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HomeMy WebLinkAbout040-1247-90-000 Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM CountyST . CROIX ' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitarM4n7t6Q: Personal information you provice may be used for secondary purposes [Privacy Liu, s.15.04 (1)(m)]. r Fft Y H bftft®TiMENT E Tftj3V Village ❑ Town of: State Plan ID No.: m &, - Tvb -As. 0 CST BM Elev.: Insp. BM Elev.: BM Description: - 0 1 P arcel — 4/ ob 931.06 w TANK INFORMATION ELEVATION DATA A9 a , L ,f, 20, X28/ TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic c Benchmark p I L1 /? S'O o2 . /33.1+ - 9 3 /.G(o Dosi ng `t R , . Bltil f 93o.sL Aeration Bldg. Sewer Holding St /Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG_ Ventto ROAD Dt Inlet Air Intake Septic 15 v NA Dt Bottom Dosing 7 Sv 5 - 1 S Y NA Header / Man. Y. 5-4, 72 � Aeration NA Dist. Pipe q, p.8� � I t•4 Holding Bot. System PUMP/ SI HON. INFORMATION Final Grade 4L�� Manufacturer C lul Demand mil' Model Number 3 « L 40 GPM OM 3. 3 93 'fie` l3� p � 3 TDH Lift ,3( Frictior� Syster%, TDH I�.$ ead Forcemain Lengtl _„ Dia. � u Dist. To well SOIL ABSORPTION STEM BED/TRENCH Width i Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 5 DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of I CHAMBER model Number: System: MoUMk 5;L 10 � OR UNIT DISTRIBUTION SYSTEM l Header/Manifold � Distribution Pipes ) �+ x Hole Size x Hole Spacing Vent To Air Intake Length t.P/ Dia. 3 Length y� Dia. 1Z Spacing a 34 a '--- -- 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.) ie Z C LOCATION: TROY 24.28.20,SW,NE 278 ST. ANNES PKWY — TROY BOURNE LOT 39 1 C q�.O �,Q� -ci� A` "nom" • M Plan revision re � Ired? ❑ Yes No 3 Use other side for additional information. t H�dh,f _44�F SBD-671 0 (R.3/97) �t ` Insp or'sSignature Cert No. t2� • A s c on sin Safety end Buildings Division SANITARY PERMIT APPLICATION 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7968 Department of Commerce Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8112 x 11 inches in size. S 0 411n • See reverse side for instructions for completing this application State Sanitary Perm 3 ou rovide ma be used b other overnment a enc prevmus The information appticat y p y y g agency programs ❑Check if revision t ion o (Privacy Law, s. 15.04 State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION Prop rty Owne Name Property Location SW 1/4 1/4, S T N, R r) W Property wner's Mailing AIddress I Lot Numb r Block Number PPt Cit , State tip Code Phone Number Subdivisi n Name or CSM Nu r II. TYPE OF BUILDING' (check one) ❑ State Owned n It Nearest Road [] Village Public 1 or 2 Family Dwelling - No. of bedrooms Town OF S'( A in ,4 0 ,0 III. BUILDING SE: (If building type is public, check all that apply) arcel Tax Number(s) 1 ❑ Apartment/ Condo 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 PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. 'New 2 Q Replacement 3_ [3 Replacement of 4_ E) Reconnection of 5_ Q Repair of an Lfstem .. - ___S�rstem _____________Tank Only_____ ________ Exl ---- -- _________ExistingSystem 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 Mound 30 E] Specify Type 41 Q Holding Tank 12 [] Seepage Trench 22 In- Ground Pressure 42 ❑ Pit Privy 13 []Seepage Pit 43 Q Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate S. Perc. Rate 6. System Elev. 7. Final Grade s Required (sq. ft.) Proposed (sq. ft.) (Galstday /sq. ft.) (Min. /inch) Elevation #–A) fa0 . 40 i! , L, '— a Feet C 134 J� Feet Cap VII. I NFORMATION in gallon Total # of Manufacturer's Name Prefab. Con- steel Fiber Plastic Exper- a New Existing Gallons Tanks concrete strutted glass App - Tanks Tanks Septic Tank or Holding Tank 1 ^.S ❑ ❑ ❑ 1 ❑ ❑ Lift Pump Tank /Siphon Chamber G ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: 5 rint) PI ber's Sig atur (No 5 amps) MP/MPRSW No.: Business Phone Number: s 7 Plumber's Address (Street, City, State, Zip Code): l g sit iN ,. Z. .S V0 t IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater ate Issued Issuing A nt Signatur (No Stamps) Surcharge Fee) [Approved Q Owner Given Initial �J /A� Adverse Determination �Z� �CJ' X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: 3 SBD -6396 (R.11/96) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber Safety and Buildings 2226 ROSE ST LA CROSSE WI 54603 -1905 isconsin Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary D of Commerce February 02, 1999 CUST ID No.273085 ATTN.- POWTS INSPECTOR CALVIN POWERS ZONING OFFICE POWERS EXCAVATING INC ST CROIX COUNTY 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 02/0212001 Identification Numbers Transaction ID No. 208378 Site ID No. 166469 SITE: Please refer to both identification numbers Site ID: 166469 above, in all correspondence with the agency. St. Croix County, Town of Troy E1 /2, S24, T28N, R20W Facility: Troy Village - Lot 39 FOR: Description: Mound Object Type: POWT System Regulated Object ID No.: 447916 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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. Sincerely, DATE RECEIVED 01/25/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 erard M. Swim BALANCE DUE $ 0.00 POWTS Plan reviewer - Integrated Services (608)785-9348, Mon - Fri, 7:15 AM - 4:00 PM jswim @commerce.state.wi.us VOMM ' de.; W f ro T �ev� \c�?n�rri1 Gc�- l -f 1 a �� ; C e �,� r �, V aV`� ap tip- 19 WORKSHEET - MOUND SYSTEM DESIGN Y PROBLEM: Q Design a mound system fora The site characteristics are: Depth to or bedrock in. Landslope RECEIVED % Percolation rate JAN 2 -.�•• y min. /in. 1999 Distance from dose chamber to distributions& BLDGS. DIV, _..SO ft. r Elevation difference between pump and distribution system C ft. Step 1. WASTEWATER LCAD 40 gal Step 2. SIZE THE ABSORPTION AREA ip•0 N-T.S - Conditions iI Y A) Area required (.a° � Z s °O sq. ft. APPIRO - t AENTE F GG MERCE B) Bed or trench length (B) _ pl IS � �w ft. `O C) Bed or trench width (A) ENCE _, _5 ft. S GORRES `' D) Trench spacing (C) Wasteara er load .24 (;a1 Jf C S �J r ft. Step 3. MOUND HEIGHT A) Fill depth (D) Q �) toro`� o�. fit. B) Fill depth (E) = D + slope (Ajf�� a y5 ft. C9 t Cog x .5) 5 C) Bed or trench depth (F) _ ,33 ft. D) Cap and topsoil depth (G)'= ft. E) Ca d topsoil depth (H) ft. n: Id c �... ( .._I E o . i.11 C) 1 C c.�r4.Q, Ji d0� 39 Step 4. MOUND LENGTH A) End slope (K) _ F(D + E)+ f + N x 3 ft. B) Total mound len (L) = B + 2(K) _ ft. A? 7 Step 5. MOUND WIDTH Al) Upslope correction factor = _i786 A2) Upslope width (J) n (D + F + G)(3)(factor) ft. 3 ry, of 81) Downsl ope correction factor = 9.� / 36 B2) Downslope width (I) _ (E + F + G (3)(factor) _ 9 ft. a1S*, 93 +)3 � X /,-?8 C Cl) Total mound width (W) for bed = J + A + I 3 9 ft. t 17, 8= 3� C2) Total mound width (W) for trenches = J + + (no. trenches -1)(c) + A + I' = w �fl' ft. Step 6. BASAL AREA 1� A) Infiltrative capacity of natural soil _? gal. /ft /day B) Basal area required = wastewater flow natural soil infiltrative capacity = � sq. ft. C1) Basal area available for bed for sloping sites = B x (A + I) _ sq..ft. C2) BBas W are �a+ail le for trench for sloping sites = sq. ft. sal area available for trench or bed for level s tes = B x W= R sq. ft. I) `t __.._ ..1 . J.� . ..L. I 14 - 4 )p M. P-N -- • • V I Z �� ` C Y, rJ' •�JL �-i �'�'G_ "7r ty.GCl Step 7. DISTRIBUTION SYSTEM — rre j U,((u �&t 9 T 1 A) SIZE DISTRIBUTION SYSTEM 1) Hole size = y in. 2) Hole spacing = 3 in. 3) Distribution pipe length in. 4) Distribution pipe diameter = in. 5 Sp acing between distribution pipes = O in. P 9 PP 6) Distance from sidewall to distribution pipe in. 7B) DISTRIBUTION PIPE DISCHARGE RATE ! ft. 1) Number of holes per pipe 2) Flow per pipe GPM 7C) SIZE MANIFOLD 1) Manifold is 1C central/ end 2) Manifold length a 311 "yv O ft. 3) Number of distribution lines a 4) Manifold diameter in. 7D) SIZE FORCE MAIN 1) Minimum dosing rate = GPM 2) Force main diameter a in. 41V 3) Friction loss = ft. �p 1E) TOTAL, DYNAMIC HEAD 1) Vertical lift = _ g• ft. 2) Friction loss = ft. 3) System head 2.5 ft..= ft. 4 Total dynamic head ft. ► to Do 11 eta �.� ;�I C1 -11- p 314«.x. rn N S530 y Tr��l 7F) PUMP SELECTION / 1) Pump selected will discharge GPM at l 5 ft. total dynamic head. 2) Pump model and manufacturer 7G) DOSE VOLUME 1) 10 times void volume of distribution lines gal. /cycle 2) Daily wastewater volume 4 doses /24 hrs. _ _ gal. /cycle 3) Minimum dose volume .5 _ � � / �d g al./cycle 3� Xsa I 7H) DOSE CHAMBER 1) Minimum capacity required 7. gal. � I __�� -�- - -- - -- - -- - - -1 - -- - - T--a -- _ - -- - -- - l I 4 E �� 5`� _ - - -- �— - - -_ --- - -1 - -- _ _T.. c `�- pit -- I _ _ I �{ I I I I I _. _ 3� Q7. -- - - -� - - - - - -- I -- - -- J _ -- -- I 1 I I I , I, I I ' I I � ' i I 1 — II'I PAR - ❑ gib 1 I I I I I w i I __ i D P - At Cc, P Page 'O Of — 2 S53�'l ?rr>� ;i(ck 1.o 3� Straw, Marsh ay, V Or Synthetic Covering AsrM C 3`3 Distribution Pipe Medium Sand To p s oll= - % Slope Bed Of z�— 2 %2 Force Main Plowed Aggregate • Layer .D A Ft. Cross Section Of A Mound System Using E Ft. Y �A Bed For The Absorption Area F %g3 Ft. G Ft. A S Ft. Fi I Ft. lned: - B loo' Ft. tense Number: QI K 13,7 Ft. /rP `?l b / 7, Ft. j (),_ Ft. Alternate Position 1 1 2. 8 Ft. of Force Main W 31.1 Ft. Observation Pipe --, F orce Maid Distribution. Bed Of 2 2 1 2 ~ Pipe Aggregate I Observation Pipe Permanent Markers Pion View Of Mound Using A Bed For The Absorption Area G- ► 3� i c� .:tf Cf cam. # 110 T f - sr c Pefforolod Pipe Oeloll End Vie w End Cop Perforoled �— \e PVC Pipe Hotee LOCaled On Bollom, c Are Equally Spoeld P e ��,� n,s r',n� ray) • . Lott HO a Should Be _... NeAI To End Cop Ditlribulion Pipe Layoul P Lta I fit• T R S r � X 3 Inches Y 30 IncheS Signed: C ilolc Diameter VA, Inch License Uumber: Lateral " -1- Inch k.s Date: f Manifold — 'Inch -Cs _ /� _ �� Force Main 3 Incll;j; # of holes /pipe 7 Invert Elevation of Laterals ° Jou r Ft. SEPTIC TANK S " PUMP o CAAM ' BE R p 'CROSS 5EC'Jl1uN tt►vli _ -- / - t "3c> (a c n4 m� �s3by T� ° ll 4" Cl VENT PIPE 12" MIN. A16VE GRADES WEATHERPRROOF APPROVED >_ 25' FROM.DOOR, WINDOW OR JUNCTI ON FRESH AIR INTAKE WITH CONDUIT W�NPAD COVER LOCK S FINISHED GRADE 4 Cl RISER WARNING LABEL 7 6 " MIN . A __� 4 �� MIN- y ABOVE G ADE �c it 18 IN. 6 MAX. INLET GAS- WATER TIGHT SEALS TIGHT i SEAL APPROVED 4" BAFFLE A JOINTS W/ CI CI PIPE B i PIPE 3' ONTO 3' ONTO —� ' ON SOLID SOIL SOLID C i SOIL PUMP OFF ELEV .� ---- ►-' Off �c' RISER EXIT PERMITTED ONLY D IF.TANK . MANUFACTURER HAS APPROVAL 3 APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS °. SEPTIC / DOSE 1,)60 f 7Sc7 0 _ NUMBER DAY: TANK MANUFACTURER: W� DOSES PER TANK SIZES SEPTIC _ /_ ,X50 GAL. DOSE VOLUME INCLUDING DOSE So_ GAL. FLOWBACK :. GAL. / $O + S s(�,.,,CAPACITIES: A = �Q INCHES = S GAL. . ALARM MANUFACTURER: SJ � ' 11 Y MODEL NUMBER: B = 2 INCHES = a1��_4 GAL - SWITCH TYPE: 2�k PUMP MANUFACTURER: C 1a L INCHES = �gd GAL. MODEL NUMBER : l- ofo D = (o INCHES = $ Z G_AL. SWITCH TYPE: «..T REQUIRED DISCHARGE RATE I/D GPM PUMP S ALARM WIRING AS PER ILHR16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE g FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . .k. 2.5 FEET + p FEET FORCEMAIN X c$ FT /100 FT. FRICT ION FACTOR , FEET --�-- �— T.OTAL DYNAMIC HEAD = l 1 I FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ; WIDTH SW ; DIAMETER LIQUID DEPTH s� y - �8 -Q _ SIGNED: LICENSE NUMBER: DATE: 1 a rn N Ns rs, . IA , GOULDS U 6 E WA G E' AH1) EFFLU NT PU rlrT tr f fat. �r E 80311 •.�x�,' ,�36��, '• � . ., LIST DLSC. • ` 1/] fd� 115 V EfEltrrt 1'trrp 1 /2' nolida f 2S6.901 172.10 'f17 ; J � tto�it Mt1PE1?0)I1 142 LFO311 - �,� n.•r Submersible Effluent PL�i p MODEL EP0311 p . SIZE Va" SOLIDS 2yh ' MMA5FEET ° 0 0 4 a 12 15 20 24 25 02 30 40 �- - GPM 0 2.5 5.0 CAPACIV ' 1.C17tia Wtt3 ►G Performance 388.* Curve V(TZ/16 YLfT — - MODEL 3+:1(15 -` SIZE ' /4" Solids 10 — `- ' WLMAI Y • ' -�- „ '.•�• .y. _ .i "/I. 0 00 t0 70 �0 - • 60 60 `10 Iq 40 t00 110 •' 120 OCM ' t.. 1 _...�_......._. —.- _.... - ..._ o IO p �T'T :/� •, CAMCITY LISP DISC. ,�'•;.; ;: 0ct113.'E01111. 142 W=31 IL 1/1 IIP 115 V Imf it 1/4' solids .5S 329.15 c OCATt<EO)1IM l42 '1•rE0311M 1/3 IIP 115 V tbi it 1/4" eblida 491 .5S 329.1S' + t7JiN 142 i-mos 1Il 112 1p 115 V 1116 A 374" .oblida 504 '4�1:f15 1ir:K Uot1A,'E011271 142 K071iJ1 3/4ItP 210.V fligh111. J /4" rblida g4],6S 565.25 ' 11 L .�; • ? „,'' '••!•SEE FC2tlStItr, PlGE FCtt PQIFYIi1V+t>rE NZ sp0=FjcAnctl4, ” '' DATr. 10%1;0 DwT 30 PAGE Dh w „ions o.osn �at����. SOIL A, 317E (EVALUa ION REP�R l' hair aria ►�jman Rwuuons .qe Of --_. 0i-.tSiQjj S• "� s a '" i° "q' to accora •,vim IL-iR 83.05, VVis. ACIM. CJCe �- CCUNi Attach complete site plan on pacer not less than 8 12 x 11 inches in size. Plan must include, but ST. CROIE not limned to vertical and horizontal reference point (BM), direction and Y. of slope, ;gale or PARCEL I.O, a dirrion=ned, north arrow, and location and dtstancs to nearest road. APPLICANT INFORMATION- ?LEASE PRINT ALL INFORMATION REVIEWED 11Y OAT- PROPERTY OWNER: PROPERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB RUEMMELE GOVT. LOT 114 1/2S 19T 29 NR 19 -&401 W PROPERTY OWNER•:S MAIUNG ADDRESS * >t -8t8ClE-n SUBO. NAME OR CSAA tt 260 COUNTY ROAD F 3 9 I TROY VILLAGE CITY, STATE ZIP CODE PHONE NUMBER CI CITY DILLAGE UNN NEAREST ROAD n HUDSON 54016 ( 715 )386 -1902 TROY zr 4A4V*5 /`�if�[eA DQ Now Consu=on Use (X J Residential / Nw=w of bedrooms 4 [ [ Addition to extsmig tnntding j [ Reptaarnent ( I Puotic or commer= desctbe Code derived daily flow 600 gpn Recommended design loaning rare bed. gp 1t trerrrn, gp= Absorption area required Oo bed. ttZ - :t� mmct, 9 Ma=num design loaning rate O' s bed, gp(ug G;L Timm. gpd/It Recommended infiltration sw=a eievaabon(s) BY DESIGNER ft (as referred to site plan bencrimark) Additional design I st gortsidStations SSE N -0 on/ Parent material OGSS T G L OoG Dpi -rte Flood pt ;1 appticaole N/A tt S a SWtante for system CCNVEMICNM, MOUNO IN-GROUN0 PRESSURE AT -GRADE SYSTf M W FILL HQ.DNtG "ANK U. Unsu,mule for system C S QU ®S Cu IDS �' U 1 C S Z U 1 Os 0 U 1 C S o u Sall. OESCRIPT1ON REPORT Own Dominant Color Mamas Sirut=rre I GPO/it Boring a Horizon in. I Munsell I cu, �, C Cl. I Texture I Gr. Sz. Sh. I ' I f1°Y I Roots gan xm= P.s A 10 -20 110YR 5/3 1 Isil 12msbk I mfr I gw 12vf -4 0.5 10.6 99 `{ B1 120 -34 1 1 0 YR 5/4 ( - -- I sil 1 2msbk (mfr , gw Ilvf• 10.5 10.6 Ground B2 134 -47 110YR 5/6 1 - -- I sil 1 2msbk Imfr 1 cs 11vf 1 0.5 10.6 elev. B3 I47 -54 110YR 4/6 - -- I sl lcsbk j mfr 1 cs Ilvt 10.4 I 0.5 9 Z-4 5 tt. Doom to R 154 110YR 8/3 1 - -- I lms t 1 - -- - -- 1 - -- 1 - -- 1 - -- Grruang { 5411 — taa~ar I 1 1 I 1 I � I Remal{tcs:. Bari ng x A -14 �OYR 4/4 j - -- 1s1 12f -msbk mfr w bvf 10.5 0.6 `185 B1 �4 -31 JOYR 4/6 I - -- 1sil 2msbk mfr 6w of I0.5 0.6 W B21 �1 - IOYR 5/4 1 - -- Isil ,2msbk mfr 6w �vf 10.5 0.6 Ground I 0 ey• B22 1 2-50 JOYR 5/4 92 3,.9 It. 1 - -- 6 1 Ilcsbk �fr Ls lvf 10.4 0.5 R 10 -54 JOYR 8/3 1 - -- mat �- -- r -- -- -- 1 - -- - -- Oeo>ng I limn f3G 011 1 I I 1 1 1 Remams• "a Pmu .TAMES • O. FILKims Pla (715) 425 -7831 + ' CGCe4 ENCINEESING CO., 1 13 'NEST 'NALNUT ST., RIVED FALLS, w1 54a2 Dam [ST Numarr 7 CSTMa3988 SAIL OESCSIPTION AER7R T Al 'Oom�nantC�rar ' tvlames Texture Structure IC.;rzsst a�8cur�rylRoots G?Orrt< Horizon CeQtn in I munseu I Cu. SL C, �, Gr. Sz. Stt. i Sea r Boring # Ia -1 0 I10YR 4/4 I - -- Isl 12msbk {mfr l cIa 12vf { 0.5 0.6 182` B 0 -27 �OYR 4/6 - -- Isil 12m -csbk Imfr Ics Ilvf 1 0.5 9.6 R �7 -30 �OYR 8/3 I - -- I lmsc I - -- 1 - -- I - -- -- I - -- - -- Ground I I I { { { 9 I I { { { I I { 090 I { I I { I { I I li nnnng t amor I I I I I I Remains: Bonng I I I I 1 1 I I I Ground { { { I I { { I { elev. 0e0171 to I { I ( { fimmng Remarxs: Boring z I I I I { I I I I 4 I I I I I I I I I I l I I Ground I I I ( 1 I I I I eiev. ". 1 1 1 I i I ► 1 1 oetn to I I l Limiting 1 I 1 1 IaCCr I I I I I I I I I Remarks: Bonng p I I 1 I { { { I GrotNd ew. I ► I I I I I I °� I I I I I I Hemactcs: _ PAGE 3CF� SITE PLAN 112JAi E�sEn�E�T am W a 8 -99 �s I OTES: ROVIDE MINIMUM OF 2' SAND BETWEEN BOTTOM OF BED AND EXISTING ROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM ELL; 5' FROM LOT LINE. I N l`� IAM2 0. � FILKIN � S CS � TM 039 � 88 � OGDEN ENGINEERING CO. �'. C3vii Engineer S land Suruos --- I 02/05/1999 16:45 608- 705 -9330 PAGE 01/03 UtKN1t;K CUUNSIKUC FaX ;715-246 -4948 Feb 3 '99 0:54 P.01/04 51itc4v ana t oSE S s 2226 ` J R0.5E LACROSSE tMl W03- 08 05 I�consin Tommy G. Thompson, GoVarnor / y 7SS - Brenda J. Blanchard, Secretary Department of Commer ko .3. Julttalcy 26.1999 CUST II) No. 2'13085 . DATE Ut IvE.D 01!2.5/1999 CALVIN POWERS FFE REQUTRGD S 180.00 POWERS EXCAvATING INC FEIi RECEIVX0 $ 190.00 1969 18M AVE BALANCE DUE S 0.00 NEW !RICHMOND WI 54017 WART" Code: 7G�a` RFy; RSQLTFST FOR ADDMONAT. INFORMATION Tr ttlotn ID No, 20$3 78 SI'Z'E: :.. Site ID: 166469 St. Croix Coora, Town of Troy El /2, S74, T29N, R20W racility: Troy village - Lot 39 FOR: Description, Mound Ob,iect Type; POWT System Xogulated Object ID No 487916 The submittal dtset%ed above has been plated on ROLD and the review 'and approval is pcft IA. subject to receipt of the ADDITIONAL INFORMATION and/or revised plans requested by this letter. Upon ,receipt of the additional information and/or revised plans, the place will be reviewed for compliance to applicable Wiscolrsirt Administrative Codes and Wisconsin Statutes. Tltie following must be corrected/revised and accompany the resubmittal: 1) One additional hand boring war the northwest and of the mound to verify this depth w bedrock in that Brea. That section of the mound is too far out of the tested area to determine if Ow bedrock that is present in the area is at an acceptable deptlL Soil structure does not need to be reported. Scnd your resiubmittal into the address listed above, unless otherwise noted, and the depa+mzeut will review the fesubmittal within 5 working days of receipt date. A copy of this letter is to accompany the resubmittal. If the above requested information and/or plans arc not received within 30 days of the date of this cotrespond640e, this Submittal will be returned unprocessed No fees will be refunded, and a new tee, applicati4u form and submittal of plans/specifications may l-ic required should you desire to continue with this project. Sincerely, - d M. Swim PoWI'S Plan Rcviewer - Integiated Services (608)785 Mon Fit 7;15 AM - 4.00 PM jawimCa3commerce.atate.wi,us i 02/05/1999 16:45 608 -785 -9330 PAGE 02/03 DERRICK CONSTRUCTION Fax:715 -246 -4948 Feb 3 '99 0:55 P,03/04 _ 11 Gpd /!t OeDa� ' Ov tp.nant Ca lor lrlomei r `Te I G . 5z. St Raoe3 +• I j 8ast�r 1 9eo rri Hantoni ; ' MuASall I C•.ri -q r.YR. �" Icv Rvt 10. 0.6 long I� ..__ . 191 12mabk 1,� =x tt= slil IT.ta-c9bk Imfr Ics � of 1 0.5 g.6 0 - 27 �OYR 4/6 I 18� 8 7 -30 � OYR 8/3 I laps t �--- .� - -- ;row+4 R r e ta � I '• I I I I I I I I I I I Z7 " Nf78f1O: acting • F`�� = � � I � ®I `� . � � I �, I S. / I�►.•� �b� I /Il�, r' I 1.�'�l)3' I ,.S pro �S6 � , La I 1 I.5 •6 I . �, t�� ��. I I I - ,l�. FT I I �a 05s Rematxs: �arcnQ I I t I � 1 ' CimN -I II I I I I Oeow to I I I. I � I 1 Grratm9 I�GCT I I � I I I I I perti�: I I I I I I I I Good Roma m 02/05/1999 16 :45 608- 785 -9330 PAGE 03/03 DERRICK CONSTRUCTION Fax :715 -246 -4948 Feb 3 '99 0'56 ,.' P_04/04 . PA c 3 C F SITE PLAN G a E�sE/�FNT' lri 0 OTES; *Ov =E MINIiffh OF 2' SAND SETAEN .BOTTOM" Or. .AM E:CISIUTG MOUND. MOUND TO 88 A .41x wm OF: 7S' k OP! DWELLING - SO' F t i S' FXON LOT TINE. ROH a AMES q..FlLXjNS. GS1'M03988.7. -_ OGDE14 ENGINEERING CO. . chill Engtnoors 4 G"'d swrw." -^. � s Wisconsin Department of Industry SOIL AND SITE EVALUATION LAbor and Human Relations Page _ Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County f include, but not limited to: vertical and horizontal reference point (BM), direction and 5 r ° x percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. D. # fir, n6 rure� r -d- , / C� t o -� y ? — 7-6 APPLICANT INFORMATION - Please print all infgYmat�on. 1 Re vi ed b Date Personal information you provide may be used for secondary purposes (Privacy law, S. 15.04 (1) (m)). Property Owner _ Property Location —r6� + 0)1, Govt. Lot 1/4 tj 1/4,S T a/ ,N,R for)V(I Property Owner's Mailing Addre s Lot # Block# Subd. Name or CSM# a- ioa r: ro Z t/ // 2 -o- city State Zip Code Phone Number / Niarest Road U-3 & L ( /S) �/ b 2 E] city 0 Village ® Town " k u'cl ❑ New Construction Use: Residential/ Number of bedrooms Addition to existing building ❑ Replacement Public or commercial - Describe: Code derived daily flow --lam= gpd Recommended design loading rate , S bed, gpd/fIP r i trench, gpd /ft Absorption area required _ bed, ft trench, ft Maximum design loading rate _ L 5 bed, gpd/ft2 L trench, gpd /ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) i Additional design/site considerations Parent material / Z Flood plain elevation, if applicable ft Co ventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system El U S❑ U O S U ❑ S V S = Suitable for syst�e� U [is U ❑ S ,K U C SOIL DESCRIPTION REPORT Boris # Horizon Depth Dominant Color Mottles Structure GPD /ft Boring in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench p // D ye m -- 5 / �7r 5 0 ,_ �.-4� C w 2, U , 5. /b / m 5hl< 3 r li1� L) , S ' Ground -3 R 5 l >� 5 b k rn-� r W - � elev. %2-0. y- 6 _ 0 Depth to -- limiting I ctor in. Remarks: `� co r U `i'' U Boring # fi i3l Ground elev. ft. Depth to limiting factor in. Remarks: CST ame (Please P ' Signatur Telephone No. �L,I w ��s S 3� Address / Date C CST Number HO P /� �•� t e-kt and Cv - L s yoi7 a - s-- y� ? �- o 53 I i 1 PROPERTY OWNER SOIL DESCRIPTION REPORT Pag y g , r� of A PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g , in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # mum Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) r J _ 5�/0 O 5 : I /NV I i eertscon A % *0eparvr*nt at InaustrY. SOIL AND SITE EVALUATION REPORT Page L of 3_ Labor and Human Rela oKg sion of Satery S 8wld1ng3 in accord with ILHR 83.05. Wis. Adm. Code CCUN iY Attach complete site plan on paper not less than 8112 in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reterence poi , *0 6wwxe of slope, scale or PARCEL I.O. dimensioned, north arrow. and location and di rb • west road APPLICANT INFORMATION- PLEASE ALp A REVIEWED BY DATE PROPERTY OWNER: _ rr `` 1PPERTYLOCA11ON E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND B RU LOT 1l4W 1/2S 19T 29 NR 19 -(«) W PROPERTY OWNER':S MAIUNG ADDRESS _ ST CROIX L T t: -811:W(v SUBO. NAME OR CSM S 260 COUNTY ROAD F COUNTY 9 TROY VILLAGE CITY, STATE ZIP COD CE CITY ILLAGE OWN NEAREST ROAD n HUDSON 54016 - TROY t. 4AA1*5 f � Kwwr D4 New Coristru= Use <x ( Residential / Num 4 ( j Addition to existing building L 1 Replacement ( j Public or commercial describe Code derived daily now 600 9Pd Recommended design loading rate ed. 9pd/ft � trench, 9pd1ft Absorption area required �f bed. ft trench, ft Maximum design loading rate O• _ S bed. 9Wtt2 ham. 9pdt Recommended in6Brabon suftw elevations) BY DESIGNER K (as referred to site plan benchmark) Additional design / si considerate ' 54�E Ma >ES Dit 3 Parent matenai DG55 ALL oG DM /T� Hood plain elevation, if applicable N/A ft S - Suitable for System CONVENTIONAL MOUND I N.(MIJNO PRESSURE AT -GRAOE SYSTEM IN FILL HOLDING TANK u. unsuitable lot system 1 Q S Zu 1 ®S 0 u 0 S Z I Q S Q u 1 CS Z U CS �U SOIL OESCRIPTION REPORT Boring # Horizon ) Depth (Dominant Color I Mottles (Texture I Structure lCorismencellBixerMy I Roots GPD /ft4 in. Munsell Du. Sz. Cont. C00 Gr. Sz. Sh. Bed ITrerx7t A 0 -20 10YR 5/3 - -- Isil 2msbk mfr gw 2vf-I 0.510.6 99 B1 1 20-34 10YR 5/4 - -- sil 2msbk mfr gw lvf 0.50.6 Ground B2 34 -47 10YR 5/6 - -- sil 2msbk mfr cs lvf 0.510.6 elov' B3 47 -54 10YR 4/6 - -- sl lcsbk mfr cs lvf 0.4 9 Depth to R 54 -58 10YR 8/3 - -- lmst - -- - -- - -- ( - -- _ -_`___ limiting l f a= 54" Rern�rtcs: Boring # A _14 10YR 4/4 ! - -- Isl 2f -msbk lntfr cw �of 10.5 0.6 >185> B1 4 -31 OYR 4/6 - -- sil msbk nfr �w �vf 10.5 0.6 B21 1 -42 �OYR 5/4 - -- sil 2msbk mfr lgw � Vf 0.5 0.6 Ground 92 3 ft. elev. B22 2 -50 iOYR 5/4 - -- sl lcsbk fr s lvf 0.4 0.5 ,.9 I R 0 -54 OYR 8/3 - -- l mst �- -- �- -- I- -- -- - -- - -- Depth to limning ! factor 11 I 1 Remarks: Nat"t- -Please Print JAMES 'D. FILKWS R ' a 'm (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 gg�" Oauc ¢l(a �9 7 CST NumCSTM03988 PAO.ERTY•?WNER SOIL OESCRIPTION REPORT Page mot 3 PARCEL 1.0- r Depth loominantColor Motdes Texture I Structure GPf]rtt� B�Roots in. Munsell Du. Sz. Ca Calor Gr. Sz. Sh. Cam Bed 1 TMrCM Boring # A —10 OYR 4/4 I - -- sl I2msbk Imfr Icw 2vf I0.5 D.6 182:;} B 0 -27 OYR 4/6 - -- sil 12m -csbk mfr Ics Ilvf 1 0.5 9.6 R 7 -30 OYR 8/3 - -- lmst - -- - -- - -- -- --- --- Gtound 1 elev. 9 oepm to IimiUng t _2 27 7_' I I Remarks: Boring # 1 I I I I 1 I Ground elev. ft. Oepdtto li mning facto( Remarks: Boring i I � Ground I I I I e1eY. It. I I I Oepttt to limiting I i factor Remarks: Boring # 1 Ground e1ev. ft oepdt to limiting Remarks: sBO.83SOf f1.OSl�a1 t PAGE 3OF3 SITE PLAN r �o 3 R'Velem,ot2x, 'TDP D� IPA/ Pig& -o Ei95ElyENT GoT 3� 3 1 � 8 —ig2 s o . NOTES: PROVIDE MINIMUM OF 2' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50! FROM I V1 WELL; 5' FROM LOT LINE. N OGDEN ENGINEERING CO. JAM D. FILKINS, CSTM03988 Civil Engineers & land Surveyors SATE: �l 97 113 W. Wata `715) 425.7631 Falls. w 1 54022 Wisconsin 09partment of Indusw. SOIL AND SITE EVALUATION REPORT Page .L of 3_ labor and Human Rolauons aiwslon of Satary S Buddkngs in accord with I LHR 83.05. 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 ST. CROIX not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL 1.0. dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION- PLEASE PRINT A i I R A REVIEWED BY DATE PROPERTY OWNER; l� PERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB LE R ' G .LOT 114W 1/2S 19T 29 NR 19 -6400 W PROPERTY OWNER':S MAILING ADDRESS _ 4 , f C L 4 hefts SU80. NAME 0R CSM a 260 COUNTY ROAD F TROY VILLAGE CITY, STATE ZIP CODE _ NE NU �+� ILLAGE OWN NEAREST ROAD HUDSON WISCONSTDTI 5401 ✓ TtA ✓�f ��5 �ifiC�CaMY [)Q New Cortstrtx dW use PC ) Residential ` of bedrooms (J Addition to existing building j J Replacement ( J Public or co Code derived chin► flow 600 gpd � design loading rate 0 bed. gpd/ft trench, gpdr Absorption area required �° bed. ft � trench, ft Maximum design loading rate : _bed. gpd/ft2 g. trench. gpollt Recommended infiltration surface elevations) BY DESIGNER it (as referred to site plan benchmark) Additional design / considerati ✓ Parent material DGS.5 �LG OoG o^11 Hood plain elevation, if applicable N/A It MEE ystem CONVENTIONAL MND IN-GROUNO PRESSURE AT -GRADE SYSTeA IN FILL H0L01NG TANK r system I CS ZU I OU ®S Cu 1 ❑ S Iff I 0S QU I CS ou 1 ❑ S Z SOIL DESCRIPTION REPORT Boring # Horizonl Depth I Dominant Color I Mottles � Texture � Structure I I Roots GP 0 /ft in. Munsell Cfu. Ss. Cant Color Gr. Sz. Sh. Bed Marion A 0 - 20 10YR 5/3 - -- sil 12msbk mfr j gw 2vf- 0.510.6 99 { 131 20 - lOYR 5/4 1 - -- sil 2msbk mfr gw lvf 0.510.6 Ground B2 34 - 47 10YR 5/6 - -- sil 2msbk mfr cs lvf 0.510.6 elev. B3 47 -54 10YR 4/6 - -- sl lcsbk mfr cs lvf 0.4 0.5 9 2.3...5. ft. Depth to R 54 -58 lOYR 8/3 - -- lmst - -- - -- - -- 1 - -- - -- - -- unatirtg facto 54" Remairks:. Boring # A -14 OYR 4/4 - -- sl 2f -msbk 'mfr �w �of 10.5 0.6 <`a185> : B1 4 -31 OYR 4/6 - -- sil msbk fr �w �vf 10.5 0.6 B21 1 -42 �OYR 5/4 - -- sil ,2msbk fr 6w of 0.5 0.6 Ground --7 elev. B22 2 -50 OYR 5/4 - -- 1 Icsbk fr s of 0.4 0.5 9.2 ft. - R 0 -54 OYR 8/3 - -- mSt �-- �- -- -- -- - -- - -- Depth to limiting fa= 11 1 1 1 Remarks: FNs°te--Roi Print jAMES 0. FM M phones (715)425-7 631 OGDEN ENC NEEA1NG Co., 113 WEST WALNUT ST, RIVER FALLS, AM 54022 Signamr.: / oar ¢ < 1 ° , f 7 CSTM3988 PROPERTY -OWNFR SOIL DESCRIPTION REPORT Page of 3 PARCEL I.0. A I Depth I Homes (Texture I S cture I�a�j�MV IRaot GP Tra, Honzon gin. Munsell au. Sz nt. Ca Co l o r I Gr. Sz. Sh. Bed �Trw= sonng # -10 OYR 4/4 I - -- sl 2msbk mfr cw 2vf 0.5 0.6 B 0 -27 OYR 4/6 - -- sil 2m -csbk mfr Ics of 1 0.5 .6 R 7 -30 � OYR 8/3 - -- lmst - -- - -- - -- -- --- Ground elev. 9 Depth to Iirniling tacror�� Remarks: 8onng # I I I I I I Ground elev. ft Depth to limning factor Remarks: Boring # Ground I ` elev. I Iii Oepm to lirtndng j factor Remarks: Bonng # C3 Ground elev. ft Oeptlt ro limning tacIlN I i Remarks:. S80.eS.'totR.0a1� PAGE 3OF3 SITE PLAN z.© r -�-o 3 / lo EAS��ENT �o T 3� 3 8 -�gz f � o . 8 99 a ° NOTES: I PROVIDE MINIMUM OF 2' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM V1 WELL; 5' FROM LOT LINE. I OGDEN ENGINEERING CO. JAM9 D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors / 113 W. Walnut St. River Falls, WI 54022 DATE: �r %� (715) 425 -7631 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM ti + Owner/Buyer 7c t� Lam. �C � .n ,._.. 1 r, ir. , �, , a Mailing Address / A3©i C o ✓��''r�._( �v .e. �.oc� ha. nl N S S 3 p a g Property Address C ' (Verification required from Planning Department for new construction) q City /State i1UDS0Q �\g Parcel Identification Number Cb � — J A / LEGAL DESCRIPTION Property Location, r /., L '/., Sec. Z4' . T�N -R 20 W, Town of Subdivision L y� . Lot #_. Certified Survey Map # Volume , Page # _ Warranty Deed # �5�� (493 . Volume Z Q'� , Page # S� Spec house �k yes O no Lot lines identifiable Aes O no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature faihue 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeymanpltimber, restricted plumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, 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 Rescurces, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the SL Croix County Zoning Office within 30 days ,of the three year expiration date. &". S dvej� SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE ••""•� Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department." Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed WAMMrr veto • - /� ► . 4xt�x 4 . TM! ON4 me& oahwm !MAX 2 T jot crane�rK • Tm na;�einera.et • IM�two.w. _,_, attttlsal� WlhlOmfb, That the sold Gnmtor, (Ora raiaabN eoltNdatatian +a.......wre a.. ya. •us4oasxaer�eoaen eoaveys to Grerdee do following described real am in SL crok cauty. Stars of Wisconsin: Jrt Lr<w1 t4keenatlon IVeMeq Lots I through 45, Lots 47 Rough 65 gad Late 6i tk=O 7o ofdw Pitt of Troy VIIIMe. 4: Croix CouW. Wim rain and Nat portion of outlet t of the Plat of Troy VINage 1 W an fthlbit A attached berew and Outlets I god J to the Plitt of Troy VWM% SL Croix Cowy. Wiwoa* A ponces GAM above Ms44yd pgwpp .JL._ bmmmd /l , I a Of ft O mwf4 fobs ). IIeelaaete rid Men A amemb �ea)GaslO Topw d n0 rirtler tae Nedamtl sM •lellMwei 1Meeete bebeliaq And t)enaers _ KYMY Ibat Ib• YQ• i t i•dld•y1Ne se fa Swok ad tit• rdW Ofe emw . ease mms, aaYMINS, P mimiord end highway row of way of rw6ard ad Wal %uwm as4 44bw ON mmm lts44'Hrr Zs day of MAL) �• .rs�� t3FAl i e !1 AUTH&WICATION ACENCWL&MMLW !TATS Of WLICONSIN Ga Mint : wAhendeated this Ally of , l 4rL_ Cower _.. • + Personally tamse before ate this _ . day of y dw aboa ataad T117 ., ATE BM OF WISCONSIN t a.•t, ew.ns,d by sug& IYeI. Stela) w Ina! hoomn eo be dw Oasott who a ocad dw fbr oph S Insim tent asd admowla+ tM s me. 7= e.Yr' USIO R WAS ORAM Set _ . Nomy Pablk Cowley. WIL Wi Ow be aetksaate/ x MONW Gee g.w w sw 111y eo meWssion is pa went. (If man vWkdI n dM 9ter •/a•we Mr � � wM biR� w ewaa w �r r.+.r.er •wna•�a I i r'1ly Deretepti BY. Inel CmvdAwx*eNB �;�Ii -iso TROY BURNE VILLAGE LEGEND TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN — •- ---,.' v = l 1 84 K awwoe MNl ar .a . OUTLOT t0 7O • . •• . • ........... • . • - "'lfam o7lons slo.n 1�7�p • 1=3Ac frS - - � �� �IRDFO 11lIKJt' 7!' COWAOZ IKEA 3 PARK 48 ' v , 1 At ww onaw[�a . . AOsr. IMI A,: 1477 1.1 1 86 I AC ...... 7JI ,438 AC ' 91 7Lw' ? GOLF COURSE 4 K • �!4� wwaAm° 'J^ AC 1411 /{ 14" A6 1 1.1.11 At • - 7/717 n 14111 Ac' «m v ,4u 13838 v OUTLOT 11 I LM AC SCALL 1 300' low x 1 1471 Ae «1w 1 DATE. 9-x97 b7 �p t X 438 Ae um '� ` 1 4 REVOM 2 -19 -90 L +f17�• ds3 w:o YT 177 1 ..>� In un Ae I.la! e' 48 rf'1isr. S l4as Ac lar A M t 4 y Ae t8v 'A GOLF COURSE 1438 K A G _ A ��� r 1 7 S�IA�r• � � AC r 11Tf3vJ Iri � 4 1���. 1411 r ` t a� v. 1 w re .,1i7o s�f� 71 0 i • 1 - v. ' , n 1 OiAO I r, ,�. WTI AC• 7 : h;M. 30 .` I 1 a x , 62 63 64 6 v ; 1.711 AA 1 I sr r r , h v. %M K WAwATM 7 - j / > t 1.738 Ac ,4» AC 29 � 1 8T. AMES PARKWAY � v 9 ulir 41s Ae .e. v +a+AC v. 700.11 77 v 738 I.01/ AC 1 I.1N Af y, 1 f S/. .110 AC M /4of AO A'ff U I 71 1477 AC / 7 r 1411 � / J e � 7 Ae iie A6 • �t ~ 2 �. GOLF COURSE 11 i' « C p�� 1' Ae ! v. EASDA M FOR ' .�h8 y. AREA — POND 8 A 17777 y: 1TAPCR.WY — r 1,001 K - OT 1407 K iAw AC' C t-oE -SAC. R-W f»s� 12 1381" v. OC EN G9EERNG CO. IM K SCALE IN FE T t a 113�W. W*AA SU Mm lok VA 54022 FUTURE LOTS ,' 1 ' K • (T 425-Ml IL a i eoor � ou Ao GOLF COURSE DAMIMMMMmooL 0 WAWArH 96 -2179 t i i I r I .