Loading...
HomeMy WebLinkAbout032-2073-80-025 n N O 3-0 n d ~1 O Sri C 90 O fD eu C) m v A+ H' T n •7 rr .•r Q cn y T. to z ° w -N T! cn o w w• OD O ~~r > > C N ONO CD j N C cD A 3 N N ° O A w N y m. m \1 N N N a 3 Q ~ CD do ~1 Q O O O n p) to CD - w 0 R O C C n ' N N tD 3 7 7 (A d O VI U) ! O• r~ ~1 N V D N N CD to k IN A . cD O 3 a0 ° OD o N 'a i3 i,'3 i CL OZ w O ~ N N rn y rn 3 rr c a O O 0 c) OIQ (n vop m _NO m' X 3 °1 m N - -A ' -4 zooz~ Q D O O N mo3aic = w'', ll~l• N (D ca O N 7 p m N N 3 N (D N aN E 0 Oro Ow r- m a -.1 CA CL 0 CD mnS N D o m H A z O O Q OF-0 3 o O W fl p w U)70,' w a z o 0 cr c a ° O 0 o fn No s w a m 3 m y z Q) CD o.o' f A = w Nr«3•wa D D °O =!a a y O, 0 y C O; - 3 fD p~ tp SU C "O O 7 N O. CD, OZ a 0 -4 O O?SO N Ali to n to O. 0 ;u CL Q-5-3 0 coT, o ~3 C y Ve 10 u' ~ O fu cn N) x300 C) ~.=N -0 9) v O o 5"n mmm o+ 9 = a m N it -000 p-j m O 0 C) mN N O ~ Q c (n 0 CD O C O CL N FL 7 O O O ~S7 O CD ?a O CD o OO a Parcel 032-2073-80-025 10/17/2012 02:13 PM PAGE 1 OF 1 Alt. Parcel M 13.30.20.7836-10 032 - TOWN OF SOMERSET Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 09/12/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner RYAN KRIEGLMEIER O - KRIEGLMEIER, RYAN I 274 150TH AVE HOULTON WI 54082-2121 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 274 150TH AVE SC 5432 SCH DIST OF SOMERSET SP 1700 WITC Legal Description: Acres: 3.020 Plat: 5270-CSM 21-5270 032-2006 SEC 13 T30N R20W PT SW SE CSM 21-5270 Block/Condo Bldg: LOT 01 LOT 1 (3.02 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 13-30N-20W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 11/13/2006 838653 EZ-U 10/25/2006 837382 WD 09/12/2006 834339 21/5270 CSM 06/25/2004 766962 2603/327 WD more... 2012 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/12/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.020 25,100 174,200 199,300 NO Totals for 2012: General Property 3.020 25,100 174,200 199,300 Woodland 0.000 0 0 Totals for 2011: General Property 3.020 25,100 174,200 199,300 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 3 RECEIVED 8 3 Co. 3 3 9 VOL. 21 PAGE 5270 `dryry ee~~ KATH[,MM H. ALSH 1`fUV LV O 06 ST.. REGISTER CODEEMI RECEIVED FOR RECORD 09/12/2006 04:30PH BT. CROIX CERTIFIED SURVEY ![AP m gLgwv0RS RECOFO REC FEE: 13.00 t::E • PAGES: 2 3.00 r p O n m m 0 y0 g m~ cO c1 cZ Fri p / N W z g o p p v BEARINGS ARE REFERENCED TO THE N m > G m c z SOUTH LINE OF THE SE1/4 OF SECTION \ \ m = y ~ 00 13, ASSUMED TO BEAR S89°3828"W n wA \ m m 7-v v me w o n cf) z o m \ 00 z -n 0 m m I N 1 \ 0 .5 M r r3 \ \ .oot 4•~ \ rm ~6 c m 3~, \FST b> \ R o o \p~ ~oGy a X06 442 a l~J c~`~ a a O :r, ~ZtF ~r m F\ Q~~:~ I n c w n H\ G\ O Z m~N~z ~U I y-o Oti BOGS\\ \ Z D c+ 7!\ QQ O \ O oN~ m ~``"G' Z5'S£E3.968£.SO ~LF T fR~ii \ O ~1 pap L7 (p A '"7 ~ mp Dfn N \ C/3a T^ to % N v ~ j d sus Q \ -sa\ p g~~ 990.01' Z w o EAST LINE OF SW114 OF SE1/4 SOO°22!4WW 1020°•74V ; 1 ro Z ~ N dMIMW o m T , ca = 3; z wp 1 Z ZA go m ri D y LNG: x m v S ~ W~ ~m z N Q SHEET 1 OF 2 SHEETS 1 of 2 Vol 21 Page 5270 Wisc:onsinDepartment ofIndus", SOIL AND SITE EVALUATION REPORT Page 1 of 3 1,atyor aA Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm..CCode le ^ COUNTY e_ St. Croix Attach complete site plan on paper not less than 8 1/ Plan must i cl e,?but not limited to vertical and horizontal reference po slope, scale or 7 PARCEL LD. # dimensioned, north arrow, and location and dis nearesoad. t APPLICANT INFORMATION-PLEASE IRi ALLR TIO REV(EWED BY DATE PROPERTY OWNER: PERTY LOCATION 11 " °MtiTii=_r "q 0 ; t154 LOT 1/4 SE va,S 13 T 30 NR 20 Xk(or) W PROPERTY OWNERS MA!IING AD RESS ~ y # BLOCK # SUED. NAME OR CSM 230 E. Thompson na csm CITY, STATE ZIP CODE UMBER CITY [VILLAGE JUOWN NEAREST ROAD W. st. Paul, MN. 55118 ( Somerset a 150th. Ave. [New Construction Use [ Residential I Number of bedrooms 4 [ J Addition to existing building j J Replacement [ J Public or commercial describe Code derived daily flow 500 gpd Recommendpd design loading rate.4 bed, gpd/ft2 .5 trench, gpd/ft2 Absorption area required 500 bed ft2 500 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2 Recommended infiltration surface elevation(s) 101":6"'98 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contour line of el . 100:;+98 Parent material pitted glacial drift Flood plain elevation, if applicable na ft R S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for svstem ❑ S M , TTS ❑ U ❑ S JgU ❑ S tau I ❑ S au ❑ S )OU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Bouniary Roots GPD/ft Boring # Horizon) in. Munsell flu. Sz. Cont Color ( Gr. Sz. Sh. Bed Trend) I 1.... 1 0-6 10 r4 3 none sl s mfr gw 2f .5 .6 ;r 2 6-40 7.5yr4/6 none sl 2msbk mfr gw if .5 .6 mma Ground 3 40-62 7.5yr4/6 2p 7.5yr5/8 sl lmsbk mfr na na .4 .5 elev. 100.98 ft. Depth to limiting factor 401, ff I Remarks: Boring # 2f .4 .5 1 10-10 10yr3/3 none sl lmabk mfr crw 2 2 10-36 10yr4/4 none sl lmsbk mvfr gw if .4 .5 3 36-52 7.5yr4/6 c2p 7.5yr5/8 sl lmsbk mfr na na .4 =.5 Ground elev. 100.9. Depth to limiting factor 361, Remarks: CST Name:-Please Print Phone: Gary L. Steel 715-246-6200 1554 200t b. Ave. New Richmond, ate: Signature: 5-8 D95 cstm 0 CST Number: PROPERTY OWNER M. Booher SOIL DESCRIPTION REPORT Page a . u1 3 PARCEL I.D. # pending Depth Dominant Color Mottles Structure GPD/ft Boring # Horizon in. , Munself I Ou. Sz. Cont. Color I Texture I Gr. Sz. Sh. I Consistence IBardary I Roots Bed ffrench 1 -14 10yr4/3 none sl 2msbk mfr gw 2f .5 2 14-34 10yr4/4 none sl lmsbk mfr gw if .4 1.5 na na .4 ;.5 lmsbk mfr _60 7.5yr4/6 clp 7.5yr5/6 sl Ground 3 34 ~ elev. 100.68 ft. Depth to limiting factor 34" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. j fc. - I Depth to limiting factor s Remarks: SBD-8330(R.05/92) STEEL'S SOIL SERVICE Gary L. Steel Maria Booher 1554 200th Ave. CSTM2298 SW4SE4 S13-T30N-R20W New Richmond, WI 54017 MPRQSW 3254 town of Somerset (715) 246-6200 N 1"=40' LO 1,i aL" BM.= top of 1" steel pipe C el. 100' Alt. Bm.= top of 1" steel pipe C el. 98.93' 5011- 5-0, G~J% k~2L~ C~h6 ~J/ ~3 I Wc- t ~r ~ r '3 Gary L. Steel 5-8-95 WiscL nsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 ` Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY St. Croix 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 poin id % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and di (i'6a r,~ R cD BY pen"ag DATE APPLICANT INFORMATION-PLEAS ALLIFOR PROPERTY OWNER: --u ROPERTY LOCATION j er OW. LOT Sys 114 SE 1/4,S 13 T 30 N,R 20 *or) W PROPERTY OWNERS MA!IING ADDRESS OT # BLOCK # SUED. NAME OR CSM #a /r S~ w 230 E. Thompson 2 na csm 4aens3ing CITY, STATE Paul, MN. ZIP CO PkiONE ER I []CITY []VILLAGE TFOWN NEAREST ROAD W. st. ( Somerset ; p 150th. Av.e kj New Construction Use [xk Residential I ~R`r bf 'i 3 [ ] Addition to existing building ! j J Replacement ( J Public or commercial describe ! Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpd/ft2 ° 5 trench, gpd/ft2 i Absorption area required 1125 bed, ft2 900 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 - 5 trench, gpd/112 Recommended infiltration surface elevation(s) 92.10 It (as referred to site plan benchmark) Additional design / site considerations Parent material pitted glacial drift Flood plain elevation, if applicable na ft eut area S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for svstem VqS ❑ U , ❑ S IsU as ❑ U I L ❑ U ❑ S ou ❑ S ou SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture I Structure Consistence IBounclary Roots GPD/ft in. Munsell Du. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0-15 10yr3/3 none 1 2msbk mfr 9w if .5 .6 1 2 15-2 10yr5/4 none sil 2msbk mfr gw if .5 .6 Ground 3 29-3 7.5yr4/4 none sl 2msbk mfr gw na .5 .6 lev. 9.65ft 4 39-8 7.5yr4/4 none sl lmsbk mvfr na na .4 .5 Depth to limiting +a94r' Remarks: Boring # 1 0-10 7.5yr4/6 none sl 2msbk mvfr gw if .5 .6 . 2Y 2 10-8 7.5yr4/4 none sl 2msbk mvfr na na .5 .6 Ground elev. 95.60ft. Depth to limiting factor +82" Remarks: CST Name:-Please Print Gar L. Steel Phone. 715-246-6200 Address: 1554 2 th. Ave. New Richmond, WI. 54017 Signature: Date: CST Number: 5-8-95 cstm 02298 3 PROPERTY OWNER M. Booher SOIL DESCRIPTION REPORT Page of PARCEL I.D. ff pendiArf Depth DominantColor + Mottles I Texture I Structure Consistence, (Roots GPD/ft Boring # Horizon in. Munsell I Qu. Sz. Cont. Color Gr. Sz. Sh. I I Bed iTmrich 1 0-10 7.5 r4/6 none sl 2msbk mvfr if .5 .6 3...: 2 10-84 7.5yr4/4 none sl lmsbk mvfr na na .4 1.5 r Ground elev. i 95.70 ft. Depth to limiting factor +84" Remarks: Boring # 1 0-12 10yr3/3 none 1 2msbk mfr 9w if .5 .6 4 2 12-20 10yr5/4 c2p 7.5yr5/8 sil 2cpl mfr gw if np .2 n..,....... 3 20-29 10yr5/4 none sl 2msbk mfr gw na .5 .6 Ground 9e[e.- 4 29-96 7.5yr4/4 none sl lmsbk mvfr na na .4 .5 Depth to limiting faIrr + 11 Remarks: H-2 less than 11 Boring # 1 0-6 10 r4 3 none sl 2msbk mfr if .5 .6 5 2 6-20 10yr4/3 none sl 2cpl mfr 9w if np .2 3 20-80 7.5yr4/6 none sl 2msbk mfr na na .5 .6 Ground elev. 95.80 ft. Depth to limiting factor +80" Remarks: Boring # Ground elev. ft. i Depth to limiting factor i Remarks: SBD-8330(R.05/92) STEEL'S SOIL SERVICE Gary L. Steel Maria Booher 1554 200th Ave. CSTM2298 SW4SE4 S13-T30N-R20W New Richmond, WI 54017 MPRSW 3254 town of Somerset (715) 246-6200 N 111=401 BM.=top of 1" steel pipe C el. 100' Alt. BM. =nail in tree C el.100.26 area around system to be cut to 95.60' d~ s X3.2 431 18, ►t112 Gary L. Steel 5-8-95 i V Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Buj;ding Division INSPECTION REPORT Sanitary Permit No 488284 0 GERIERAL 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 Krie Imeier, Mark Somerset, Town of 032-2073-80-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: (~•O di7,a r t c CSC QNl 13.30.20.783B TANK INFORMATION ELEVATION DATA TYPE MANUFACTUR CAPACITY STATION BS HI FS ELEV. ~3~' 6,~W . t t r Septic Benchmark dip Dosing Alt. BM Aeration Bldg. Sewer q (~j T-30► Holding St/Ht Inlet !2 ~~a _ 000P. in' St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL LDG. Vent to Air Intake ROAD Dt Inlet ~ 20 r0 3 Septic Dt Bottom 1 Q es. 20 6 Dosing i. < < Header/Man. • a Aeration Dist. Pipe '~~o • Z 9~•Se, 71•/o Holding Bot. System •3 q5PqT, to :7. 10 gFinal Grade 30 PU MP/SIPHON INFORMATION Manufacturer De GPg mand t~Corver t _p - Model Number `RiO 9-3 ,),P9 bra 0 4S: iD T Lift 1 Friction Loss System Head TDH Ft Forcemain Length ~r I Dia. 2 u Dist. to Well SOIL ABSORPTION SYSTEM RENC Width r LengtPr- No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM S 3) SETBACK SYSTEM TO L p' BLDG WELL LAKE/STREAM LEACHING Manu cturer: INFORMATION CHAMBER OR Type Of Syste~~~~,►v^'-`- UNIT Model N ber: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size Ix Hole Spacing Vent to Air Intake Pipe > 12a . LDia Lengt Spaci SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of 177eeded/Sodded xx Mulched Bed/ rrench Center Bed/Trench Edges Topsoil Yes No Yes No COM,'MM IT I' d twcode discre ies, persons present, etc.) Inspection Locaion: 150th A~vensue Unknown (SW 1/4 SE 1/4 13 T30N R20W) NA Lot 3 Parcel N 13.30.20.783B #1: :ture lpigpigirli-n 1.) Alt BM Description 2.) Bld9 sewer len9 th (6 - amount of cover Plan revision Required. No Use other side for addition ation. Date InsepcCert. No. SBD-6710 (R.3/97) ~y (1 t 31, 'ZcD{, Safety and Buildings Division County t ` I W. Washington Ave., P.O. Box 7162 t x .5t Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) (608) 266-3151 A /n Z$ Department of Commerce State Plan T.D. N ben Sanitary Permit A PIiINIVED rj►T In accord with Comm 83.21, Wis. Adm. Code, p sonal information you provide may be used for secondary purposesyriv cy Law, sI5.04(1)(m) Project A~ddress ( different t at mailing ad ess) I. Application Information - Please Print All Informs ion 030- c~ O bZ:> Property Owner's Name Parcel # Lot # Block # Property Owner's Mailing Address L Property Location 2 I p~~ co L31 sw Section y Ci , State Zip~C/ode Phone Number / ~~jD & ir le /z e~ IL Type of Building (check all that apply) 6K ~0-1 paw Subdivision Name CSM Number 1 or 2 Family Dwelling - Number of Bedrooms 5 iPc,fe3 ❑ Public/Commercial - Describe Use c ❑ State Owned-Describe Use.3 ~ialr- c1 Ll 1,,.) /5{-I54- 5 ❑City_❑Village~downship III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System List Previous Permit Number and Date Issued New B. El Permit Renewal ❑ Permit Revision El Change of ❑ Permit Transfer to Before Expiration Plumber Owner IV a of POWTS S stem: Check all that apply) t o C-, -Pressurized In-Ground [I Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At-Grade 11 Single Pass Sand Filter ❑ 10 Constructed Wetland ❑ Pressurized In-Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating ~Pd Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel-less Pipe ❑ Other (explain) V. Dis ersal/Trestment Area Information: Design Flow (gpd) ~ Design Soil Ap➢lication Rate(gpdsf) Dispersal Area Required (s0 Dispersal Area Proposed sf) S tem leva ' n r VI. Tank Info Capacity in Total Number Manufacturer Prefab site Ste Fiber Plastic Gallons Gallons of Units Concrete Construc ed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersig d, ume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum be ature MP/MPRS Number Business one Number is) z 269 s- - sl Plumber's Address (Street, City, State de) Qcki S 1 VIII. County /De artment Use Onl Approved isapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuin gent Signature o Surcharge Fee) 7 rven Reason o eaial IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1. Septic tank, emuerit filter and dispersal cell must all bg seroibes / maintairted as per management plan provided by plumber. 2 AN setback nquiremtMs must be maintained croft / ordirtsrlces. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD-6398 (R. 01/03) . a•~..~ . ti~:3V!~ttC~ `d3T2Y2 r , .r:'s.. '7~. ~~1~91 4:sb:'~192' ilj~ 2:tf:Yit,:,'+VG7!. ~yYIT: ~.ti~~±,331t~~~ I LOT PLAN PROJECT Mark Kriealmeiar ADDRESS 1512 2 Luton_ i 54082 SW 1/4 SE 1/4S 13 /T j/ N/R 20- W TOWN Somerset COUNTY ST.CROIX 8/24/06 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL IN-GRO PRESSURE CONVENTIONAL LIFT )00( HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE630 DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1 125 # of chambers 45 BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Sameasl3enchmark Well is to meet all SYSTEM ELEVATION 94.4/94.1/93.8 4.5' below qrade setbacks required by Pro 3 WDNR Vent Bedroom House ALong Standard Biodiffuser Leaching Chamber with 25.0 ft2 of Area " 90' Property Line " Grade at System Elevation 36 Huffcutt Combo Tank Plans Designed Using Conventional Powts Manual Version 2.0 150' M. * 191' B-1 1 198' ,5A- area 54' Replacement 3-3' X 75' Cells with >3' spacing B-3 170' B-4 Vents 36' 50 197' B-2 Top of 2" pvc @ 101.41 8' Alt. B.M. 173' 263' 150th Ave r I~~ di ni RECEIVED 'fo to 0 AUG 3 1 2006 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings C.Rol COUNTY in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. e ' wed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ?et Property Owner Property Location I t Govt. Lot 5c t~ 1 /4 ,5 1 /4 S/3 T 3 O N R L ~ E (or c Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ city ❑ Village Town Nearest Road SY08 ( ) .SAN sZ~ ew Construction Use. idential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement / ❑ Public or commercial - Describe: Parent material III" 3- Flood Plain elevation if applicable _k/) A- ft. General continents and recommendations: System Type t_.U T` , 7r- System Elevation 7 r 3, y Boring # ❑ Boring pit Ground surface elev/_~! L_ ft. Depth to limiting factor -C~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 _/,p .3 "o y G v l -7 6 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. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/l. m9k CST Name (Please Print) a CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540 715-246-4516 Property Owner _ Parcel ID # Page of Boring a 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 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 GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Boring # Boring F-1 El pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon 'lepth 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 = BODS > 30 5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 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. SOV4330 (8.6/00) ' PROJECT Mark Kriealmeiar P OT PLAN ADDRESS 1512 23rd St. Houton Wi 54082 SW 1/4 SE 1/4S 13 /T 30 N/R 20 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 7/19/06 BEDROOM 3 CONVENTIONAL IN-GROUN PRESSURE CONVENTIONAL LIFT X)OC HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE630 DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1125 # of chambers 45 BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter BEST Filter 1:1 BOREHOLE O WELL *H.R.P. Same as Benchmark Well is to meet all Vent SYSTEM ELEVATION 95.9/95.8195.7 4.5' below qrade setbacks required by Standard Biodiffuser WDNR >6" of Cover Leaching Chamber Plans Designed Using with 25.0 ft2 of Area Conventional Powts 5' Long 1 1 " Manual Version 2.0 Grade at System Elevation 36" M. * 191' B-1 Vents 198' 12' 3-3' X 75' Cells with >3' spacing V5- - 54' B-3 170' 361 50' 197' B-2 of 2" pvc C 101.41 8' Alt. B.M. 173' Q Huffcutt Co b nk 3 263' droom Hou 150th Ave r T 1022 C 'Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. a 3.) 3 _ ,FO Please print all information. Revi ed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 Z~ Property Owner Property Location Booher, Maria Govt. Lot SW 1/4 S 19 S 13 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1115 212th Ave. City State Zip Code Phone N ber f J City I Village ej Town Nearest Road Star Prairie WI 54026 7 - 4§-1§ Somerset 150Th Ave. of New Construction Use: y~ Re ' ent~af/ Numbilibof ~,#{droon 6 3 Code derived design flow rate 450 GPD Replacement _1 Ptf~lic'~i coml"cribe:\,, - Parent material Pitted glacial drift Flood plain elevation, if applicable NA General comments , and recommendations: Area is suitable#rjr a conve11ti64Nystem Withr rating of .4 gpd/sgft. Possible system elevation 97.60'. .NGOFFtGt f/ Boring # J Boring sel Pit Ground Surfa6IsY' T1 ft. Depth to limiting factor >96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none sl 2mgr mfr gw 1f .5 .9 2 7-17 7.5yr4/6 none scl 2fsbk mfr gw 2f .4 .6 3! 3 17-35 7.5yr4/4 none sl 1msbk mfr gvv .4 .6 41a - 4 35-96 7.5yr4/4 none sl 2msbk mfr .5 .9 ~I ~r g2• Fil Boring # I Boring f6 / b~Fj ✓j Pit Ground Surface elev. 101.10 ft. Depth to limiting factor >96 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 1 0-5 10yr3/3 none sl 2mgr mfr gw 2f .5 .9 2 5-26 10yr5/3 none sl 2msbk mfr gw 1f .5 .9 3 26-44 7.5yr4/6 none scl 2msbk mfr gw .4 .6 4 44-96 7.5yr4/4 none sl 2msbk mfr .5 .9 1! * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur : CST Number Thomas J. Schmitt , ~-a 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valle View Trail, Somerset, WI 54025 9/29/00 715-549-6651 Property Owner Booher, Maria Parcel ID # Page 2 of 3 3 ] Boring # _j Boring ✓el Pit Ground Surface elev. 100.51 ft. Depth to limiting factor >96 in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/3 none sl 2mgr mfr gw 2f .5 .9 3 y a 2 6-18 10yr5/3 none sl 1 msbk mfr gw 1 f .4 .6 3 18-45 7.5yr4/6 none scl 2msbk mfr gw .4 .6 4 45-96 7.5yr4/4 none sl 1 msbk mfr .4 .6 ~ n . ► Z• ❑ Boring # 1 Boring _J 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # I 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 P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S.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 „Pad -f-;.l a„ oltarnota f -f n1.- -M-f ft,A .iar.orh„ant ~f fAR-')AA_21 41 7TV 9l1R_7AA_R7'7'7 l i , 01 : , , I 3 Y , - i All 2 : r- 170 .~~r _ , : , I i I 1 ;rte /®lf_~' Moor ? rte.."~ S ~AA/R - - I 3 :j t T , a~P Sg 4~ volt A- r i 1 i vage U1 SEPTIC TANK E PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 4" CI VENT PIPE 12" MIN, ABOVE GRADE WEATHERPROOF 2:251 FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W1 PADLOCK 6 FINISHED GRADE -------WARNING LABEL . --~-411 MIN. sift lost ImIN. ' INLET WATER TIGHT SEALS GAS- TIGHT, ~IAPPROVED A SEAL ' JOINTS WITH APPROVED F1`T ER ALM APPROVED PIPE PIPE 3' ..B ON 3' ONTO ONTO SOLID C I SOLID SOIL SOIL PUMP OFF ELEV .=AFT' ' OFF D 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER : ~-1-{ NUMBER DOSES PER DAY : TANK SIZES: SEPTIC ov-(D GAL. DOSE VOLUME INCLUDING / DOSE GAL. FLOWBACK: GAL. CAPACITIES: A = J-~' INCHES =367, ~ GAL. ALARM MANUFACTURER: V P, G MODEL NUMBER: i l B= 2 INCHES = SWITCH TYPE: r'f" _"r PUMP MANUFACTURER, 3 D GAL. C = ~ INCHES = GAL. MODEL NUMBER : 53 D = INCHES = l 3~ GAL SWITCH TYPE: REQUIRED DISCHARGE RATE L7 GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE • • FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . • • • • + FEET FORCEMAIN X Z FT/100 FT. FRICTION FACTOR . FEET TOTAL DYNAMIC HEAD FEET INTERNAL DIMENS:tUMP TANK: LENGTH TH 6 DIAMETER LI QU ID _ SIGNED: LICENSE NUMBr ..R: 22 KC BATE: 1/88 a' n TOTAL DYNAMIC HEAD/CAPACITY a w HEAD CAPACITY CURVE PER MINUTE MODELS 53/55/57/59 EFFLUENT AND DEWATER'iNG 25 Model 53/55/57/59 6 20 Ft. Meters Gal. Ltrs. o . i 5 1.5 43 163 U 15 10 3.1 34 129 <z 4 z 15 4.6 19 72 ° ~Oh 10 Shut-off Head 19.25 ft. (5.9m) o ~ 4 2 5 3 15/16~►-6 5/32- -1 4 5/S ;f 1 1/2 -11 "/2 NF? 0 I U.S. GALLONS 10 20 30 40 50 LITERS 0 80 160 3 15/16 ~ I FLOW PER MINUTE oosssT 4 1/16 Variable level float switches available. Variable level long cycle systems available. Available with special cord lengths of 15', 25', 35' and 50'. Alarm systems available. 0 1/16 Duplex systems available. ' 3 3/32 SK858 1 r'. Single Seal Control Selection Listings w N 1 Model Volts Phase Mode Amps Simplex ily UL 1. Integral float operated mechanical switch, no external control required. M53/55 & M57/59 115 1 Auto 9.7 1 Y 2. Single piggyback variable level float switch or double piggyback variable level N53f55 & N57159 115` _ 1 Non 9.7 2 Y float switch. Refer to FM0477. • BN53 115 1 Auto 9.7 , Y 3. Mechanical alternator °M-Pak" 10-0072 or 10-0075. BN57 115 1 Auto 9.7 Y ' BE53/57 230 1 Auto 4.8 y 4. See FM0712 for correct model of Electrical Alternator. D53/55 & D57/59 230 1 Auto 4.8 1 Y 5. Variable level control switch 10-0225 used as a control activator, with Electrical E53155 & E57159 230 1 Non 4.8 2 3 or 4 & 5 Y ~ Alternator (3) or (4) float system. Single piggyback switch included. t O CAUTION For information on additional Zoeller products refer to catalog on Piggyback Variable Level Float Switches, FM0477; - s e s owc be .e by a ;ed Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump/Sewage Basins, FM0487; and Single Phase U Ay _ - oulc cvae2 dir g c s est Simplex Pump ControVAlarm Systems, FM0732. - ,5e V abonaS Safety and ai h ` , 'Sr fir, 0% For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX .,F14' Louisville, KY 40250 ~ Manufacturers of. . rO SHIP TO. , 3649 KY Run Road aauTv Louisville, KY (840211-1961 00) 928-PUMP ~ PaAh-f SNBE lff7g http ® ! 1 9. (502) 7 FAX (502) 784-3624 P://www.zoeller.com z © Copyright 2002 Zoeller Co. All rights reserved. FROM :OEVERING HOMES LLC FAX NO. :7155311282 Dec. 14 2004 10:14PM P11 A P6 N ~ _T009-1 N0 s~ti sus E N Fy ~F O ~ N J ~ }OO^ ilp ' N N FROM :OEVERING HOMES LLC FAX NO. :7155311282 Dec. 14 2004 10:14PM P12 16 • .n umr yoov ~ gyp ~ a ~ ~ z S o 0 I - i N ~ a lO ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP ERTIFICATION FORM 177 k Owner/Buyer A-ri Mailin Address 37/ Property Address (Verification required from Planning & Zoning Department for new construction.) l~ u City/State Parcel Identification Number LEGAL DESCRIPTION ) 2 Property Location ,go/a y~... 1 , Sec. / T JION R , Town of Subdivision Lot# C, 01r 3 Certified Survey Map # , Volume , Page # l , Volume Page # Warranty Deed # 6 6 Spec house ye(9 Lot lines identifiabl ye 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 113 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property crib a e, by virtue of a warranty deed recorded in Register of Deeds Office. .212~1Q~ SI ATURE 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. 08/05) 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.Own r e agrees to limit greases, garbage, er discharge into the system. and water conditioner 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 Contingency Plan Option Df system fails, determine cause of failure, use alternate area and install new system 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 g 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 766962 1 U 2 6 0 3 P 3 2 7 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX Co., WI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 06/25/2004 11: 45AN THIS DEED, made between Michael Roy Daulton and Betty Lou WARRANTY DEED EXEhQT t Daulton, husband and wife, Grantor, and Mark A. Krieglmeier and Dortha R. Krieglmeier, husband and wife*Grantee. REC FEE : 13.00 Grantor, for a valuable consideration, conveys and warrants to Grantee TRANSFFEE: 546.00 the following described real estate in St. Croix County, State of Wiisscconsin: CC FEE: Southwest Quarter of Southeast Quarter, Section 13, ToWtlslr p 30 t4orth of PAGES: 2 Range 20 West, lying Southerly and Easterly of State Trunk Highway, 64 and "35" as now laid out and traveled, excepting therefrom lands described in Vol. 1438, Page 262, as Document No. 605933, St. Croix County Wisconsin Recording Area Name and Return Address: Edina Realty Title, Inc. 400 S. 2nd St. - Suite 115 Exceptions to warranties: Hudson, WI 54016 Easements, restrictions and rights-of-way of record, if any. 433974 032-2073-80-000 Parcel I ttfcation Number (PIN) This islomestead property. Dated this 7th day of June, 2004. * chael Ro aulton * Be Lo Daulton * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. authenticated this 7th day of June, 2004 Personally came before me this June 7 2004 the above * named Michael Roy Daulton and Betty Lou Daulton, husband and wife to me known to be the person(s) who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foregoin instrument and acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin Peterson, Fram & Bergman -Steven H. Bruns My commissign is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101_ CJ t7o (o ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-1000 U, 2603P 328 EXHIBIT A Southwest Quarter of Southeast Quarter, section 13, Township 30 North of Range 20 West, lying Southerly and Easterly of State Trunk Highway, 64 and "35" as now laid out and traveled, excepting therefrom lands described in Vol. 1438, Page 262, as Document No. 605933, St. Croix County Wisconsin GRANTORS: MICHAEL ROY DAULTON AND BETTY LOU DAULTON, HUSBAND AND WIFE GRANTEES: MARK A. KRIEGLMEIER AND DORTHA R. KRIEGLMEIER, HUSBAND AND WIFE PIN: 032-2073-80-000 File No.: 433974 07/20/2006 09:42 AM PAGE 1 OF 1 032 - TOWN OF SOMERSET ST. CROIX COUNTY, WISCONSIN Application # Permit # Permit Type Owner(s): O = Current Owner, C = Current Co-Owner 0 - KRIEGLMEIER, MARK A & DORTHA R MARK A & DORTHA R KRIEGLMEIER 1508 23RD ST HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 11.500 Plat: N/A-NOT AVAILABLE SEC 13 T30N R20W SW SE THAT PART OF SW Block/Condo Bldg: SE LYING STHLY & ESTLY OF HWYS 64 & 35 EXC TO HWY PROJ 1550-00-21 (1438/262) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 13-30N-20W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 06/25/2004 766962 2603/327 WD 08/08/2001 653269 1695/555 WD 08/07/2001 653131 1694/518 WD 07/23/1997 6641318 more... 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/09/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 11.500 90,500 7,200 97,700 NO I Totals for 2006: General Property 11.500 90,500 7,200 97,700 Woodland 0.000 0 0 Totals for 2005: General Property 11.500 90,500 7,200 97,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date. Batch Specials: User Special Code Category Amount i Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I -7 ~f~