 City ❑ I age To Nearest Road D ( > ) lJ New Construction Us . esidential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public co rcial - Describe: Parent material �ICY� Q 5 Flood Plain elevation if applicable 4ZZ ft. General continents 2, l l r �. and recommendations: % J ✓ I f " Ge. �� j -1 �` 7 ` Borin # Pit ' ring Ground surface elev. -�> ft. Depth to limiting factor 7 in. ` Soil lication 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' a ll- — / s/ 6 c� 2 Boring # Boring it Ground surface elev. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 z - ,,s- c �, , 3 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg& CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evalua n Con u ted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 r —� 715 - 246 -4516 Property Owner _ Parcel ID # Page of ❑ Boring L31 Boring # ;Wj� Ground surface elev. ft. Depth to limiting factor � in. it Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 F-1 Boring # [] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor )n• Soil Applii cation 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-1 Boring # ❑ Pit ❑ Boring 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 • Effluent #1 = BOD > 30:s 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. SSD -9330 (RAM) Soil Test Plot Pla Project Name Ken Oevering Sh Bird Address 838 Summer Pines Circle Hudson Wi 54016 cSTM #226900 Lot 1 0 Subdivision Hollow Pond Date 10/1 /04 S W 1/4 S W 1/4S 25 T 30 N /R W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe System Elevation 98. 3/97.8/97.3 *HRpSameasBenchmark Alternate Benchmark Top of Survey Iron @ 91.8' Property Line Scale is 1" = 40' unless otherwise noted 100' B -2 20' 0 ' 8% Slope * B -3 B 5 ' 30' 80' 5' -1 103' 1t.B.M. Pro Town Road to 140th St. • RECEIVED Wisconsin Department of Commerce FEE 0 9' 4 :Vj LUATION R EPORT Page 1 of 3 Division of Safety and Buildings in, fTdance with Comm s. Adm. Code 1. C ROIX COON y St. Croix Attach complete sits plan on paper l�flf I e'. Plan must include, but not limited to: vertical and honzon rection and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information, viewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). IZAAk" , - ) a K& XJU --- t ' 9- ' - , i 0 Property Owner Property Location 0 El Greg Peterson Govt. Lot SW 114 SW 114 S 25 T 30 N R 18 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1611 Hwy 10 10 Hollow Pond City State Zip Code Phone Number ity Village ■ own Nearest Road Spring Lake Park i MN 1 55432 7p3-780-4996 140th Street ■ 3 to 4 450 to 600 New Construction Use Residential / Number of bedrooms Code derived design flow rate GPD 0 Replacement ❑ Public or commercial - Describe: Parent material Loess over glacial till Flood Plain elevation 'rf applicable General comments and recommendations: These are massive soils with areful ' � � stem being used by the tractor. M recommendation would also be to consider a pressurized system, ere the efflu be dos over a entire distribution area. of require , u re ed. S i�3 3 This site is suitable for a below grade conventional sy Boring F Boring # L r spit Ground surface elev. 97.60 ft. Depth to limiting factor >90 in. 'I Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtIf in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Etf #1 *011#2 1 0 -9 10yr3 /2 sil 2msbk mfr aw 2f .5 .8 2 9 -16 1 4/4 sicl lms mfr cw if .2 .3 3 16 -90 7.5yr4/4 sl Om mfi - - • Boring # n F fl Bo g 99.65 >88 El pit Ground surface elev. ft. Depth to limiting factor in. SoN Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0 -10 10yr3 /2 - sil 2msbk mfr cs 2f .5 .8 2 10 -25 1 4/4 sici lmsbk mfr cw if .2 .3 3 25 -88 7.5yr4/4 - sl om mfi - _ .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 CST Name (Please Print) Signature �^`� CST Number Thomas C Nelson — `` ----- _ �__ - .-- ••5"`" 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 7/3/03 715 -246 -2454 Property Owner Peterson Parcel ID # Page 2 of 3 Boring 3 Boring # Q pit Ground surface elev. 99.10 ft Depth to limiting factor >88 in. 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 1 0 -10 10yr3/2 - sil 2msbk mfr cs 2f .5 .8 2 10 -29 1 4/4 - sici bk mfr cs if .2 .3 3 20-88 7.5yr4/4 - sl Om mfi - - • F-1 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 F-1 Boring # a Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil ication 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 < ISO 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- 9330Ted (8.07/00) OMMOW POWP LOW 10 & 9460 98, BI A 01 LOT IO LOW 9 1100' 4I' B3 218' 2% SLOpE IIO' B2 31' BMI+ M2 S]: ZDT C LOT 14 TOP OE Ixow pIpE BM2 TOp O'F C019BVIT It10. I 7.60' B2 99.65' THOMAS WELSOW B3 99.10' I"r 227387 _ -ACALE I" = 40' R ECEIVED PRELIMINARY PLA' O C T 2 g cA Cc 2003 Located in part of the Southwest 114 of ST. North, Range 18 West, Town of CROIX �pONTY ftst 114 Caner OFF sectbn 25 -J0 -18 ZONING SCE (Esta6fthod Awn 7AP4 CT 2 CER "I_ - -- I , RICHMOND -IL MAP, bt UME 1 I I ' O T LOT 14 } N8 '55'25 "E 1315.51' Q I, AJ,F 2Q5' ?OS' 302 2Q5 Zi r a l \ , loom NNC- 1017.0' ` LET BUILDABLE AR EAS: LOT 1 Bs,e03 eq ft. -j a LOT 4 1.51 acres a ; '� %LOT 3; LOT 1 LOT 2 z {� f 82, 379 s ft. , LOT 2 5 s,1 3 a sq. R, �I , q 'J8, 4 ac s ft. ss acres I t 65 603 sq ft. 65, 603 sq. Ft. 9• L� 1.89 acres t LOT 3 53,087 .q. ft, '� 1. 51 , acres 1.51 acres . ®. 1.22 acres I� L.�0 =1021.0' "�' tl'80.= 1021.0 , .9725; LOT 4 78,540 sq. ft. r 223 1.60 acres I I i "1 r, ;30 -- 97,252 sq. ft. LOT 5 2.23 acres 205'- - 205 24'; t i -7d l j 81,923 s ft. i 4J4' _ d ' LOT 6 1.86 a cres - -� - q , ft. - 1l9ST- AVE�i1Kil�; -�R� LOT 7 128,029 a S N tl (.._ Utprt `f 2.94 acroe r- - 220 LOT B 90,388 sq. ft. " Eeeement 2.07 acres F� I f !cd ► / j h l ' LOT 9 89,4 sq. ft. ti. 2.05 acres N I I �. ,; I ,,,.., , ., a.........,,,�,,,, . ..,, ,,. .� . _ ` T • ,�.. ! 1 LOT 10 81,286 sq. ft. '� ' 1 f �. Rr. 1.87 acres I MANURE ?IT .`•i LOT 11 91,632 sq. ft. I tl I AREA acres 2.10 acres I -k-. �� (SEE N • LOT 12 77,169 eq. ft. n' yl LOT 1> . , �. LOT 8 1.77 acres o' I w LOT �" 1 102, X62 sq. 91 ` , 2 , s 31� q' LOT 9 ft. ' LOT 13 76.883 sq• ft• a; I 61, 266 sq. ft 89, 476 sq. ft. r 35 acres 1.77 acres � j i S ,� Z f0 acres 1,87 acres ' .B.0.= 1On..0 93,544 s ft. O, 205 acres_.' LOT 14 4 S&Wfurwe to 2.15 acres I ! g'j • be Remowd LOT t5 62.292 sq, ft. QI Lv 'I GRAIN 1.43 acres JI ! I IN /y LOT 16 65.401 sq. ft. N y 3A5N Eaes/n nt 1.50 acres 15' 462 � 22J' 4BT HyE�l G •1) - 1. , 1' I; ti r Lori - LOT 14? ILA 4D `j 77,189 s ft. n 76,683 s ft. 1 �c r '. LOT_ Nwt. oz .o q q. -� '136, 338 sq. ft. L 1.7 acres 1.77 acres 65, d 1y 3 f3 acres i,8 =103 .0' I { _ ------ ---- - -- --- -- ;- -,\- _-- -- 5 89'43'24 " ,-- l 1 - -- -- 1322.24' ------ Me -- - - - _ = TOWN OF RICHMOND �- �c:fnr- or- w.;:rara�r. _- SBDYJ?4'W ?8f4148' -- ST. CROIX COUNTY SoutAwsat Coma ZONING: Sect)lm 25 - 50 - 18 _I'� ?LATTEf' LANDS PLATTED AREA IS ZONED: AG -RES (found 7/8' roborJ _ _ _ _ CURRENT USE: AG -RES ADJOINING LANDS ZONED: AG -RES CURRENT USE: AG -RES AREAS; TOTAL AREA OF LAND TO BE PLATTED: 1,543,552 SO. FT, I hereby aNt 35.44 ACRES direct super% MINIMUM LOT SIZE REQUIRED: 65,340 SO. FT., 1.50 ACRES a knowled a NOTE: The parcels shown on this map are subject to State. County and township the lawi of AVERAGE LOT SIZE: 67,553 SO, FT., 2.01 ACRES laws, rules and regulations ( Le. wetlands, minimum lot elze, access to parcel, THIS ADDITION WILL CONTAIN 16 LOTS eta.). Before purchasing or developing any parcel, contact the St. Croix County PROPOSED TOTAL LENGTH OF TOWN ROAD: 731 L.F. Zoning Office and the appropriate Town Board for advice. R.O.W. DEDICATED TO THE PUBLIC: 142,705 SQ. FT., 3.28 ACRES TY DODGE, R FROM :OEVERING HOMES LLC FAX NO. :7155311282 Dec. 15 2004 09 :22PIl P1 ST CROP CQ ACRE AND ATIO VOI03A a� CBR� A � Ma ,,,tca � P1ea�L t for sew paracl zcicnaSraa°n Nv�� city /state Town Of � V. see. T - ' Loc Page 9ubdiv�p� ,�_ Volume / Cc�ed S"vey gap ,�'?� j , Volume P yes C3 no w s rn s►ty Deed # L,ot I idezUBAb le Spy � e 0 ,A itapa�'a�e�w s<sodta t you P °�yua 561 syelm 6 oa18 tttr by a UcenatX • qty at aooaa, Nate ovals- a s' .age is s n facet tecahpog a sum canes o� ma : v�pC+'me°t that (1) *C am"'ait° 1 /3 fuu of daft can s '° on ` a bo to a d rba scP �'t1w+ d� 66PIUM of Tho meY� IpeettaM and P ao dialer tvltb aya� nasayetpb�+b , oaa►ai p sad�aa�) the pavate Wow tvAnva.a. 30 U itt pl�opa apa to aenc to 3xa � N0 . , �a'�' � Zottia6 O wA USVC so shove s� to the SL 4'co V h w" , sama by * fpyaedt d w Oat Ya a y � i s dam.DA'1'8 days AppLGAN1' s. of SIaIZA t of my � ) imawled6 Ms e. to ttie Oil dq fy that aU' � qty deed sew � �� of l�ee� /��I, I ( ) •mod sbove, 'by'"ttva p A t � P: daocn V okM by the Zw"g fi t. s, *�.• SIGNATURg OF n y res is the wim't bcw ism office .a.sea. �y i a°etbst �' deed hom xa� fence is in The „ a• dead unty pdndt witb thi "Pliettit0. s stns a cotitted SUCH asp ii xe I e6Stap 40 91 aaq j•d U 2685 P 179 �� 77E33'7ZI STATE BAR OF WISCONSIN FORM 1 -1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO. , WI Document Number RECEIVED FOR RECORD This Deed, made between Silver Lake Land. LLC. a Coruoration 10/29/2004 08:25AN Grantor, and Kenneth J. Oevertna. A.- . Grantee. WARRANTY DEED Grantor, for a valuable consideration conveys to Grantee the following EXEWr described real estate in St. Croix County State of RfiC Ffi 11. N Wisconsin (the Property'): K } COPYFFEEt TRANS _ 1272.00 PAGES: 1 Recording Area Name and Return Address urnct Title 0 Prance Ave. S. Pint (i ,i r %IN 55435 026 1073 50 001 Parcel Identification Number (PIN) This is not I homestead property. (Is) (is not) Lots 1 through 11, Hollow Pond Addition, Town of Richmond, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible In simple fee and free and clear of encumbrances except Dated this 2 V day of October 2004 (SEAL) (SEAL) Gregory J. Peterson, President-- Silver Lake Land, LLC (SEAL) (SEAL) r y AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. authenticated m�1/ EN b�YS ATZ I N A St. Croix county O F WIS CONSIN Personally came betbre me this day of S TATE E October 2Qgg the above named Gregory J. Peterson as President of Silver Lake Land. * n to me known to be TITLE: MEMBER STATE BAR OF WISCONSIN the person who executed the fgregoing instrument (If not, and ackn edge he same. authorized by §706.06, Wis. Stats) z� •• -.� THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Burnet Notary Public, State 6f Wisconsin 1301 Coulee Road Hudson, WI 54016 My commission is permanent (If not state expiration date: (Sigma 5 g I )D I ) (Signatures may be authenticated or acknowledged. i Both are not necessary.) Names of persons sigining in any capa city must be typed or p rinted below their sf nature. FROM :OEVERING HOMES LLC FAX NO. :7155311282 Dec. 14 2004 10:14PM P11 AN f 171M 1 1�M N j sir Ea N as N • w 000 � �� Nf FROM :OEVERING HOMES LLC FAX NO. :7155311282 Dec. 14 2004 10:14PM P12 yam dw Q J I y • A ' - - -- -------- .--- .----- • -.�. -- I r Located In part Of the Southwest 114 of the Southwest 11 of Section 25. Townsh4D 30 N Range 18 west. Town of Rkhmond. St CrOk County. WFSC017' ' abse 114 Clamor LOT 2 I CERWIEp SURVEY_ I _RICHMONDILLS IuIAP _VOLUME 14� � LOT 14 PAGE 3900 LOT 15 1 o a 101 1489.55.25•E 1315.51' mta 285.36' 1 ��• rd 6 Ot' d 301.77 1282.51'- 6 T2 ecara s t asarelent ,� n rrf� =fofzo ' LOEf VCTI SAW1 SW foot eoee `� � �r R� LOT �9 -,f 1 51 ,ro.�+ .�. 0 q n° o LOT 4 - - - - -- -� - V u 1.89 owes a ' 74540 "- ^ r11 I s� Lea =fa2f_o'Z 1.80 Dares �'. $ L075 WI c 101" s¢ R :21 242 Danes O) L g� Laa- 1024.0' J 24.40' 3 s O I I o >) I • — 20611` -- — - 205.01 — . --- �, -:z,y. �►?- �+NW25 434.47 _ Cf anae• n ti MW25'M 435.OIr _ Cy % ; �+ '• 21611' N 87 'o 545'E N8T0r - E a, 1 1 tr h tl \ c3&? 1 - r ° : Lore E r 91. �a ° o LOTtt7 z LOTS ,a...._...._ 102-W sv. R 01 L 1Q ernes Z /.2156 si 89.416 sq f1. n N Z55 acres J1 .87 205 owes 06 16LQ =f03J O i i N N 1 2 \a, r 4r � ... on £m.. on i - -Nag WE 1287.13 NW 0 1tR * I i � 1031. - Or - /62A2' 223.01 1 0000E O .fi4* 46 235_ it -�"- f41N O — atAnL#XL z ZSb`ft 1wKeac7< eARN b Lor c L07 i - 76rB8J se R 6: 4 I i - 1. 77 Dares f.5 W LP TANK VERAND W 0 c 1 on - o LOT )<4 4 777 si & • ^ n � '-Jyj acres o ,F 1.17• av+ss P n $ '� btd. - IOu0' 37• 1 g 2 . ........ .......... = .... ............... . . .... SEpnd I Ee/i/Aie/lt - - - — 200 — — t3>i.!✓'- .] 3 — 23512' — — — — — — 416.94'- 1289 OS NW43'24'E e — - + S89'43'24'W _T 1322.24' S - - - --I— - - - - - -- WV"4 264 48 =- U Southwest cOif/7er LOT 2 C.S.M. IN VOL_ 14 PAGE 3958 section 25 -.w-1e L07 8 i - - - - - - 1 1 PLAT OF 1PDREY PINES i 1 1 - - - -- - - - - - -- i 1 f i 1 I Prepared for and at the reauest of: