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HomeMy WebLinkAbout040-1248-70-000 ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT k �' Owner Property Address 2 E" City /State �ZiV .ffi`�f AZZ, SY29 --Z-- v { W i Legal D cription: Lot y Block Subdi 'sion/CSM # S t /4 NLC t /4, Sec. �4. T If N -R ld W, Town of T bL PIN # 0 Z10 • 70 SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: M/DwFs'r�✓ s�Pf►G t- '75 o Tank manufacturer Size 4T/PC /-' Setback from: House 2 1 Well >5o P/L >' 5 0 Pump manufacturer ' O Eel E" R S Model A E 5 O Alarm location T N S (VE (HOLDING TANKS ONLY) Setbacks: Service road ent to fresh air in Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM R oc.K Type of system: M O utiD Width ��-°_ Length � Number of Trenches f Setback from: House / 75 Well 72oa P/L S Vent to fresh air intake > S ELEVATIONS ` 4r �m r eo.�.�.� lv w� lazy ' o Description of benchmark Elevation ' Description of alternate benchmark V E *R ShJeh -D "c l2 S t t( Elevation 765s. 5 ,7 /0" tae. 96? os , roan , -- f7. FG ��•5a - 7s ° is-( -- : F-7. - ­ f7- 7o L Building Sewer ST/HT Inlet ST Outlet PC let PC Bottom 2 f� Header/Manifold l� 3 Top of ST/PC Manhole Cover 48 006 5'h '!0 . Distribution Lines () /D /. 5 () ( ) Bottom of System O �D�• s O ( ) Final Grade () 163. s d () ( ) 3. 11 32 V 796 3P Date of installation / / Permit number State plan number if Inspector Plumber's signature b.4 �� License number 2 �'� S Date ` 1 ? / i Inspector RO p Ess� •uG'�. complete plat plan I i NOTICE: Please provide the following: • A plan view sketch showing everything within 100 feet of the system., • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW INDICATE NORTH ARROW Y ' ,,,vim ��� c1 . - Apo• D ' � �^- 0 Ids Ulbticht & Assoclate• l � Private Sewage Consultants i e55 O'Netl Rd. 1 5 _ Hudson, Wis. 54016 ut PC 13.5 Za63`7S CK GEC• I <d /� I I I � 4.2 1 G�- T%f v y7 i I � f �� ,� U S S �c2c�. (10 d " °V T __. I I ,I _ o S B0 /Z, r DLO T^ 01 ' I .2 PV 1*-,0. vM P �� 0 61 1 7 /7140 oe-v S T I - rod' or DUB y 56 Z, ,2 y aC3E1�J°M 0 � { VV I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM yST . CROIX ' Safety and Buildings Division Count INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar3 6dj ge-: Personal information you provice may be used for secondary purposes [Privacy LXw, s.15.04 (1)(m)). %fgt Q lder� L ES & ANGELA L' 1�dY❑ Village E] Town o : State Plan ID No.: CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel l Gv 10D - 7 r TANK INFORMATION ELEVATION DATA A9900047 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 'Cl( /�7JZ� ee 5 5 /�s'3 /62) osi n Aeration Bldg. Sewer 9 $'•/ Holding ( - St7 Inlet ? � 95, d TANK SETBACK INFORMATION olvoutlet 4 �7 ?, 7, TANK TO P/ L WELL BLDG. 5Ventto ROAD Dt Inle t Y ke I• < e + 5j ;! 1 f NA ' u U+ Dosin s- 5 NA /' C - g�aFa G•Z� Aeration NA pt. /--? ga, Holding Bot. System 3 -27 f,6l -�7 PUMP/ SIPHON INFORMATION Manufacturer fj/1��� Demand i '4, Model Number /Arc- .1� GPM TDH Lift}, 4- Friction stem System TDH� (fit 9*A-- yly41yI Forcemain Length �/ j Dia., ;Z i 'f Dist. To well �,� E r �"KaN, 0 X03- <11 /. C ' 0 SOIL ABSORPTION SYSTEM /cSS� 2 '�Z BED/TRENCH Width Length No. Of Trenches PIT No, Of Pits Inside ia. Liquid Depth DIM N 1 N �65 I DIMENSION SETBACK SYSTEM TO P / L I BLDG WELL LAKE/STREAM LEACHING Manufacturer: CHAMBER INFORMATION Type O / / Mo el Num er: SystemAwl" Z Y q,� OR UNIT DISTRIBUTION SYSTEM 2cl ` 4 I l a6i /I7� Header / MaDi#gAd -f t Distribution Pipe(s) I x Hole Size x Hole Spacing Vent To Air Intake Length 5 Dia o Length /00 Dw Spacing . Gd SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed/ Trench Edges Topsoil Q Yes ❑ No - ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc. ) LOCATION: TROY 24.28.20,SE,NE 271 TURNBERRY CT - TROY VILLAGE LOT 47 A l - t 6 vi - T+a� Plan rd'vision require? ❑ Yes No Use other side for additional information. SBD -6710 (R.3/97) Date Inspe Cre rt No 5*1 7�-C_ Q:444, 7'• t�- � ►�d'o � �' `� oL'� Safety and Buildings Division SANITARY PERMIT APPLICATION 201 W. Washington Avenue ' Visconsin In accord with ILHR 83.05, Wis. Adm. Code P O Box 7302 Department of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 112 x 11 inches in size. • See reverse side for instructions for completing this application State Sanitary Permit Number Personal information you provide may be used for secondary purposes ❑ Check itYevisiori co previous applicatign [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION Z'/ 21 3 Property Owner Name ropert Location ,/ �M Lff�Sll� Sre 1 /4 , 1/4, 27 T 2 16, N,R E(r W Property Owner's Mailin Address n , Lot Number Block Number l?! G ot -r Ui w [. �,(� fe city, StP� LC/ /, Zip / Phone ;umbe Subd1vsi Orr CSM a L11 fa II. T E ILD : (check one) ❑ State Owned E] City ,T N Public or 2 Famil Dwellin - No. of bedrooms S vll g O y N C III. BUILDING USE (if building type is public, check all that apply) Parcel Tax Number(s) Z ��. 70 1 E] Apartment/ Condo A4 • I2 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF ERMIT (Check only one box online A.' Check box online B, if applicable) A) 1. Wemw 2. ❑ Replacement 3 ❑ Replacement of 4. ❑ Reconnection of 5, ❑ Repa r of an ______System ________System _____________ Tank Only Existing System _ ExlsbingSystem B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit PriZ 13 C] Seepage Pit 43 ❑ Vault 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Filial Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) 101 ZS Elev tion //�0 60 ZS 6 1 /12— Feet lam • S Feet Ca acit VII. TANK in gallons Total # of site INFORMATION Manufacturer's Name Prefab. Con- Steel glass Plastic Aper. New Existing Gallons Tanks Concrete structed glass App. Tanks Tanks i`l! Septic Tank or Holding Tank 175'0 1 7 Y O Z P ,6 Ate. ❑ ❑ ❑ I El ❑ Lift Pump Tank /Siphon Chamber - ❑ I ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.; Plumber's Name: (Print) Plumber's Signa re: (No Stamps) MWPRSW No.: Business Phone Number: i 'otl' -1 211L.W CGr7 Z3 S I [S 3 p�v •�lS Plumber's Address (Street, � ity, State, Zip Co ): C S' l NQ�L� %�"� CC1�' rSG� IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issuing�gnature (No Sta ps) Surcharge Fee) K Approved E] Owner Given Initial Adverse Det ermination *37,5' �� • 2 X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11/97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 Visco.nsin Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary Department of C ommerce Februa ry 19, 1999 I CUST ID No.259518 ATTIC- POWTS INSPECTOR ZONING OFFICE ULBRICHT & ASSOCIATES ST CROIX COUNTY 655 O'NEIL RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identification Numbers APPROVAL EXPIRES: 02/19/2001 Transaction ID No. 212138 Site ID No. 167341 SITE• Please refer to both identification numbers, ". ST CROIX County, Town of TROY above, in all correspondence with the agency. SETA, NEIA, S24, T28N, R20W Lot: 47, CHARLES LARSON FOR: Description: MOUND SYSTEM Object Type: POWT System Regulated Object ID No.: 451317 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: + On page 2, K =13.35 feet, L =131.7 ft., J =10.25 ft., and W = 31.25 ft. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincere! , DATE RECEIVED 02/17/1999 FEE REQUIRED $ 190.00 ii? EE RECEIVED $ 190.00 AGEL ,OWTS PLAN REVIEWER II BALANCE DUE $ 0.00 Integrated Services (608)266-2889, M - F, 0745 - 1630 HRS PEPAGEL @COMMERCE. STATE. WI.US WISMARde633'. R I G, i'N'A U.LBRICHT & ASSOCIATES CO. 655 O'Neil Road - Hudson, WI 54016 Reg. Designers of Engineering Systems 715- 386 -8.185 Private Sewage Consultants FES 1 7 1999 PROJE( Dtn►. G DILHR Plan I.D. # Date Owner Charles E. Larson & Angela M. Larson Phone Address 1717 Golfview Circle, Hudson, Wis. 54016 Legal Description Lot 47, Plat of Troy Village. PIN 040- 1248 -70. SEl /4,NE1 /4,Sec.24, T28N, R20W. (aka Troy Burne Golf Village) Town of Troy County St. Croix C.S.T. Thomas C. Nelson CSTM 227387 Installer Local Authority/ Supervision S C Cty. Zoning Dept. PROJECT DESCRIPTION New construction. For a proposed 5 bedroom home. Estimated daily wasteflow: 750 gals. Soils in the upper 121 are permiable (.5/.6 GPD /ft but underlain at 24" with fractured limestone dolomite. A long narrow mound system using'24" approved sand fill is proposed. For maximum pretreatment of effluent, two precast septic tanks will be set in series; the final tank will also have a Zabel filter and last tank shall have an approved above ground locking cover for service availability. P.O VV C ell S. � fl �ll «j� a` ����r�annaran� yi A P mom. 1g "a�4 D/W,S EP TMF 0 _49 f F E OF MM�D R �• 7.0 T U B E INGg fj( U 1"168 j EE co N' �, HUDSON. I �3 S NC 4� E .� n �unnuunu�uu a �� Pg.l PLOT PLAN VIEWS Pg.2 SYSTEM CROSS SECTIONS &SYSTEM PLAN VIEWS-" IEWS CORRECTION NEEDED SEA CORRESPONDENCE Pg.3 PIPE LATERAL LAYOUT Pg.4 DOSING CHAMBER CROSS SECTION P9,5 PUMP PERFORMANCE SPECS This design for installation is based entirely on measurements, elevations, landscape conditions (slopes etc.) and soil suitability roof of Ill the csT 4 t of his specs, as reported, shall remain the soledrespon ibilit2 2738 - of e CSTTf, y 1 Any use of this POWTS design ty any licensed plumber, or any related unlicensed parties or persons (excavaters, laborers) shall not be construed as an assumption of responsibility by the designer for the workmanship, substitution or selection of anccomponents inot specified, or any absumptions by the Plumber that any unspecified components are state approved or proper, or the effects of poor judgement If working under adverse damaging weather conditions (Wet /frozen soils) by any such parties or persons. �o DoT PII A� 2L� a� Pi°� ° S gy,�� c O l i mull lomf eon Sl{I�be�. ,, hod absorphoe SyslEm v on ,� �_ D . A a tit S- T S% T ' d''" cif s T S • T \ D PP--Of osev �o q 7 z o3 r So L � of S IC • ROSS SECT 100 of M ouj D " w i r ho B eD OP-0 OF % " ro 7�ISTR i(3uTto,V A31es -SATE- Cs , TNi cka Fs s Pl P �N G- a p T °P SOIL S ysrE M E levA r'ioo U " i FoR M TOE E 3 �) � `• G ��. 1 ,►' SANS r /// p l o w 1i D r o p s o t ---�` / f % StoPE FORCE uui FORM 7 HAW E 1 r oATnba Beep 9 2 5 -v 2.0 Fr EL Ev/l r lop , 1 5 — E 2 .25 Fr. IwvF -Rr of 2- #1 1ATERM S /D /, ?S F , CF FT. Oz /p Top of Rock / G _ /, 0 FT. It H FT • T O F 2 IATERA IS /a /• y3 P L. A M VI EW O MouK) D wi rh E; D END F vRc lz MA A ( F T• y r� cos Fr �a w F r W Fr 31'2 _j CORRECTION NEEDED B ev o F " 'SEE CORRESPONDENCE To 1 " Pvc. CAppEp R g g aFg�rE O (35E R VAT1 o,� Pips PERMAuEuT MARKERS R Ec? umev> f3 A5AL eNRFN � w h srE✓Ft vto W SOIL lx) lTlQAT)uE - G APAci ry PRopoSEd BAS AReA = B x (A t Z X05 x Co + tS 2245 a 5 O D15TRIr3url0A-1 PIPE 1JETwORk LAy -r ?o 74' G q= o —� �— �p� E `\ p /0 Fr R �'S Fr FORcE MAi',v X — O INcNE S .� pvc y S V ARo'hf3LE TOTAL. V(gtD Vaiusj� �� � GAIS ' N olE LAIEPAL " Z fpcli =s M Z . F o f2 C m A I A j Z It��µES 77::'. O F HoJ p I.uVP-RT ELF- UATIOO OF LATEgAJ5 7S RER Ft�R E4TE D Pi p 'DETA" l._ EuD cqp 4 _J • R� Mov E All )Rill Bvk> I \ \ RS . y NOIES locAT o,v BcoTT'OM spAcev , I STRi BL)Tiom 'DiSchAR frE RATE POR EAc L ftR 0rti 5 h A��Rq L ---__ _ _ ` , 57 GqL ToTAL 17 iSTRi(30TioO 1I5ct RATE r O R NEE w K GAL � f PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS P,41E" I o f S VENT CAP 4 "C.T. VEIJT PIPE APPROVED LOCKING WEATHER PROOF + MANHOLE COVER JUIJCTIOM BOX 25' FROM DOOR. 12 "MIU. Wl WACOIA) wl"nOW OR FRESH I AIR INTAKE I 0EV ^T /O GRADE I I 18" MIM. CONDUIT �- - _ - - -- - - - -- --------- <v' 0 ��� oti ` INLET PROVIDE I - ` AIRTIGHT SEAL I I G I I APPROVED JOIM'T A , 4 y K I I I 1^1 APPROVED UOIIJTS Ir � ( /C.I. PIPE % C.I. PIPE `U t I I EXTEIJDING 3' I EXTENDING 3' �0� ALARM OMTO SOLID SOIL OUTO SOLID SOIL B �Q�jV I tl / I / / 4o I I OIJ E.LEV. FT. , FF 2 ae � PUMP OFF 2I�E' J rQ , p0 / �( K � 6 - �,tvl1 RIStR EXIT PERMI•ITED GUL4 IF TAW, MANUFACTUR7-K HAS SUCH APPROVAL SEPTIC E 5 PE G I F I'CATI OKI5 DOSE M / �,E'P,�ST �. l 2 - TANKS MA MUFACTURER: W MBER 37 DOSES: PER DAS TAMK SIZE : /.�L©0 GALLONS DOSE VOLUME. Z S ALARM MAMUFACTURER: f"" tle -f INCLUDING BACKFI -OW. GAL1 OR15 MODEL MUMBER: i) VL ' CAPACITIES: A = /6 ' 7 INCNESOR GALLOMS SWITCH TYPE: 8.0 Sw! B = Z INCHES OR G D GALLOMS PUMP MAMUFACTURER: 14,Y,4 C = 13 3 IUGNES OR CALLOUS • MODEL HUMBER: D IUCNES OR GALLOIJS SWITC}I TYPE: a��dA�K N OTE: PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATE - GPM jWSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AIUD DISTRIBUTIOM PIPE.. // J N FEET fi AA ) L 5 P - EC S 4- MIIUi NETWORK SUPPLY PRESSURE . . . . . .. . . . . 2.5 �1 FEET FAC k 1 O2 - p / v FEET OF FORCE MAIN X �_ F /oorj.FRtCTIOU FAC70R.: ' / FEET tA S JV TOTAL DYNAMIC. HEAD .� ' FEET `l ����• IIJTERUAL DIME."S10NS OF TAMK: LENGTH `D ;WIDTH / ;LIQUID DEPTH 7 ME M Series 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE C 50 100 150 200 250 30Q 350 400 450 100 90 28 80 24 W w O 7o F- w M F /p 20 2 LL 60 z z — 0 o MF 1.6 w w 50 S = T- 40 M �`SO 12 O O F- 30 8 2D M � 3 3 4 10 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 CAPACITY GALLONS PER MINUTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3327 7/91 Printed in U.S.A. i M E SERIES 1/3 through 1 -1/2 HP II , Effluent PUMPS POWER CORD MOTOR HOUSING DIMENSIONS 4. - �__S14 Jacket sealed with com- Cast iron for efficient pression fittings. Individual heat transfer and i ` - wires potted with epoxy corrosion resistance. to prevent wicking in case of cord damage. BEARINGS Upper sleeve and lower ball (1/3 and 1/2 HP), o ° o upper and lower ball F O (3/4 - 1 -1/2 HP) support rotor. Take radial and thrust loads. MOTOR 1/3,1/2,3/4, 1 and 1 -1/2 p HP single or three phase, 1 O y 60 Hz, 3450 RPM. Single phase PSC motors have \\ - built -in on winding i _ overload protection, oil cooled and lubricated. HIGH EIi'FiCIENCT CAST -� IRON VOLUTE _- Corrosion resistant, Passes �� � �•• ••r „ °, ' _- --- =�` "�� � i j 3 / " spherical solids. 2” I I_J J NPT discharge. - Inches rdwuielen Model Series A B C F 14.7 4.09 1,03 12.13 i ME33S & ME50S 373 104 26 308 16.5 4.09 1.03 1213 _ ME33D & ME50D 419 104 26 308 MEIOOS• ME150S 16 7 40 1. 12.5 ME75S, 427 102 27 318 18.6 ME75D, ME100D. MElWD 472 0 1.06 12.5 472 1102 27 3l8 ENCLOSED TWO VANE VOOLG TE/DRELISR SEAL IMPELLER PERFORMANCE CURVE High efficiency. Passes Maintains high efficiency 3 �4 " spherical solids with and recirculation• CAPACITY LITERS PER MINUTE stainless steel wear ring. 0 so 100 150 200 250 300 S50 400 450 Optional bronze construc- 100 tion available. , •` ` " ze SHAH' SEAL(S) 90 = Carbon and cerarnic faces fjo '24 Optional dual tandem seals. Extends motor life. 70 1 LL 60 # t C J Z t o 16 Z s0 = 12 = 40 O �• • �V ��1��i 20 SEAL L� flat iRVDL a ; 4 Optional probes (dual ,a �` " seal only) detect water " a leakage in seal housing. 0 Activates n sea h light, 0 10 .. 20 30 40 50 60 7a 90 90 too 1 10 120 130 CAPACITY GALLONS PER MINUTE M"r F. E. Myers, A Pentair Company K3320 5 /92 1101 Myers Parkway Printed in U.S A. A shland, Ohio 44805 -1923 419/289 -1144 FAX: 419/289- 6658,TLX: 98 -7443 Wisconsin Department of Commerce SOIL AND SITE EVAWATtON Page 1 of 3 Division of Safety and Buildings in accord with Comm 83 05 ' YVA s Adm,' Cols - ,, Enviroumencal By Design Attach complete site plan on paper not less than 8'h x 11 inches in size. Plan rO ty include, but not limited to: vertical and horizontal reference point (BM), direction And" $t. C percent slope, scale or dimemsions, north arrow, and location and distance nearest i V pF APPLICANT INFORMATION - Please print all irtforinatiott-1 a Personal information you provide may be used for secwnd -y purposes (Privacy Law, . 45.1P4 (1 >'(m))'• 95 Property Owner Ffterty Locafjp U t " ; Continental Develo meat govt. "Lot QCs ^.BIt - 114 N 1/4 S 24 T 28 N,R 20 W Properly Owner's Mailing Address L # �. Block # Subd., Wme or CSM# 12301 Central Avenue NE, Suite 230 47 Troy Burne Wage City State Zip Code PhoneNumber ❑ City [] Vllage ®Town Nearest Road Nlftmeapohs MN 55434 Troy Lindsay Road New Construction Use: M Residential 1 Number of bedrooms 4 nAddition to existing building ❑ Replacement n] Public or commercial describe Code Derived daily flow 000 gpd Recommended design loading rate 1.2 bed, gpd/f 1.2 trench, gpdA Absorption area required 500 bed, W 500 trench, flz Maximum design loading rate 1.2 bed, gpd/fe 1.2 tr ench, gpd/fF Recommended infiltration surface elevabon(s) 101.4 It (as referred to site plan benchmar Additional design / site consideration Parent material loess over bedrock limestone Flood plain elevation, if na ft S= Suitable for system Conventional Mound In -Ground Plessule AT -Grade System in Pill Holding Tank U= Unsuitable for system ❑ S® U N S❑ U I El ®u I ❑ S N U , EIS N U ( ❑ S N U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/fF Boring# Horizon in. Munseli Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistenc Boundary Roots Bed Trench 1 0-14 10yr3 /2 - sit 2msbk mfr eW 2f .5 .6 2 14 - 7.5yr4/6 - sil 2msbk mfr cW if .5 .6 Ground 3 30 -40 10yr8/3 - elev bedrock - - - - - - 99.40 ft Depth to limiting factor 30 Remarks: Z 1 0 -7 I 10yr3/2 f - I sit I 2msbk , mfr I c 2f 5 .6 2 7 -24 7.5yr4/6 - sil 2msbk mfr cW if 5 .6 Ground 3 24 -32 10yr8/3 - bedrock - - - - - - elev 97.35 ft .Depth to limiting factor 24 Remarks: CST Name (Please Print) Signature: '"_- �_ Telephone No. Thomas C. Nelson '-- - ° °ry °�`" 715- 246 -2454 Address Environmental By Desi Date CST Number Ref # 1432 120th Street, New Richmond, Wl 54017 12/7/98 227387 126 PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT ,zs page 2 of 3 , PARCEL I.D.# Environmental By Desi Depth Dominant Color Mottles Structure GPD/iF Horizon Texture � o ntenesis c Boundary Roots in. Munseil Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 3 1 0 -7 10yr3 /2 - sil 2msbk mfr ew 2f .5 ; .6 2 7 -26 7.5yr4/6 - sil 2msbk mfr cw if .5 .6 Ground elev 3 26 -30 10yr8 /3 - bedrock - - - - - - 99.32 R Depth to limiting factor 26 Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev i i Depth to limiting for i Remarks: a CQNTINENTAL DEV CORP TEL NO.757 -2532 Jan 28,99 1452 P.04 ENVI;ONME.NTRI BY DEMIUN 1432 12W STRUM NEW RICHMOND, WISCONSIN , y 715-240-2454 a 'bray Burne ''Village PAGE 3 sI SEC"T]()N_ T .$ --- N ►---- 7OWIVSM , TM COUNTY x. ( 'mss ; wiaconsin a y F c 0 (� e �s Sc i" DSO' Tow Nelson DM 1. 7 it,1P OT M Lot garner 100 Q u1) OF *0 Stnk'* FIevhdon 95.99' W isconsan o epanment of Industry. SOIL AND SITE EVALUATION REPORT Page I of I Labor and Human Aeiatwns oMsan'otSafety S 9ur1dings in accord with ILHR 83.05. this. Adm. Code COUNTY Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but ST. CROIX n ot limited to vertical and horizontal reference point (81M), direction and % of slope, scale or PARCEL L0. dimensioned, north arrow, and location and distance to nears REVIEWED BY OATE APPLICANT INFORMATION- PLEASE PRINT A lN0Q)R6fl W.z, PROPERTY OWNER: r` PIMP TY LOCATION E 1/ 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB R £I ME E �� /V'�/ Gam~{ 114W 1 / 2S 19T 29 NR 1 Q �*(«) W PROPERTY OWNER':S MAILING ADDRESS I LOT W 1 we" SU80. NAME OR CSM >e 260 COUNTY ROAD - F ._._.j 1 3 47,,.., TROY VILLAG CITY, STATE ZIP CODE NUMB CH U ILLAGE OWN NEAREST ROAD HUDSON WISCONSIN 54016 ( .3 T T�R�/B�R�'I Ct►o?T p(] New Constttxtion Use [X J Residential 1 * [ J Addition to existing building L J Replacernent (J Pubic or commercial fit Code derived daily n 600 gpd Recmnmended design loading rate 0 • ¢ bed. gpd/ft - trench, gpol(t Absorption area required Oa bed. ft Soo trench. ft Maximum design loading rate 0• S bed. gpdm D -6 trertch, gpdM Recommended infiltration surface elevation(s) BY DESIGNER dt (as referred to site plan benchmark) Additional design / site considerati on; NoT(r`S ON Parent material 71 Pj "/ 7-40 Rood plaits elevation, if applicable N/A h S - Suitable for system CONVENTIONAL MOUN I NGROUNO PRESSURE AT -GRADE I SYSTEM IN FILL EIOLOING TANK U a Unsuitable for sVStem 1 S ® U I c'S ❑ U ❑ S Nu I Q S caU I Q S L31.1 ❑ S ® U SOIL DESCRIPTION REPORT Horizon) Depth Dominant Color I Mot (Texture Structure C.or>SisflancelBotrtdaly Roots GPD /ft in. Munsell OIL SZ Can Co Gr. Sz. Sh. I Bed ITrwxh Boring /t 0 -9 (lOYR 3/3 I - -- I 1 I 2f -msbk - 0.5 0.6 169°° B1 9 - 26 lOYR 4/4 I - -- I sil 1 2msbk mfr Ivf BZ 26 -32 10YR 4/6 flf 5YR 4/6 1 2msbk Ground I elev. R 1 32-36 1OYR 8/3 - -- Imst --- 9 I I - -- - -- I - -- I Depth to limning taa or 2 I I Remarks: Boring # I I - -- I I I I 2vf -$ 0.5 0.6 Al 0 -8 10YR 4/3 y S1 2msbk mfr A2 8 -16 ,lOYR 5/3 - -- sl 2msbk I mfr I cw Ilvf 0.5 .0.6 B1 16- 40110YR 4/6 - -- sil 1 2msbk mfr Ls lvf 0. Ground 5YR 4/6+ elev. B2 40 -49 7.5YR 4/4 I 3 Scl 2msbk mfi - 7 as - 9 40._ h It. - -- -- --- I C ( - -- - -- --- - -- .� -- - -- R 1 49-52 lOYR 8/3 I Depth to lirtuting I � factor 40 " Remarks: Name: -assn" Print ,JAMES 0. R.KWS (715) 425 -7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 S'gnaare: Date: CST Numbr. �� 7 CSTM03988 PROPERTY -OWNER SOIL DESCRIPTION rR E P O R T Page 2 01 PARCt11.o. x I Horizon on 0epth Oo m inant Color Motnes ` Texture I Structure Roots GPolt � I I in. Munsell Ou. Sz. Cont. Cover Gr. Sz. Sh. �� Bea rmrK:n Boring # I A 0 -19 10YR 4/3 1 2msbk I mfr cw 2vf- 0.5 :0.6 - -- '•137r B1 19 -37 10YR 4/6 - -- sil 2msbk mfr l as lvf 0.5'0.6 I . B2 37 -39 7.5YR 4/4 flf 5YR 4/6 scl 3csbk mfi l aw lvf - -- - -- Ground elev. R 39 -42 10YR 8/3 - -- lmst - -- - -- - -- - - - --- - -- 9 39.3 tt. Depth to hawfing El Remarks: Bonn # g Ground elev. it Depth to li mning ta= I I I I I Remarks: Boring # ( j ! I I Ground I elev. tt. I I I Depth to limiting I factor Remarks: Bonng # I Ground elev. tt: Depth to limiting factor I R emarks: sBOal t R. PAGE 3OF3 SITE PLAN NOTES: PROVIDE MINIM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND- MU MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; S' FROM LOT LINE. J oT 47 cl � � s� a �. ❑ "l SCALE: 1 " = 40 " �,eo�v ��,o�,,�'GEv = 9 3s• 9 ,6 G ©T g8 OGDEN ENGINEERING CO. Civil sneers & Land Surveyors JAMES . FILKINS, CSTM0398 g I Eng y / 113 V'. Walnut St. River Fails, WI 54022 DATE: �f °,�� (713) 425 -7631 wiscor:pAn OeparMwnr of IndustiY. SO A N SITE EVALUATION REPORT Page L of I Labor and Human Rotations pivisron`of Satoty & 9uddngs in accord with ILHR 83.05. Wis. Adm. Cade I COUNTY Attach complete site plan on paper not less than 8 t /Z x t t inches in size. Plan mast include, but ST. CROIX not limited to vertical and honzontal reference point t % of slope, scale or PARCEL 1.0. # dimensioned, north arrow. and location; diet \n, est , \• REVIEWED 8Y DATE APPLICANT INFORMATION— PLEASE ALL ItI�rORMA r. PROPERTY OWNER: rV PERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND B 1 RU . LOT 1 14W 1/2S 19T 29 NR 19 -64w) W :S MAILING ADDRESS 9twf 0 SUED. NAME OR CSM r< 8 PROPERTY OWNER r. ST GROIX w 47 TRO VILLAG 260 COUNTY ROAD F CITY, STATE ZIP COD MO CE CITY IILAGE OWN NEAREST ROAD HUDSON W 54016 — ROY TvR�/t3t~af CeuwT pCi New CansanxUan Use (K J Residential / fit 4 [ i Addition to existing building Replacement j J Public or comnmermal desenbe Code derived daily flow 600 gpd Recommended design loading rate ©� ¢ bed. 9pdflR — ate• 9PR Absorption area required 0 bed. tt S40 trench. ft Maximum design loading rate 0• s bed, 9pd/It D -6 trench, 9Pd/ft ReWrri riended infiltration surface elevation(S) BY DESIGNER ft (as referred to site plan bervWmarlt) Addifimal design/ site considerati No 1� s ON PAC >E Parent material G °� 7 4./ vl o X.ri 7 (Rood plait elevation, if applicable N/A it S - Suitable for System CONVENTIONAL ` MOUND IN.GROUND PRESSURE AT•GAADE SYSTeA IN FILL HOLDING TANK U =unsuitable for system I as ®u I ®'s D u 1 ❑ S tKu O s Ru I ❑ s ZU I Q s ® u SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Structure GPO /ft in. Munsell ` du Sz Co Color Texture I Gr. Sz. Sh. 1 113Y Roots Bed ITrer Boring #I 0 -9 IlOYR 3/3 , - -- I 1 12f -msbk imfr law 12 0.5:0.6 16 r, B1 9 -26 10YR 4/4 - -- Isil 12msbk mfr jZW lvf 0 B2 26 -32 lOYR 4/6 flf 5YR 4/6 11 2msbk I I Ground lvf eley• R I32 -36 lOYR 8/3 - -- I lmst I ___ I ___ -- 9 42.3 ft. I I I I I Depot to limiting fat2o6rr I I I Remarks: 8onng # Al 0 - 1 1 OYR 4/3 i s l 2msbk I I 2vf -$ 0.5 I A2 8 -16 IlOYR 5/3 - -- i I s1 2msbk mfr I cw lvf 1 0.5-0.6 B1 16- 40110YR 4/6 I - -- sil 2msbk mfr Ls lvf 1 0.5 Ground 5YR 4/6+ ems. B2 40 -49 7.5YR 4/4 Ica scl 2msbk fi As lvf - -- - -- 9 40 - F, It. R 49 -52 hOYR 8/3 {{ -- Depot to limiting I ' � i Remarks: Name: --Ame Print jAL4ES D FILKINS Phww (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 54022 Sgnaare Oat.. �"f la Q7 CSTMO3988 PROPERTY -OWNER SOIL OESCRIPTION REPORT Page m ot PARCEL I.D. x I GP O /tt� Nanzon Oeptn I Oomnant Color ( Mottles I7exture I Structure I I Roots in. Munsell Uu. Sz. OOM Color Gf. Sz. Sh. Bed ' M Boring # A I 1 2msbk I mfr cw 2vf— 0.5 :0.6 0 -19 10YR 4/3 -- :.137 B1 19 -37 10YR 4/6 - -- sil 2msbk mfr as I lvf 0.5'0.6 B2 37 -39 7.5YR 4/4 flf 5YR 4/6 scl 3csbk mfi aw lvf - -- Ground a*. R 39 -42 lOYR 8/3 - -- lmst 93 ft 0epttt to limt6ng t� I Remarks: Bonng # ^6 Ground el@v. ft. Oepin to limiting factor I Remarks: Boring # L y Ground elev. I i tt. I I I Oeptn to timmng I i factor Remarks: Baring # ` Ground elev. ft Oepth to timrong factor I Remarks: SBO- B�f�(ii.o610� PAGE 3 OF 3 SITE PLAN NOTES: PROVIDE MINIMUM OF 1 SAND BETWEEN BOTT OM OF BED AND EXISTING GROUND. � FROM LOT LINE. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50 ' FROM WELL; 5 FR DoT 47 /6 9 p SZ \ S < D Q SCALE: 1 " 4C GDT ¢� G aTg OGDEN ENGINEERING CO. Civil Engineers & Land Surveyors C En i JAMES D. L KINS CSTM03868 S Y L 7 715 425 -7631 113 Y� . Waln S. WI 54022 DATE F45M KLEiJICKI / compete Inc. PHONE NO. : 715 336 9227 Feb. 16 1999 12:03PM P2 FR1 11'46 K : :Oi'�`1' :y H P1�� - riX N0, 1�5t� :;i'3iq F'. 01 ST CR OIX COUI I'V SEPTIC TANK MACNCIrNANCA AGR>;EMEN I" AND OWNERSHIP CERTIFICATION FORM Gtwner/Buycr c-o . t4j?--So�J e kWg6 -k 1, -Al6c Mai:ing Add ress t ? l C�Uf. U(�W fir tP�.i•lc ► � � �� Propeny Address (VeriCeation required from !'laming Department for ne construction),,,,,_ City(5ta O I — VO' � f 1,tj 1 Parcd Iden iPication Nvn*or (,� /a AS - 70 _ I.F`.CAL rik;5C1LtIP��t Property Location c -- - ' /,. Se , T 14 h -RI W, Town of Subdivision 74P!4_�N)e-:&LE_ �1"C=a _ _ Lot # 47 Certified Survey Map # , Volume _ Pa;c # L/ D Warranty Deed # __.1 -0__� Volume "' Page A t 3 Spec hoaso Q yos %no Lot lines identiilabie k yes 0 no ,JYSTBH MAINTl N `S Im proper use 4ud wintetsaarm otyour septic system couldrewit in its premature failuru to haudle wastes. Proper runt :tteisance cow SM Of putrT4 out the septic lank avosy dose years or soonsr, if needed by a licensed pwszper. Wl iat you put hire the system eau affect the fsmctioa of the s eptic tank as a trea tra,eat stage is the waste disposal system. The property owner agrees we submit to St. Croix ,'Cooing Departmect a oorti£ica Gen font4 sig;;cd by the owuer and by a mastarpI=nhor, jozzeyn zi plambee, restrictedplumberora iiaettsedpsmpervcTifying that the on -site waitewatcrdist�osalsystem is iu proper opatating condition asuVui (2) after inspection aad pumping (if necessary), the septic Lark is lass than 113 Cull of sludge, Itwe, Elie uadcrOgued have rend the obovc rcgWr+esnents and agree to juaintain tke private eewasc disposal system with ate stas►dards set fortis. hereirt, &I set by Elva Deparlu=t A, Commerce, and the Departtneas of Natural Rtwwcos, State of Wis:ousia. Certification stVir,g that your septic system 1420 bCrn ntait;taiuod must be completed and rclumcd to Cie 3t. Croix Comity Zoning Office within 30 dn;n 0 the three Ve' exnira�t data � '� l7 — $If3!�ATUI{J» 0 ;LICAtN DATE O 'WNKR CE RTIF'IC,:ATION E (we) certify that ail statem -eras oil tills form arc true to rite best or my (our) knowledge. 1 (we) am (are) tlw owners) of tl:c pro y descril;ed aLov , by via ,Ae of s , warranty deed recorded in Register of beads Office. fe SIGNATUM OF APPLICANT 004#00 Any infonuallon tlsat is ibis- tepresentedmay result la the sanitarypenmit bcia& revoked by the Zonutr ')cparl:trettt. 0• #sf• '• Lach ide Wilk this application: a stamped warranty deed froai ilia Registss of Deeds ofrse a copy o f ilia certified survey ntap if reference is mAde it Elie warranty deed FEB- 3 -99 WED 7.21 KOOTENIA HOMES FAX NO. 16517312314 P.02 .02/02/98 TIM 19 FAX W pp= s$sss� VIL *.356 PA4 403 • Q SWE BALI m WISccros fonm 2 - -19911 DOCUM NO WARRANTY PEE QVf1 p)EitpQrl� C�dC' b rraC� ;:+ t�tiiinesata Cot ors orr" GFORT —or �q - Y 4L eonvel+s and warrant to , ,.....�.,.. =. 1'. C RQI 40. Ylll• hoeba�xd uiao'n, ,Tr. an d Ar4ela M Tact sson, $ P 1 l 1110 Tdlowinp dovedbed real eslatel in Cc r0 x � Ily slats or w heani1n., RETIIItrd TO —' Lot 47. of the Plat o Troy ViLi in ha Town of Charles E.O, lArcon, Jr. 'troy, St. Croix County. Wisconsin. I - .1717 Go2f4iew C ircle , SubJecb to Vaclarations of Covenants, (�vnditiona Hudson, WI 54015 and Restrictions for Troy Villneo r ecorded in Vol• 1241, Page 256, as Dw. No. 559964, and j2lf , 7 0 the Deciaration or Goir Course Govenan B. Pcn:el IdangOraUan NwAw (PIN): Conditions and Ra meumLe, recorded is l 1241, Pegs 301, as Dot:. No. 559969, all ae appearing in, tine office of the ' Regist:e>r of rids for St,� Croix ---- - - - - -- C=Ity, Wilscon sin and such odour easements, uesemitionsi restrictions and reserva' ions of record. or,.in use, end abligations Iron mind in- the; P"chase Agreement . >t or this lot . TR3 qE rim i s not Itolllnstredhroprtrt>G Ps) tt �p 9wepllat to Waaanlba: 0449 this ,mid_ dty o1 (WIA4 • A0j M. took ; ice Pr . -. Troy ARvelopment.Copporation., ., i., PEAL) AUTHENTICATION ACKNOWL90amt NW+�I� $TAIE tw I ......_� CouJ �• mulha:lleated this day of .iai Perama1y acme below ma mi . 2 dry of - ���Cc�ok V s t• T ray gym .lOnmPrlt f!nrr+nrsx�i IVJJ O\ Gti» s 3a0 r csz t /'ti �' " ,;' !s 091" + 'IS OqLts L - :31VJS ,� � ' Z� �P �G�` � l �a� "� °• '� y p Uxm s Umod wava oL) � a '(1 ti G / ' � �j '� ^► 3 .9 N ID � /', / , M .00 00.92 N 07 COP �' YltfJY Si110 ► ' is t ,� �i G � 'h S3�Ev LA 41b I LE 1 AAA , •/ i 90104 �ym � ��1 ° , � M " = �L'Z • � !S L9lLS t � •� - �p 0p ' 0 p�v N IZ u 6Z s3aav czo•1 M .az o ea N 9 C. SAM "CA S3a'Jv SZZ't �^ Z, Its c M » 'Sl ,' j'oy t� t or6fSfS c 6 S 'IISYSL911'' I)'. n "•. 1 "� Q b S ' 2 N s3aa 1001 ilno c " !s Z Yt N =i s 3 00 / s f Y a S '. fs 9f0'1 !S 10 3. 1t Is3d3w O0Ot'44 •!S 09Sf1 s3wv oof't 00 3 »OO�Y9t t u. • LL 1 C , ds 6199S I ' ' 3 �_ � � 46 L Z , N / t s3v3v rt s S l6Z'l j ' , !1 t� 3`• `` � t /rte ' !s lot " a ! 3 c� �••�•` 00.00, � i—�4�_ yt• �,' ,' � � � "�r o s9 tt t • �: fs tts t t ILA .9 uno + ' ;3:qr LLS - ► �� Y90 -tt ` !� �Q�' • � ' j �v / C W = ! 99 !$ 9ff9 p+� t V 0 = 8 t� 901.1'+ ^ S3LOY 1. 19 z �A g� $ 6sz9�' '!S 4tfoL ^ ! r »60.Z .S9 S w c o`er` 6 � •9 =fit 1; v -� �Op �'� / � o1. 01. y9 U ° MOY Zf9'1 S k lln '!S ftSlL LLO SAW fft•t 6 t is�f.f6► "�.r N S cm v ' S3d3v 99x1 (10161510 l.VM63nR! 1.9Z99 Z x1060 'is 63MO1) • S383Y fzZ'l MOU 'NSZi 1 #0z NU '!S WIN n 035 JO */I 3N tt7 a 3H1 30 */I MS M OZ .9t.69 N rr _ .1.0'91.£ •OZ .9f'SBZ -- -- ---------- °, 3 »OZ .91.69 S 3 -OZ ,9t.69 S t ? l �ti4 bti O91'1 $ UtOy 900`6 �'g LSZI 3JVd ffz9oz N is 901601 9� $ �031no r. _S►rs3 l t t 101 I t ocs .90'£16 3 »91 .LZ.69 N 9z fSf 3 ..1.l .61.f9 S + II SOW 0311V1dNf1 t €e4e�G' 0�d'c8tt - 33vd �� I 100 ' Vrs - 'S OF 101 !O 1$Vd N01103S JO 't /l 3S 3H1 30 tr/ MS 3H1 ' 3S 3H� 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386 -4680 St. Croix County Fax: (715) 386-4686 Zoning Department Fcix To: Roger Bever From: Rod Eslinger Fax: 386 -7664 Date: September 8, 1999 Phone: 386 -7772 Pages: 2 Re: Septic Report - Larson CC: ❑ Urgent x For Review ❑ Please Comment ❑ Please RePly ❑ Please Recycle *Comments: ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER r r x x a n loan 1101 Carmichael Road rr� Hudson, WI 54016 -7710 715 386 -4680 September 8, 1999 Rivervalley Abstract & Title Inc. Attn: Roger Bever 206 2 nd Street Hudson, WI 54016 RE: Septic Inspection for Charles and Angela Larson located at 271 Turnberry Court, Troy Village Lot 47, Town of Troy, St. Croix County, Wisconsin Dear Mr. Bever: A septic inspection of the above referenced property was conducted on August 3, 1999. This property is located in the SE'/ of the NE' /4 of Section 24, T28N -R20W, Troy Village Lot 47, Town of Troy, St. Croix County, Wisconsin. At the time of the inspection, this septic system was found to be code compliant for a five (5) bedroom home. If you have any questions regarding this, please contact our office at (715) 386 -4680. Si erely, R d Eslinger Zoning Specialist Ism i I