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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County - Safety and Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitarx Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 370355 Permit Holder's Name: ❑ City ❑ Village zi 5-riot State Plan ID No.: Mike Rygh Homes Troy Township CST BM Elev.: ( Insp. BM Elev.: BM Description: y , Parcel Tax N^ Ip . a (30 • El , , rte 04# <:917 6 VA 040- 1244 -30 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic SE�Q- Benchmark �- M.411 Dosing Alt. BM .--�j �,t,s2 t&ver Aeration Bldg. Sewer 4-1 r Holdin St/ Ht Inlet 8• ft TANK SETBACK INFORMATION St% Ht Outlet , C) TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic p 1 )p $p r -- NA Dt Bottom Dosing NA Header / Man. 9 •-Z or , Aeration A Dist. Pipe II - c Q3." Holding Bot. System 12.ZS' Ct2- ` PUMP / SIPHON INFORMATION Final Grade .33 9$. 1 f( 2 Man cturer nd St cover • 38 M . l Model Num r GPM TDH Lift ion System TDH Forcema' Length Dia. Fi etl SOIL ABSORPTION SYSTEM BED RENC Width i Length N Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIME I 3 rt - DIMEN I N LEACHING Man fact er: SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM :I ,, - - er- INFORMATION Type O �" r 2 S r r CH UNIT R Moe Number: System: CAI&V. —S Orr DISTRIBUTION SYSTEM Header / Manifold it Distributio - e(s) Hole Size x Hole Spacing Vent To Air Intake `�� n ' C yt\ Length 3 Dia. ength Dia. Spacing �\J 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 ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 6i /1Z /OI Inspection #2: —4-4-- Location: 271 St. Andrews Drive, Hudson, WI 54016 (SE 1/4 NW 1/4 19 T28N R19W) - 1928191245 Troy Village -Lot 3 1.) Alt BM Description= `r. 2.) Bldg sewer length =.. L T - D << - amount of cover= nn " 18 So-( Qoer 3 ) -& � --C- k -fob 64D. .4 N6r - Plan revision required? ❑ Yes IM No }IS26 Use other side for additional information. kh Z WA SBD -6710 (IFLV97) Date Inspector's Signature Cert. No. 1 52 y 9 C) 2 9 - 9: 2 V `5� - Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 14scons Personal information you provide may be used for secondary purposes Madison. WI 53707 - 730' Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if r state owne< Attach complete plans (to the county copy only) for the system. on paper not less than 8 -1/2 x 1 1 inches in size County State Sanitary Permit Number Cl Chec revious application State Plan 1. D. Num r f Q-o1X 3 12 1 - 10 I. Application Information - Please Print all Information Location: Property Owner Name J CProoppe'rty Location / c, �1L �Y`Li Jai 1/4 /��CtX /4. S�q' T ?{�N. R/% W' Property Owner's MadingAddress Lot Number Block Number 7 S g� S t City, State Zip Code / �- Phon Subdivision Name or CSM Number 2UrtiINCaUrTICc �G>- 1 II Type of Building: (check one) i ` ❑ C V illage /8: I or 2 Family Dwelling - No. of Bedrooms: S, .as $ �S Tow of ❑ Public/Commercial (describe use): / ❑ State -owned b III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road A) 1. 5rNew System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s)) System Tank Only Existing System (fj ' ��7 � d B) Permit Number B ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) X Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treat me t Unit ❑ Recirculating O er: 'pvtc.� OAP!( V Dis ersalPfreatment Area Information: 1. Design Flow (gpd) 2. Disper lAre 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Require 3 Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation �7 _ f VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ �— < ts�r— ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume res onsibilit fcr installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Si ature (no s MP/MPRS No. Business Phone Number lumber's Address (Street, City, State, Zip Code) VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Sur karge Fee) < Determination .2 Jo - 2S ?J�bt) 1JUtJ1n IX. Conditions of Approval /Reasons for Disapproval: T� p SAS ( ms s -+ "N' 0 8 33.3- 2 X 33 3 Stdo�.s; °S q l ..� S)3D -6398 (R. 07/00) Std th�R( ' Safety and Buildings Division 13 East Spruce Street Chippewa Falls, Wl 547 www. scons i n ' us coinmerce.st ate. wi. us DeRartmerrt of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October 18, 2000 HOLLISTER SOIL TESTING W9875 - 690TH AVE RIVER FALLS, WI 54022 SITE: ST CROIX COUNTY, TOWN OF TROY Identification Numbers SE 1/4, NW 1/4, S19, T28N, R19W Transaction No.: 20751 -901 TROY VILLAGE - LOT 3 Please refer to both identification numbers, above, in all correspondence FOR: MOUND RESTRICTION WAIVER with the agency. The submittal described above has been reviewed and appears to be in conformance with Comm 83 Wisconsin Administrative Code. The submitting party has supplied adequate information that confirms the above referenced lot is acceptable for development using an in- ground Private Onsite Wastewater Treatment System ( POWTS). Therefore, the department has no objection to the development of the property provided that the following conditions are met. 1. The release and waiver of this mound restriction shall be incorporated into a correction instrument under s. 236.295, Wis. Stats. In addition, a reference to or copy of this letter shall also be recorded with the deed. This should eliminate future questions regarding the restriction on the recorded final plat and the use of the POWTS. 2. This lot has acceptable soil absorption system areas identified, and as such no development shall occur in these areas and adjacent development shall meet appropriate setbacks so as not to jeopardize POWTS installation. 3. It should be noted that the replacement contingency if the in- ground system fails may be a mound system in the area of soil borings 2, 3, 5, and 6. 4. The recommended system elevation for the in- ground system is between 92.5 and 93.0 feet as referenced to the CST's benchmark. This certification does not include specific review of the POWTS design. All applicable criteria, as contained in Comm 81 -85, Wis. Adm. Code (effective 7/1/00), must be met prior to issuance of a sanitary permit for a POWTS at this site. In addition, all permits required by the state or the local municipality shall be obtained prior to commencement of construction, installation or operation of a POWTS. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 10/05/00 FEE REQUIRED $ 80.00 reG. ansky, stewat pecialist FEE RECEIVED $ 80.00 Field Operations Bureau BALANCE DUE $ 0.00 (715)726 -2544 Voice (715)726 -2549 Fax Ijansky @commerce.state.wi.us cc: DOA Plat Review From: Todd Featherstone To: ATT: KEVIN Date: 10/23/2000 Time: 8:28:34 PM Page 1 of 1 r I , 1 I { 1 { I � - - -- -- - - -. �.. :._ ,__ ..�_ _. �_. � . a. - -- � _ � - -.�.._ ter^ - -► - -- _(._. _ _. �. _ f I I I I f I , I. �. ' f I i i i _- - say " I I : ' I i• ,6 I ' I I i i ,-h � .�GP o-F pad a.� �ar>I~ c� �cc� Br� •��� I r i J- i � of Wisconsin Department of Commerce SOIL EVALUATION R� Ol Pl age Z Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County C 420 K Attach complete site plan on paper not less than 81/2 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. 64 -30-0 Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). W_ Property Owner Property Location O MtKS R16tt ttOA`r --5, - Z - � 6cvttot- IJE 1/4 SFI /4 S \1 T ?-'F N R Property Owners Mailing Address Lot # Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village ($Town Nearest Road CotTP4-,IG� QM New Construction Use: Residential / Number of bedrooms Code derived design flow rate 6 0 D G? ❑ Replacement ❑ Public or commercial - Describe: i Parent material btt [ WA S4+ Flood Plain elevation if applicable l� �. • General comments and recommendations: (�NVE1J"11ONA I- 'T2�C1� ES u.S1NCD IBM VE � IE37 1\f\0WJ0 R.EA.AcE/��T Boring a Boring # , g $ 8 Depth to limiting factor ' in. W Pit Ground surface elev. g � Soil piigtion Pa� .: ; Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 1 O3 1a �21Z 1 -�r C6 ps 3 `6 -1 0 z 4 toNeli -- s1 i ag - r' 3r 33- 10 \4 X311 l jr abl< CL11 rw 5's . 416-63 -3 14 — I5 m LZ O J7 .. 12 l04 y — fQ F-1 Boring # Boring 0 pit Ground surface elev. ft. pepth to limiting factor in. Soil Appftcafion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Z 1S 1 S c-o E N� AL1 �+ 1N i EtHirent#'K =BOIY -3a mglL and- TSS: >30 _< 15O mglL ' Ef km t#2= BOD <31 rtgA1. n T55���+'�� _ iSTNams ;.; U , ata:EvaluetimCondtmdx or �` •, _ �� i ;`.+rte•) � � p:: . E d 9rx l.,.' a _ r PLOT PLAN pA Pt;OpE�tY OWNED: f^►�F siv � k rto�ES sic. LEGENr7: / .� �1d , _._. LEGAL PE kIPI N: LOT 3 - TRH E 13Mffi - toe oK 1 "i,ewu V; if ;�: -- W T ST. C"N bF r L 130ON6i W/ 6ACM NO COMM 83 5ETt3ACK MOM V5 f-touSE Tb $S 725 X 'co $'E 7 NO 5Ep11 C 012 W F-_ LL- 0"'J J 185 U. II 0 i� 4 a ggy'r� (31 1a-r y � �n �►2.� -� ee �o2s6' 5{1a LOCA110N: s t z� L Wisconsin Department of Commerce SOIL EVALUATION REPORT Page k of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County S C_ ISO N I Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 04 0 -1 Zy y - )- O 00 Please print all information. Reviewed by Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). — S— Property Owner Property Location M 1KE GOvt-L - M 1/4 1/4 S 19 T Z$ N R Z0 ) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 7.9- W OVE, '" .nI.�G`1 3 - I II P-104 vl t_1-4v'k- City State Zip Code Phone Number El city El Village j!dTOWn Nearest Road ('Cst`tpr_;�_E &pOVtj AAAJ LSD 1) - 7z - I V p•Oy �; A1��.) F 5 �RK� JY� ( New Construction Use: IR Residential I Number of bedrooms 1 4 Code d d &6 flow a 1 4 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material O U. i UJ ftSF4 od PI ' ti�iFaBpli � General comments " `d GE "-D and recommendations: Cor >�Er�ti ) fir? crl 2000 - �� ST CROIX Boring `o ZONINGUFFICE ❑ Boring # pI lel Pit Ground surface ell V. _ C (9 , ft. Dept to li factor � 2 i i lication Rate Horizon Depth Dominant Color Redox Description Tex ure tructure Consistence Boun GPD /fF In. Munsell Qu. Sz. Cont. Color r. Sz. Sh. 'Eff#1 'Eff#2 1 0 10 \1 1� — m r m `)- c 5 - O. z (� -13 p•l I I ^ sb r- cab v y D.b �`I rt)`rk'rl�vIK.�� S 0.Z 0.3 , -I ZIP - 3h 0 vfw -' - m 4y J - 35 -5' IO ( I S r`. 1 - lo•irz a Boring # Boring _ pi( Ground surface elev. _� ��i ft. Depth to limiting factor = 7 1 I J in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell I Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I 0- ") 10 )/ '' - !S r �s" Ynl s 1), l .Z IrnsbK r s _ ,� 3 ?1 If)`!Y % ''�'I 10 r i S Pal JI' 0.bK rrn� - or2- f rn6bK vy J - -z- S ;� - �� 1 0 • r I � — r �� to Q.- 0.9 rn ).b 1� L f i�lelz I t- Fir S -1or'Z onf 5 0C fLEI or Ic ^ 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) Signa CST Number Zzy837- Address Date Evaluation Conducted Telephone Number UU99 75 (,QO-' p g L- 'RWeV FAcL5 WI l-li022 01- / � 5 ) �I 71v -I -T1 Property Owner /Y11K 6 G N { - 1 yM ; L"C . Parcel ID # OLD I Z4 ( 4 — jr Page Z of F- Boring # ❑ Boring 3 1 Pit Ground surface elev. _ C 1I 10 ft. Depth to limiting factor > I ZO in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD/ft`Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. O. I.Z 3 )3 - to vrt'� `" IS I �c�b � a� D, 1•Z 5 nY 1 - 7 . a ` +? � �. 511 Z t-n Kb K L5 .._.. 5 - I O_') (� W — 4 Z_ to y ci-L)' -7 D _I t7 1.to Z F 1 0 El Boring Pit Ground surface elev. ( 'IG. O in. Boring # Z_ ft. Depth to limiting 1 17 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E�GPD/ffEff#2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 5 la `I e 3 m r Z 5 -13 l(vir?' I — I sbl 3 13 -Z3 to `lie_' -1� — 5 i1 ab rrt(r 0.b r3 , S O rr t� O,z p.3 a r 51 � -� .� ca1�k )t�� Y" 4.J � .5 •� F] Boring � \ S in. 5 Boring # Ground surface elev. 97. 1 8 ft. Depth to limiting factor �_ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPDlfg E in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, D. - 2 _I Ip -z� I S Csb r s 0,'1 I.z r 3 1y -22 O`W- zIZ rib c10 i O.Z V.3 RZ u 2z - 3 k) 7,5 a'i I stl 1 ry, 3bJ mfr a�•J 0 2 ©. S 3y -`i3 t�Vrz3 1(1 rrv,F 3 -53 10`Ir' {�i IS -5` VIA W Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA- ` Effluent #2 = BOD < 30 mg/L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6 /00) Property Owner MIKE F<yr }\ }�yf ; g► 1 �. , Parcel ID # ay 0 " 1 �V� \ - 3tJ — OO U Page of _ Boring # ❑ Boring 21 q� S Z ft. Depth to limiting factor 7 in. Soil A lication Rate pit Ground surface elev. _ 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 p -(o lov — 1 3 -rn r Vfr Cs r- O.S 0.Z z -zs �, 7 _ I I ��I rri a 0. t4 0. & 3 LS - I r � 3lr S Z - f - ", t I YY \'`Y� C (' .� 1 35- y �� I r ,- S rn 5b M �!'� r R VJ �� I Z 4"1 -I1Z o l� ��8 Cs �r `� 1 r �.Z ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 Boring ❑ Boring # pit Ground surface elev. _ ft. Depth to limiting factor in. ❑ Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff #2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 mg /L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6 /00) P�Of PLAN K VPFk1Y OWW: /1(111 <x P `I sH Moen zn ►c. I �G�Nt7: / �� = �/0 I.F6& [2E5CplP ON r 3 lf., Wj PM= *► t -TOP of a�� o�J PAP E - m l C-E- 0 wA3 boy -A 5 rc. ' cp,p C t ` l z-- - to P o F R4 bF CLECT 00 X P F 1 �rE y S =5OL PRING W/ PPCKHO� NO COMM 65 % T3ACK PPOLUM5 F you T o B� 7 zs' I C'_.> 1 , SO' NIJ SEP f %c- o e, c 1, P— bN LAZ IL) �a �F57 c) ELq I Y> 64 N �ge o7- 0 v tl6e N X1-98, ►u' 51 W 0 CA N; so k eat v IL std 51GNE12 C51 af, d S M03707 PAT: q -1 -00 ST. CROIX COUNTY s p� WISCONSIN ZONING OFFICE ■ x ■ -- M�r�i ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 Fax (715) 386 -4686 October 2, 2000 Wisconsin Department of Commerce Plat Review ATTN: Leroy Jansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 3 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil report for lot 3 in Troy Village Subdivision, filed by Mary Jo Hollister, CSTM 4224832, and have conducted an on -site soil verification of lot 3. My findings have verified that the soil conditions as reported by Ms. Hollister are accurately described. Ms. Hollister provided an additional soil boring per my request to verify the soil conditions. I'm satisfied that the addition boring meets the code requirements. The soils at this site are suitable for subsurface sewage disposal with a loading rates of 0.7GPD /ft If you have any questions regarding this issue, please contact me at 715.386.4680. Sincerely, Kevin Grabau Zoning Technician cc: Mary Jo Hollister file V I k(-C OIL��, 4l S �� - qG _ max ST. CROIX COUNTY WISCONSIN ZONING OFFICE i.•ti NINNNMono -- ■�• ■� ST. CROIX COUNTY GOVERNMENT CENTER ---- 1101 Carmichael Road �'" -- -- Hudson, WI 54016 -7710 ctober 2, 2000 (715) 386 -4680 Fax (715) 386 -4686 Wisconsin Department of Commerce Plat Review ATTN: Leroy Jansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 3 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil report for lot 3 in Troy Village Subdivision, filed by Mary Jo Hollister, CSTM #224832, and have conducted an on -site soil verification of lot 3. My findings have verified that the soil conditions as reported by Ms. Hollister are accurately described. Ms. Hollister provided an additional soil boring per m request to verify the soil conditions. I'm satisfied that the addition boring meets the code requirements. The soils at this site are suitable for subsurface sewage disposal with a loading rates of 0.7GPD /ft If you have any questions regarding this issue, please contact me at 715.386.4680. Sincerely, Kevin Grabau Zoning Technician cc: Mary Jo Hollister file 'Wiy:onsm Oapartrr+nni of Industry. SOIL ANO SITE EVALUATI ON REPORT Page I of 3 Layer and 14, Paauons OMsjon of Sat s Btak*ngs in accord with IL.HR 83.05. Wis. Adm. Code COUNTY iAttach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and honzontal reference point (BM), d' % of slope, scale or PARCEL I.O. dimensioned. north arrow, and location and distance n akN 0 APPLICANT INFORMATION— PLEASE PRI IN ' F4RMA (f REVIEWED BY DATE PROPERTY OWNER: �► P ERTy LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND B EMMELE LOT 114W 1/2S 19T 29 NR 19 - 640 W PROPERTY OWNEIT:S MAILING ADDRESS —' SU80. NAME OR CSM x 260 COUNTY ROAD F RT CROIX 1 7 , 71 1 TROY VILLAGE CITY, STATE ZIP CODE NUM86iBINTY ILLAGE OWN NEAREST ROAD HUDSON W 540 16 � ,IE 7, ) ICE 1 lr - jo-mo5 07- pQ New Consfnxion Use [K 1 Residential / Nu d o V Addition to existing building l 1 Replacement I Public or commerdal des Code derived da* flow 600 gpd Recommended design loading rate ed, gWtt trench. gpwft2 Absorption area required — 4�jP bed. ft 5 0�0 trench, ft Mammum design loading rate D, s bed. gpd/tt trench, gpdfft Recommended infiltration surface elevations) BY DESIGNER ft (as referred to site plan benchmark) Additional design / Site consider 'orts eE Iv TES Off/ Parent material �� 7�LL D(/T6u Sy Flood plain elevation, if applicable N/A ft S a Suitable for System CONVENTIONAL MOUNO IN -GWUNO PRESSURE AT- 43RI10E SYSTEM IN FILL f WING TANK U- Unsuitable for system 1 0 S VU (f S O U 0 S Gr 1❑ S RU ❑ S ISU Q S M SOIL DESCRIPTION REPORT Boring# Horizon` cam Dominant Color I Mottles I I Structure I 4 GPO /ti in. Munsell au, Sz. cam Texture Structure Sz. Sh_ 1 � � I Roots Bed 1T :» Al 0 -12 10YR 4/2 - -- sl 2csbk mfr aw 2vf—I 0.51 0.6 A2 12 -21 10YR 2/2 - -- 1 2msbk mfr gw 2vf—f 0.5 0.6 Ground B1 21 -39 10YR 4/4 - -- lfs lcsbk mvfr cw 2vf 0.5I 0.6 8 tt B2 39 -47 10YR 4/6 - -- sil 3mabk mfi cw 2vf 0.5 0.6 Depth to B3 47 -59 10YR 5/6 m3p 5YR 5/8 is lcsbk mvfr ci lvf - -- - -- umtor B4 59 -72 .5Y 7/6 c3 10YR 7 2 factor I B4 5YR 5 8 sit 2mabk mfi - -- lvf - -- - -- 47" Remarks: Boring # A —18 110YR 4/2 - -- 11 12 msbk mfr cw 2vf 1 0.5 : 0.6 414< BI 18 -28 OYR 5/4 - -- 1 I2msbk mfr gw 2vf 0.5 0.6 B21 8 -44 LOYR 5/6 - -- sil 3mabk mfi cw of 0.5 0.6 Ground 10YR 7/2 eiev, B22 4 -52 LOYR 5/6 (c3p sil 3mabk mf77W o Depth to f - -- - -- 9 ft. C 2 -72 OYR 6/6 i - -- is lcsbk mvfr 1 - -- �vf - -- limiting 1 factor 1 1 44 Remarks: CST Nanc—AmePrint JAMES 0. FILKM Pone (715) 425 -7631 Addresic OGOEN eCAM EKING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 Signa0ln: 7 LP 0ais: �/� °/9' 7 CST Nu~. cSTMa3988 PRaPE'=,1YowNEA SOIL OESCRIPTION REPORT Page _Lot 3 PARaL I.D. s Oepttt Oominant Color fvl is Texture Structure or�� GPOitt4 Horizon b Cwnce Bour= RooL� T Boring # A 0 -18 10YR 3/2 - -- L Zcsbk � fr Cv 2vf 0.5:A.16 ':. 85 - -- 81 18 -28 10YR 4/4 sl 2m —csbk mfr gw lvf— 0.5;L-0.6 B2 28 -35 10YR 4/4 - -- gsicl 3msbk mfi gi lvf— 0.4 0.5 Ground elev. B3 1 35-47 1 2.5Y 6/6 m3p 5YR 5/8 sicl l lcsbk mfi cw lvf - -- - -- 907,Qtt. C 47 -72 � 10YR 6/4 - -- gls Osg ml i l v f - - -, - -- o epm to limiting Remarks: Boring # )C `% Ground elev. ft. NO to limning factor RemarKs: Boring Ground I I > > elev. ft 0epttt to ` fronting I factor Remarks: Boring # L3 Grouch also. ft 0"M to lirnting factor Remarks: S8D4W=R.06mDZIt � A PAGE 3OF3 SITE PLAN NOTES: PROVIDE MINIMUM OF L' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. 0 � 3 3 Lo T � DoT z C4 Z � o ti a W ¢�¢ u 0 1 � e zss � a SCALE: 1 " = 40' LoT ¢ Bf�/Ch'��f ToP O� � OGDEN ENGINEERING CO. JAMS LKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls. Wl 54022 DATE: ¢( � F7 (715; 425 -7631 1�tr8/2000 18:32 715 - 726 -2549 S &B CHIPPEWA FALLS PAGE 01 Safety and Buildings Division 13 East Spruce street Chippewa Falls, WI 54729 Www.Canvr►Frce.StAtd.wi.us DepartmenT of Comm erce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October 18, 2000 HOLLISTER SOIL TESTING W9$75 - 690TH AVE RIVER FALLS, WI 54022 SITE: ST CROIX COUNTY, TOWN OF TROY Identification Numbers SE 1/4, NW 1/4, S19, T28N, R19W Transaction No.: 20751.901 Please refer to both identification {� numbers, above, in all correspondence FOR: MOUND RESTRICTION WAIVER with the ag The submittal described above has been reviewed and appears to be in conformance with Comm 83 Wisconsin Administrative Code. The submitting party has supplied adequate information that confirms the above referenced lot is acceptable for development using an In- ground Private Onsite Wastewater Treatment System ( POWTS). Therefore, the department.has no objection to the development of the property provided that the following conditions are met. 1. The release and waiver of this mound restriction shall be incorporated into a correction instrument under s. 235.295, Wis. Stats. In addition, a reference to or copy of this letter shall also be recorded with the deed. This should eliminate future questions regarding the restriction on the recorded final plat and the use of the POWTS. 2. This lot has acceptable soil absorption system areas identified, and as such no development shall occur in these areas and adjacent development shall meet appropriate setbacks so as not to jeopardize POWTS installation. 3. It should be noted that the replacement contingency if the in- ground system fails may be a mound system in the area of soil borings 2, 3, 5, and 6. 4. The recommended system elevation for the in- ground system is between 92.5 and 93.0 feet as referenced to the CST's benchmark. This certification does not include speck review of the POWTS design. All applicable criteria, as contained in Comm 81-85, Wis. Adm. Code (effective 711/00), must be met prior to issuance of a sanitary permit for a POWTS at this site. In addition, all permits required by the state or the local municipality shall be obtained prior to commencement of construction, installation or operation of a POWTS. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 10/05/00 FEE REQUIRED $ 80.00 rovy s tewat pecialist FEE RECEIVED $ 80.00 Field Operations Bureau BALANCE DUE $ 0.00 (715)726 -2544 Voice (715)726 -2549 Fax IjanskyCcommerce.state.wi.us cc: DOA Plat Review St, Croix County Zoning i .r Safety and Buildings Division ' 13 East Spruce Street Chippewa Falls, WI 54729 Vi wwvv.commerce. state. wi.us Depa rtmem: of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary OCTOBER 9, 2000 HOLLISTER'S SOIL TESTING W9875 690TH AVE RIVER FALLS, WI 54022 `r SITE: ST. CROIX COUNTY, TOWN OF TROY dQntification Numbers NE 1/4, SE 1/4, S24, T28N, R20W ^' Trans tion No.: 20751 -901 TROY VILLAGE - LOT 3 ., r L .. lease re r to both identification numb s, abo e, in all correspondence FOR: MOUND RESTRICTION WAIVER , "' REQUEST FOR ADDITIONAL INFORMA O1W �ts4 wit the agency. I have completed a review of the information subm)tte¢'�y Holli c it estin and at this time certify that it meets the standards of Comm 83, Wis,Actr .Code for a b ade system. Comm 83.03 (3), Wis. Adm. Code states that the depart iR er a restriction or prohibition placed on a lot prior to July 1, 2000, waived if the Private Onsite Wastewater Treatment System (POWTS) proposed for the lot complies with chapter Comm 83. The following information must be submitted to substantiate compliance with Comm 83: 1. A soil and site evaluation report or onsite system design that accounts for the presence of redoximorphic features in the soil profile. Comm 85.30(3)(a)2, sets specifications for an exemption that is not met by the data submitted. Note that a sandy loam texture is not considered a coarse textured soil that may be used as part of the 2 -foot rule exemption. 2. A report filed under Comm 85.60 would be needed to overrule the use of redoximorphic features as indicators of seasonal soil saturation that would adversely affect the proper operation of a soil dispersal system at this site. Please submit any additional information within 15 business days to allow the review of this project to continue. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, 1i DATE RECEIVED 10105/00 FEE REQUIRED $ 80.00 I royy G. ansky, Wastewater ecialist FEE RECEIVED $ 80.00 Field Operations Bureau BALANCE DUE $ 0.00 (715)726 -2544 Voice (715)726 -2549 Fax Ijansky @commerce.state.wi.us cc: DOA Plat Review St. Croix County Zoning SITE PLAN i \ f 12 2 2000 ry i S s� Nix 7e, Z 4 e V � z C7 , 3 4-- Ot f3 SCALE: a 40' g� 1• 1 1 1 f t. v 0 F i "-t CJ i J -� i 1 i i i 1 i { ��. t I SEP -13 -2000 18:14 P•02 9 AC 1.1 7f AC 1.2 y n 1 AC VAhI' f 1 1.008 AC Q10' +r co ` N 1.011 AC'1• tK 1.003 AC 5 op •;1.018 AC �aUs M T TOTAL P.02 V O� to oo V a� g 0 N N y N N N N •N •N •N J V Z N V N S I v \j .N cZo Ln V) z cZo Cn n fro - 1 ' N N N Vf N V1 V1 Ln vi s J \ v w C o a, io w 00 0o o w n V � � N 0 0 a o o CD a ID 3 c� .k Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 3S Number of Bedrooms Design Flow - Peak (gpd) 7S'O Estimated Flow - Average (gpd) — Septic Tank Capacity (gal) 5� w • Soil Absorption Component Size (ft') g33 A+"- ;4e�' Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) SZO '► Q s Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 1 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the r, Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 I �unl. 1000 f edtIWIsWne IU. o ILLL � � UAG. ue, /L:: /LUUU Ilme, 0,414;;L NM Page 1 ul 1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwncrBuyer Mailing Address PA) Property Address 7 S4, (Verification required from PJanoiag DWarmum for now eomitruotioa) City/State DUI Q5 o N W Esc a& N Pamd Identification Numba 0 qri -- L-B-AL DESCRIPTION q0I (0 /� l Property Locati f/= %y < Scc. T _ < �`' �N R�_W, Town of Sabdiivision A V LC f��G Lot # Certified Survey Map # voluma , Page # Wa rmty need # 4, v oltum l S p # Spm mac,$ ya O no Lot lines Weaffable ym 0 no Impcopaaseaad ofy=$qp&Syd=c=wm:=fttnibprrmsmrr�to ewastes.h eaosiset of p out die UP& tt*evay duct yenm oe soaomw, if'tteoded by a Iioeasodpamper. What yein put b to Go system as affect die fimcdm of the septic tank as a but nu t stage m the waste disposal systsa. Tho l?mPcdY ow= agrees to submit so St. Quix Zosdag Depubou t a =Wmtioufwm. siped by the owner and by a ' F P 1 �odpl�smberor: lioeasedpua�ervaitymgti�t( t) ffieon�ite�r sstewasardtspvsaisystcm is m PmPcr operating eonditiaa and/or (2) niter inspection aad pmiag.(if neomary). dw sepdc- ank is less than 1/3 - fA of sledge. Ywr die un decsi Ped bane read the above tvgmkcmcnu and ngtim to m:ii&in the p&sw s weep disposal syst m with die shn&As set fOdb, hcmim6 as su by die of Comm=e dad die Department of Plazucstpc nrcm state of Wisconsin, stating tbat ya: has ' ataiaod must be oomplulcd sad ret= a to the st. Qw;x County Zonft Ofrm wren 30 d el sl OF DATE O I (we occtify that an staftmcuts on this tom are tine to dre best of my (our) imowkdge, I (wle ant (are) the owner(:) of do PAY de ty deed recorded in � of Deeds OW= OF Ar Z ;� 7 l oO DATE sass ss AW im&tma$ou that is mis -rcpt rod may result in tLe ssaiduy Peanit beiaB ttiwotaed by rho Zatiag DepuftheaL 0000 es Indade with this applicatlou: a statnpod warranty deed f m the Register of Deeds oirm a copy of the certified survey map if rafavoce, is made in the warranty deod AFFIDAVIT OF CORRECTION TROY VILLAGE I, James D. Filkins, Registered Land Surveyor, S -2246, hereby certify that the Plat of Troy Village, recorded in Volume 6 of Plats, Page 89, Document No. 559959, St. Croix County Registry, located in the Town of Troy, St. Croix County, Wisconsin, shows Note No. 5 on Sheet 2 which states "The following Lots must have mound systems: 1 through 10, 15, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 59 through 64, 69 and 70." This note was James D. Filkins changed on February 4, 1998, by an Affidavit of Correction, Ogden Engineering Co. Volume 1293, Page 189, Document No. 572333, to read: 113 W. Walnut Street "The following lots must have mound systems: 1 through 5, River Falls, WI 54022 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 60 Lot 21 040 - 1246 -10 -000 through 64, 69 and 70." This note was changed again on Lot 23 040 - 1246 -30 -000 January 25, 1999 by an Affidavit of Correction, Volume 1398, Lot 27 040 - 1246 -70 -000 476, Document No. 596458, to read: "The following lots Lot 28 040 - 1246 -80 -000 must have mound systems: 1 through 3, 5, 18, 19, 21, 22, 23, Lot 60 040 - 1250 -00 -00 25 through 45, 47, 48 51, 52, 54, 55, 60 through 64, 69 and Lot 61 040 - 1250 -10 -000 70." This note was changed again on July 14, 1999 by an Lot 62 040 - 1250 -20 -000 Affidavit of Correction, Volume 1442, Page 81, Document No. Lot 63 040 - 1250 -30 -000 606849, to read: "The following lots must have mound systems: Lot 64 040- 1250 -40 -000 3 1) 18 1, 2 11) 23, 25 through 45, 47, 48, 51, 52, 54, 55, 60 through Parcel I. D. Number 64, 69 and 70 ". This note is hereby changed again to read: "The following lots must have mound systems: 3, 18, 25, 26, 29 through 45, 47, 48, 51, 52, 54, 55, 69 and 70" Dated this day of A - , 2000. SC��S` , �I�� J s D. AlOns S -2246 ,AMESa FIuaNS av� M State of Wisconsin) < Q'? ss. County of Pierce Personally came before me this 2 day of lj�ai2iL , 2000 to me known to be the person who executed the foregoing instrument and acknowle-dadd the same. o�Evl�E My Co sion Expires - - 20 / � l�0 a Y PUBLIC , r ST. CROIX COUNTY O Wl � c �,'�� APPROVAL CERTIFICATE Approved for recording by the St. Croix County Zoning Office Date This instrument was drafted by James D. Filkins, Ogden Engineering Co., 113 West Walnut Street, River Falls, Wisconsin 54022 1 62905 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 1998 S OF DEEDS WARRANTY DEED STT. . CROI kOIX CO., WI RECEIVED FOR RECORD OoGltMnl N1mWr 08 -30 -2000 1:00 PM This Deed, made between IIARRABTY DEED Troy Development Corporation, a M innesota C2 EXEMPT N CERT COPY FEE: 'I Grantor. COPY FEE: TRANSFER FEE: 209.70 1 and - RECORDING FEE: 10.00 Mi kv R HrvmG - T nr- PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the roliowing desuibed real estate In St. Croix County, State of Wisconsin: Lot 3 of the Plat of Troy Village in the Town of Troy, St. Croix County, Wisconsin. NamaandR.I— Add,.$$ Custom One Hanes by Mike Rygh Subject to Declarations of Covenants, Conditions and 7584 80th Street Restrictions for Troy village, recorded in Vol. 1241, Cottage Grove, 11N 55016 Page 256, as Doc. No. 559964, and the Declaration of Golf Course Covenants, Conditions and Easements, recorded in Vol. 1241, Page 301, as Doc. No. 559969, all as appearing in the office of the Register of Deeds for St. Croix County, Wisconsin, and such other 040- 1244 - 30-000 easements, reservations, restrictions and reservations Parcel ldaMaiealbe NU,obbr ( PIN) of record, or in use, and obligations contained in the This is not homestead property. Purchase Agreement for this lot. U +) (is not) i j; 4 Exceptions to warranties: Dated this 29 th day of August 2000 T (SEAL) (SEAL) I . Charles S. Cook, President Troy Development Corporation (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) nnesota I State of tensir, ss. _ Anoka--- Count . authenticated this day or Personally carne before me this 29t day of Au E t 20 00 , the above named Charles S. Cook, Presi + Troy Development Corporat TITLE: MEMBER STATE BAR OF WISCONSIN to i! Qf rwL me known to be the person _ who executed the foregoing • authorized by 5706.06, Wis. Stars.) Instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BV I N ncy L Clift V TROY Y DEVEIAPMk"NT CORPORATION Notary Pubiic,5tate of%isconsh Anoka County, Minn. Charles S. Cook My commission is permanent. (If not, state expiration date: Janu 31 I (Signatures may be au or acknowledged. Both are not ry 2005 necessary) ' N.— er perw,u damn{ In cry c+peky —I be typed or printed below they tq.ux., STATE BAR OF WISCONSIN wacomin tpd Birk Do Inc. WARRANTY DEED FORM No. 2 - 1999 1 wwew +k++ Wu WM L CURT IIOTAINlI�Yi•at+i JANUARY 31, 2006 PF UL- Ia .9 59 o \ 43662 S.F. m ° C \1.002 ACRES ° o =801 00 S g0 °00' 00" E 232.21' 3 / � �6157` 60 o S OUTLOT 6 co°j �G 1.025 ACRES�� il "oi G o co 1 co °' ' 00" W N 1 295 y 1 N 21.5% 297.76' E 3 L OUT / S 90-00 00 S 7g °24 i 6 1 N o 162.11' 16 E 3 23:99' - - / 44153 S.F. of i� 161.88' 1.014 ACRES �� N / S 87 °00' 00" E 303.95' c,) S 87 °00' 00" E S 85 ° pp' " W 312.87 �.00 1 •95' 159.00' 158.40' M - - 1 _ o ►^ 154 7' I w ° � 3 O N �'! 0p E _ 0 1? 7 0 2 W w w 1 0' °0' N $ ° � g8' I' 0 69 o ' 51231 S.F. S.F. o . 6 3 0 - 1 ° �° 23p z " 1.176 ACRES _ I o 00 6 4 0_ I° N 56594 S.F. ACRES o 1. 43707 S.F. ° o ° ° 6 '� 1 1.299 ACRES a ri o 43560 S.F. ° M ° n 1.003 ACRESo ^ 1.000 ACRES °o vi 46827 F. a ; N n I 6 $ o M o N o N M N 1.075 RESaII w M L lO 1 S.F. Z - -- _ — 0 1 c� 3 -- N 2 ACRES C 113 C114 C 107 N 87 ° 00' 00" W 451.06' ° ° n 4� _ �_ � 67 1 76 41.68' �_ C 108 115 .71' 4_ . 5' ° o - C 112N C106 -�_ . o M - • C_�- _ 8 °p0' � 7 4° ST_ ANNES PARKWAY 'N 8 00 oo " w op E� S 7 0 E N _ 7 °p0 00 S 87 °00' 00" E 451.06' - -- S 87 000' " Q,20. — — N 8 4' C25 9 _ 1 — 9 176.88' / 7 9 274.18' 0 6 .6 C ., La cq 1 0 0 ° - o N 8 ` ` 0 0 ' - - - w 43913 S.F. 41 S.F. co 9 0 00 o ° 00 1.008 ACRES 74 ACRES 45827 S.F. 0 °0 50539 S.F. 9 o o N 1.052 ACRES o 1.160 ACRES V� / - _ 1 0 ACRE c-4 44018 S.F. a 0o 0� 2 Z�7. �, '............ t , 1.011 ACRES .... h ..E 5p4. � 17.45' . ................... • . 1 �� 38 86.19 , 93.19 � , 9 ° 0 01 U CO 1 / 179.38' . N 1 3 R =80 /V � 1 688 N 87 0 00' 00" W y 50329 S.F. ,� C30 00, / E 33j65' 1 a ° a 0 1.155 ACRES . �`�S � G 33 s / 4 p 43682 S.F. °O 00°� 5 ° �•�, p N °�� 1.003 ACRES eh 3 6 5 s O U T L O T 1 43673 S.F. h o ocv 135191 S.F. 1.003 ACRES N °v j 016 ACRES S S 3.104 ACRES N 6 X90 = N 60 30 94, 2 ?93 s , , 00,. 94.Sp21 W 20. 3.62 ? S.F. S O6° 11' 42" W , S 79 °00 �� W g60 p0, O U T L O T 2 ACRES 22 325 3 5 7 9 °p0' BENCHMARK. TOP OF 1 IRON PPE, ELEV. = 902.72 16 482' � LEGEND COUNTY SECTION CORNER MO C :- j BERNTSEN CAP UNLESS OTHE 0 L--rJ 2" X 30" IRON PPE W 0 SET. 1 "_ X 24 " ROPi'.so 1 t • Wisconsin 0eparrmn01 of Industn/, SOIL AND SITE EVALUATION REPORT Page Lot 3 labor and Human Rataaans �Gvnsan otsatety 3 Buildings in accord with ILHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than el ill n must include, but ST. CROIX not limited to vertical and horizontal reference pon an Qt scale or PARCEL I.O. x dimensioned, north arrow, and location and dista APPLICANT INFORMATION- PLEASE PRI NWf, IN '` ' REVIEWED BY OATS PROPERTY OWNER: {' ?' fog PR LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB 1�� � G 1 /4W 1 /2S 19T 29 NR 19 I�► PROPERTY OWNEFP:S MAILING ADDRESS �, UNI Y L -8teeill 9 SUBD. NAME OR CSM 8 260 COUNTY ROAD F C ZONINtGOMCE TROY VILLAGE CITY, STATE ZIP CODE P ER IMAGE OWN NEAREST ROAD HUDSON W 54016 hl OY Sr A -jo s '7 14 E pq N Constnxcoor i Use ( Residential / Number of bedrooms 4 (( Addition to existiq building L I Replacement Public or commercial describe Code derived daffy flow 600 gpd Recommended design loading rate 0, ¢ bed, gpdM fry. gpdM Absorption area required - Z;;11:) bed. ft 1 50*0 trench, 9 Maxi design loading rate D, s bed. 9P o MXh, gPdM Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Addifionai design / site consider i'ons �� v TES pit/ y�C7E 3 Parent material mfi 7 /LL OUTGu 5 Rood plain elevation, if app icabte N/A R S a Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSU STEM RE AT -GRADE SY IN FILL HOLM TANK U= Unsuitable for system 1 0 S ciru I (9s 0 u O S zu 10 S Ru I O S RU I a S MU SOIL DESCRIPTION REPORT Boring # Horizon Oeptn (Dominant Color I Mottles (Texture I Structure ICortssunce,BocrMy I Roots GPOItt in. Munsell Ciu. SL Corn color color Gr. Sz. Sh_ I Bed ITrertot .» Al 0 - 12 10YR 4/2 - -- sl 2csbk mfr aw 2vf 0.51 0.6 € 13' - -- 2 1 —21 10YR 2 2 w 2vf— 0.5 0,6 1 2msbk mfr A 2 / g Gmund BI 21 -39 10YR 4/4 - -- lfs lcsbk mvfr cw 2vf 0.5 10,6 8 B2 39 -47 10YR 4/6 - -- sil 3mabk mfi cw 2vf 0.5 0.6 Depth to B3 47 -59 I10YR 5/6 m3p 5YR 5/8 is lcsbk mvfr ci lvf - -- - -- tam B4 59 -72 2.5Y 7/6 Ic3 lOYR 7 7f P 5YR 5 8 sil 2msbk mfi - -- lvf -- - -- 47" Remarks: Baring # A -18 OYR 4/2 - -- 1 (2msbk (mfr cw 2vf 1 0.5:0.6 « 41 - -- B1 18 -28 OYR 5/4 1 2msbk mfr w of 0.5:0.6 B21 8 -44 LOYR 5/6 - -- sil 3mabk mfi Icw of 0.5 0.6 Ground 10YR 7/2 elev. B22 4 -52 10YR 5/6 Ic3p 8 sil 3mabk mfi cw of - -- - -- 90 2 ft. Depth to C 2 - LOYR 6/6 I - -- is lcsbk mvfr I - -- �vf - -- - -- limiting factor < 411 Remarks: FN, Print jAW 0. FILKINS 0 "r (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 _ Dam `f �° �7 C STM03988 • PROPERTY PROPERTY OWNER SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL 1.0. r Horizon Oepth Oomtnant Color Morales Texture Structur h 8ou� GP 001:4 89C lz= Bonng # A 0 -18 10YR 3/2 - -- csbk r cw 2vf— 0.5 `,0:.6 85 - -- A B1 18 -28 10YR 4/4 sl 2m —csbk tnfr gw lvf— 0.5- 0.6 B2 28 -35 10YR 4/4 - -- gsicl 3msbk mfi gi lvf— 0.4 0.5 Ground e1w. B3 35 -47 2.5Y' 6/6 m3p 5YR 5/8 sicl lcsbk mfi cw lvf - -- - -- 9u,Q ft C 47 -72 10YR 6/4 - -- gls Osg ml - -- lvf - -- - -- oepd to limiting factor Remarks: Bonng # Ground elev. ft. 0epttt to limiting factor Remarks: Boring # i Ground elev. 0epth to limiting j factor Remarks: Boring # Ground elev. ft Oepth to limiting factor I Remarks: S8t).89�Offa.08NZ) PAGE 3 OF 3 SITE PLAN NOTES: PROVIDE M A MINIMUM OF'.�25 FROM DWELOLIING OF BED 50' FROM WELLI LINE. M OUND j 3 Lo T z z Z ❑ ti ❑ W u v I � a -zs SCALE: 1 " = 40' LoT ¢ BF.svCh��1�/L,C Tao O f � • OGDEN ENGINEERING CO. JAME . FILKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls, WI 54022 DATE: �l ��l (715; 425 -7631