Loading...
HomeMy WebLinkAbout040-1249-00-000 `y ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT Owner Property Adze s o City /State LegaUescripti on- -� Lot _ Block * Subdivision/CSM # 6 H r � /U '/a ' /a, Sec. T�$fiT -RAW, To - ........... . ._ _ ... _ TIN # eo 5V0 SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer LJ Le4ja - Size ST/PC/42- 7s0 Setback from: House Well 6 P/I, S Pump manufacturer 63a, — e 3 ModelW l 1-- Alarm location tq vL._-_ (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: D Width __ Length / Im Number of Trenches Setback from: House as ,, Well g 7 P/L .24 Vent to fresh air intake ELEVATIONS Description of benchmark (.J -c Y VW, Elevation Description of alternate benchmark Elevation Building Sewer ST/HT Inlet. ST Outlet PC Inlet PC Bottom /Ob s 6 Header/Manifold 1 • ZS Top "of ST/PC Manhole Cover / 6 7 • a Distribution Lines( 1 / D ` j 7.5 () ( ) Bottom of System Final Grade Date of installation 8 /3 / / / Per 't number _3M :' 1 State plan number ZD `? Z Plumber's signature License number 2->-6 7 Date L _ /9 _ 9 Inspector 4 47v Complete plot plan �+ s 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 1> s� Q INDICATE NORTH OW . W fety and Buildings Dep artment ivision of Commerce Safety PRIVATE SEWAGE SYSTEM yS . CROIX � fety adings D Count INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitarMreQi7710: Perso� information you provice may be used for secondary purposes [Privacy Lev, s.15.04 (1)(m)]. r fg�Y H bftft5TiMENT LTg{iU))l Village ❑ Town of: State Plan ID No.: CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Towje!�- 249 — TANK INFORMATION ELEVATION DATA A9900035 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic (ZSO Grp Benchmark Dosi ng - I I y eration Bldg. Sewer H St /Ht Inlet TANK SETBACK INFORMATION S utlet TANK TO P/ L WELL BLDG. Air I to ntake ROAD et Air Septic 0I ) O 3 NA Dt Bottom a Yy/ 00, Dosing + G 0 >p0 3 NA Header/ Man. a , 00 g Aeration A Dist. Pipe /' f ld� Holdi Bot. System 3 " 14 5 9 3 PUMP / SIPHON INFORMATION r Final Grade Manufacturer c �5 J- Demand S� � ale .� Model Number �� `�0 GPM © 4 2 2 z TDH Lift S Friction Syste TDH t ' Loss Forcemain Length `af Dia. r/ Dist. To well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length I No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 'E v DIMENSION SETBACK SYSTEM TO P / L I BLDG I WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type O �Z� f 7 CHAMBER Model Number: System: Z Q �O �I OR UNIT DISTRIBUTION SYSTEM Z / CD Header /Manifold Distribution Pipe(s / r �� x Hole 'l / r Size x Hole S Vent To Air Intake /t ' Length z Dia. Length - I Dia. I Spacing 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 B COMMENTS: (Include code discrepancies, pers present, etc.) ��e' 1, C O . `L� c t -ti 3' Gs f 7 - 00 1> 1a'r'_ f e i"_ LOCATION: TROY 24.28.20,SE,NE 3 T. ANNES PKWY — TROY VLG LOT 50 Q 5ysk.1., was W^J L-?A& 4 %%AA AAA - Gc.� • o,,A p6uA� �,r Cew d:2 " Q,vW Gy'c 4°e- 14- Y4Z. Wt'�{►..r s eck a'U aaa_ . S is $ �,`I,� ANOM , 3w� *2 &—Jk ). ` .- ttu.I i 4u MQu sl� !" se:i bsnn4 sle�►►..•�a1s, �l U j Ale . P,e�, �c>' o►o.� w a IN Plan revision required. ❑Yes � No Use otheWde for additional information. ` SBD -6710 (R.3/97) Vj I spector's Signature Cert No. X �`- - ke �It�( ADDITIONAL COMMENTS AND SKETCH y SANITARY PERMIT NUMBER: v b i 3 f .x t E , 4 E " a f _ v . A E a { r + D s E ,. 0 k � r{ F g f E � 3 t pVT � i C4 fl — F E g aff i o 3 G� X 12x 3 1 b 3 f { ,. SANITARY PERMIT APPLICATION 2 i B n l gtorn A ve Divi sion 01 E. Wash `�SCOnS % n P.O. Box 7969 Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 - 7969 • 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 N umber 321177a The information you provide may be used by other government agency programs ❑ Check if revision to previous appilication (Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATI N Pro y Own ame , Propert Location SE Ira �11 E1ia, S Tag, N, E (o Property wner's Mailing A re s Lot Number Block Number (li a C'7 tit , State Zip Code Phone Number Subdiv ion Name or SM Number ( ) C PE BUILDING : (check one) 1 ❑ State Owned ❑ It� N =estRoad Public 1 or 2 Family Dwelling - No. of bedrooms own of --f 1 1 w� III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Numbers) Z . 2 ZO. 12-3 1 [] Apartment / Condo 11- - 00c.) 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_ ❑ Replacement 3, ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System _ -_ Tank Only Existing System ________ Ex(stlnc�5ystem 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 [] Holding Tank 12 [] Seepage Trench 22 In- Ground Pressure 42 ❑ Pit Privy 13.❑ Seepage Pit 43 ❑ 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 Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) �' Elevation t� .540 .$ a ra /, Z 3, Feet /O y Feet VII. TANK Capacity in gallons Total # of Prefab. Site Fiber Exper. INFORMATION New Existing Gallons Tanks Manufacturers Name Concrete stun- steel glass Plastic App Tanks Tanks �T n p 4e4dimJsfdnk OAS 0 ' c /S ❑ t ❑ ❑ ❑ ❑ 1 Pu M7 ] l !7 ,� ❑ ❑ ❑ 1 ❑ 1 ❑ VI11. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for in a a ' n of the onsite sewage system shown on the attached plans. Plumber's Name: (P PI be ' Si azure: o S mps) rMP/NMPRSW No.: Business Phone Number: C Plumber's Address (Street, City, .Sta Zip Cod s ca r IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater D ate I ssued Issuing Agent Signature (No Stamps) "Approved []Owner Given Initial /Z D_/1 J Surchar Fee) Adverse Determination 60 �tKr►/1 v X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBp 6398 (R.11/9B) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner. Plumber i t Safety and Buildings 2226 ROSE ST LA CROSSE WI 54603 -1905 �sconsin Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary Department of C o m merce February b ary 9, 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: 01/21/2001 Identification Numbers Transaction ID No. 207926 Site ID No. 166245 SITE: Please refer to both identification numbers, Site ID: 166245 above, in all correspondence with the agency. St. Croix County, Town of Troy SE1 /4, NE1 /4, S24, T28N, R20W Facility: Troy Burne Village - Lot 50 FOR: Description: Mound Object Type: POWT System Regulated Object ID No.: 446839 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 01/20/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 6rd 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 n Q i� Can 1 _ 1 SD ' • � \C�Z emu, M tJ 55 :3 a y R WORKSHEET - MOUND SYSTEM �S G - L " ✓4* /v �O SA,cFrY ? 0199 PROBLEM: Design a mound system for a The site characteristics are: Depth to groundwater or bedrock � in. Landslope _� % j a Percolation rate Distance from dose chamber to distribution system _So _ ft. Elevation difference between Dump and distribution systern $_ ft. Step 1. WASTEWATER LGC D _ ( Ot `oa'^'�` lam gal.' Step 2. SIZE 'THE ABS02PTION AREA p. 0?11 •n0y 0 A) Area required ( ,,.l.VL C tl S iq. ft. �F opMa'� 191b� � B) Bard or trench length ( } Pp¢�MEN f o ft. oe C) Bed or trench width (A) \ ,,a 1v1s pE� -S ft. D) Trench spacing. (C) Wastewa er load .24 val /fI: /day 3 _ N f t. tre i;� ems Step 3. MOUND HEIGHT A) Fill depth (D) I� L^, ft. B) Fill depth (E) D + slop (A ft. / +C, oy X C) Bed or trench depth (F) 43 rt. D) Cap and topsoil depth (G)' ft. a E) Ca an topsoil depth (H) ft. ,i ?�.n I f bec; .rice rvr'-7�u ^ � PY Kc rv\N Ss 3� SF Y�i 1.% E Y' S -% a$ N ' Q -ac, �J Step 4. MOUND LENGTH A) End slope (K) _ � + E \ + F + H x 3 ft. x3 1A P ,g3 a B) Total mound length (L) R.B + 2_(K) _ /a��6 ft. Step 5. MOUND WIDTH Al) Upslope correction factor = � A2) Upslope width (J) (D + F + G)(3)(factor) _ ft. C/ +, 934 3 x 8q = 7.55( B1) Downslope correction factor = /� B2) Downslope width (I) _ (E + F + G)(3)(factor) _ 16+ ft. MY t/0,31 C1) Total mound width (W) for bed = J + A + I a.3 ft. C2) Total mound width (W) for trenches = J + � + (no. trenches -1) (c) + A + I'- ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil = 5 „ gal. /ftz /day B) Basal area required = wastewater flow natural soil infiltrative capacity = `oo ' MOO sq. ft. C1) Basal area available for bed for sloping sites = B x (A + I) - sq. ft. C2) BBas W are J a +ai le for t renc h for sloping sites = sq. ft. l t- : /ago C sal area available for trench or bed for level tes B x W sq. ft. Ll.:;:;Tl;;�` Step 7. DISTRIBUTION SYSTEM 7A) SIZE DISTRIBUTION SYSTEM 1) Hole size = in. 2) Hole spacing = in. 3) Distribution pipe length a in. 4) Distribution pipe diameter / i in. 5) Spacing between distribution pipes = o in. 6) Distance from sidewall to distribution pipe 30 in. 7B) DISTRIBUTION PIPE DISCHARGE RATE ft. 1) Number of holes per pipe 2) Flow per pipe ap GPM 7C) SIZE MANIFOLD 1) Manifold is „�, central/ _ end 2) Manifold length o 3' #f Tte- O ft. 3) Number of distribution lines a �^ 4) Manifold diameter .3 in. 7D) SIZE FORCE MAIN 1) Minimum dosing rate = GPM r 2) Force main diameter = in. 3) Friction losso� = J ft. 7E) TOTAL DYNAMIC HEAD 1) Vertical lift = _ c�• ft. 2) Friction loss = ft. 3) System head 2.5 ft. _ �,S ft. 4) Total dynamic head ft. r y Cof, k4 0Y I ] 3 C�u:�r 4"S a s 7 I rah U <«co Lc T 7F) PUMP SELECTION 1) Pump selected will discharge GPM at J.5 ft. total dynamic head. 2) Pump model and manufacturer 7G DOSE VOLUME 1) 10 times void volume of distribution lines /oZ gal. /cycle 2 Da y it wastewater volume -' 4 doses /24 hrs. ISO gal./cycle 3) Minimum dose volume a .54( �$ gal. /cycle ,3x5 � 7H) DOSE CHAMBER 1) Minimum capacity required a 7S� gal. Date:— i tj I i i u � NO3 1 Sl I _ t I l f 1 ; I - 4 _ � r I ,o I I _. / I - -- - d M CUM GS - l OEpAR'f MEN gU1 0 i til / So SSE GO I 5 -- pay` Of `i cal ,c, 3o/ N-0 L-6r Straw, Marsh Hay, Or I r�.l Synthetic Covering I A TtA C 12'5 Distribution Pipe Medium Sand — �,�• � rr �_ r G To s ll= l % Slope Bed Of 1 2 , "-21% Force Main Plowed Aggregate Layer D Ft. E Ft. Cross Section Of A Mound System Using F .,8 Ft. A 'Bed For The Absorption Area G l Ft. A 5 Ft. N _ 5 Ft. hd: B /ofl Ft. hse Number: �)Q�p 5 3Z K / 013 Ft. ` 1 9 L /.?a, Ft. d 7,t, Ft. of Position / z1 Ft. '— Force Main W -?3 Ft, L Observation Pipe --� s 6 I< I � Distribution. ed Of 2 »— ? 2 Pipe Aggregate I Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area P Page _•,_• 0 I Per (orolod Pipe Oelall End View End Cap ) P4f (orals d PVC Pipe o i�o ic e Hotae Located On poltorn, c Are Equally Spaced - X D.S r raQ Lott Holt Should 13e _ R-1 7o End Cap Dittribulion Plpe Layout P .49 Ft. R (` V S •{ X Inches Y Inches Signed: Hole Diameter _ e Inch License ? {umber: 7 Lateral /z Inch(: s) Date: Mani fol d " �— ' Inchc �/— S ` .99 Force Main 3_ Inchij; Hof holes /pipe 17 Invert Elevation of Laterals /D Ft. .S EPTIC TANK S PUMP CRAMBE CROSS SECTION AND SPECIFICATIONS i� n GRA £ ic 'ST 's7 4 CI VENT PIPE 12 MIN. ABOVE WEATHER PfiOF try 25' FROR.DOOR, WINDOW OR JUNCTION BOX APPROVED' FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER FINISHED GRADE 4" Cl RISER• W/ PADLOCK & WARNING LABEL 6" MIN. ABOVE G�ADE — _�--4" MIN. 18" IN. 6" MAX. �c INLET WATER TIGHT SEALS TIGHT: 4 " BAFFLE A SEAL GAS - i APPROVED -�-- ALM JOINTS W/ CI CI PIPE B PIPE 3' ONTO SOLID TO -�- i ON SOLID SOIL C SOIL dc�t RISER EXIT PUMP OFF ELEV . q S.s FT. ►- 1- r` 0F D PERMITTED ONLY IF. TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC ! DOSE TANK MANUFACTURER: 2Y' NUMBER 'DOSES PER DAY: T TAN SIZES SEPTIC /a50 GAL. DOSE VOLUME INCLUDING - DOSE 750 GAL. FLOWBACK: /80 GAL. ALARM MANUFACTURER: 5J' ��,� --}� i 4_ CAPACITIES: A = INCHES = �a,4 GAL. . MODEL NUMBER: /p� ff,t•y B - 2 INCHES = 0�9� GAL. SWITCH TYPE: �/o t - PUMP MANUFACTURER: �4 \ C = a INCHES = 18 6, GAL. MODEL NUMBER: l,)Io 3 /o. SWITCH TYPE: F�leaA D = 6 INCHES = $$,2 GAL. REQUIRED DISCHARGE RATE D GPM PUMP 6 ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . ... . . . . . . 2.5 FEET + So FEET FORCEMAIN X ,1 FT /100 FT. FRICTION FACTOR , , V/ FEET T.OTAL DYNAMIC HEAD FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH D ; WIDTH g a ; DIAMETER LIQUID DEPTH S`/ /4 SIGNED: LICENSE NUMBER: S 7 DATE: 1 /IIII • U HU E FLUAT PU _�� �'' rt t\ .try �fr� . l'•!6�� LIST DISC. � :y �;`, : . ,;7s•,: ; , t. mt1PEPO311 142 M0311 1/3 lip 115 V EtEltrnt mry 1/2 s olids 25 172.10 4: t, 1 1; .; ? Effl .e�� MODEL EP0311 r 'RT , ;1 }- ? N :' 1.11 p AcMAJ FEET SIZE 3 /a rr SOLIDS 15: ' a 20 1. "r• rti.,, .. O 0 00 4 e 12 to 20 24 2e 32 36 40 • � oPn1 1 _ t 0 2.5 5.0 7.5 m'/A. CAPACITY - =? PeiiormancQ &Tzh v .' Curve Vff m r[ct ,? ' {* MODEL � ; 17 — — - — — — - — — SIZE 3 /4' Solids 7. g V 0 10 20 00 ' AO • '60 t0 '10 00 00 t00 110 •' 120 0 M CArnClrV CI I IL 142 M31It. 0 lip 115 V Lott 11 3/4 eolldsi AA 329.35 c' t a. Tolilm 142 VE03114 1/1 lip '115 V tbA if 3%4" e6lidsl 491.55 329.3S' y . 07JNTO;1111 142 Ito5hil 1/2 1R• 1i5, V 111,D i 11 �/V .t6lid, ' ':104'625 '41.1:05 try: ;; %,• '• ax;NE071211 142 h'E0712H 3/4 14P 230-V liiph I0. ]/4" fblids 1j4).65 565.2S +• .,, SEE fCi<.I.-o•tItt; P/•GE FC(t i'fltll7tMAt;> =E AND SPF>rZFIUTZCiU ^ ^. "� `' + •" ! ^� " DATE 10 oevr 30 PAGE 07U TUE 09:40 F.AX 715 386 4686 ST CRX CO ZONING 2002 'irl+iscortain mrtr« *.nt of Commerce $OIL AND SITE EVALUATION Page t of 3 Olviston of uty and BuBdings in aceand with corrxn 83.05, WI Adm. Code EavitotticxtWB Design A'�adi c x v. - s site plan on paper roof less then $A x 11 ln&&S in size. Plan mutt County an inckAe, b, vt Ntnttad to: verftd d rrptftor"i raratarocv Point (), di woon and St. Croix _ pveerR st, , scWe or djm,6n% m, north arrow, and bmion and distance to nearest road. Pampa! I.D. #� APP LIC i'1 INFORMATION . ROM" print a!! lrtformat[On. Reviewed By Date Fe�rna( im urw you pr*4& may be ueed for aeourod0ry p (PAY Law, s. 15.04 (1 ) (m)l. property lasr Property Lawton _C01T. al Devel -0 np • _ Govt. Lot SE 1/4 N 114 S 24 T 28 N, 20 W Property gar's i11ng Address Lot # I Dock # i 5ubd. tVartre or CSM# - 1 2.301 m ra1 A NE, Suite 23( so I I Tray Hume Villw G'ty State Zo Code PhoneNumber .F1 City [] w*e F)Tawn Nearest Road ir,srtt� �lis UN 55434 Tray St Armes Parlcvvey No onstrvcilon LIU: Residential l Number of bedrooms 4 _. nAd( $onto existing bulding `1 Rel ---vxi ent Public or corrtmerciai describe Code D ed daily Acm 604 gpd Recommended design ios ing rah 1 •? bed, 9Pdffl° --L2 --- , gpd,* Abgo area required 500 bed, fF _5_QL trench, iP Ma)dmum design boding rate 1.2 bed, gpdllf 1.2 trench, Wff Re=p i(sed infiltration surface elevation(s) 103 ft (as rebrr'ed fa site plan benclmar Additior Jm: Rn'sibecoflsideratioq Pa grial �.s Ower Glacial OutWash Flood Sin elevation, ii lic" N ft I!N S yStern t Con entbnxi Mound In•Gmund Pmssum AT -Grade System in FW Holding Tank IN) for System C1 g 0 U � 2 S 17U 0 S® U f] S O U ❑ S s U i n 5® U SOIL CRIPTION REP OR Depth Dominant Color AAottles stucture GPD/W Boring# r•iz0t1 in. Munsd Qu. SL. Conk Color 76xtvre Cdr, SL Sh. ^1S9e Boundary Roots Bed ? Trench 1 a 29 t 0yr3/2 - I st 2m sbk mvfr ow i f 5 6 2 29- 7.5yr4/4 - _ Ifs Imsbk rnvfl' cW - .4 ` 5 Ground 1 3b.40 - �7.5yr4 /6 c2d50/8 M sit Imsbk rnfi - ' - .2 .3 1011t lim itin g De pth 1 War 96 i 1 0-30 10yr 312 _ - sl 2m*k tnvfr ow t P S 6 2 30 -39 7.Syr414 - 1& lmsbk mvfr cW - .4 .5 Ground Y 3 l 19 7 .5yr4/6 c2d5yr6 /8 SU lmsbk mfi - - .2 3 1(14.47 Depth to r �- A limiting j C factor U CST Na; ;r%we Print) Signature: ,�_ hone _ Thos G Nelson 9 Address :rA'kvnmts ttal By Design M � Date C9 f •132 120th Street,, New Richmoad, W1 54017 12/14198 2605 127 e, .12/29/4^8 TLE 09:40 FAX 715 386 4686 ST CRX CO ZONING IZ003 PWPERT - Y ' t� �c "� �-._ SOIL DESCPJPnON REPORT +n Page 2 0# 3 WCEL 1.0 Enviconbo -tal t-- , :� ~ p�p6t Dominant Cdw Moitlea , Ted Sturture Boundary Rooffi —. M ,rizon Munsd Qu. Sz Cruet C�or Cu, SL Sh Sed Trar>ch 3 1 = 0 -32 1.Oyx3 /2 - -- -- - - -- _ 2msbk ruvfr cw 1f 5 .... 6 .1 .......4 _..._......rte •_•- -_ 2 32-40 7,5yt3/ clfayr6i8 �.. sil imsbk mfi - - 4 S 10 3,16 ft Depth IA _ fadar 32 i .... { Cxaund I • � � � •- eleu _ Deo to faftr 1 Ground eiev - DWlh to .Y 3-marks Ground14... .. w... � ._ _ •~ . elev 12/29/98 TUE 09:40 FAX 715 386 4686 ST CRX CO ZONING Z004 . - ENTM BY O D E 1432 120' STREET', NEW RICHMOND, WISCONSIN 715. 246 -2454 ]1 Y BURNE VILLAGE PAGE 3 S NE a6, SECTION 24 T ---2-a T INNS W COUNTY t� C O W in 1 4 Ole r u, sl &Cres -��LE 1" =40 Tom Nelson I 11. WEST LOT CORNER ELEV. 100' 227387 1 J[2. BASE OF OAK TREE ELY. 10 7.50' 1 b � � I � 1 � I 8�. I �- 1 IS a ooll ' 00, 1 00 wr 1 � g 1 ' S 1 �,2 'rRC7`� 6U 12N� vIU.A4 , 00(o o F -rr?o�( .�,017 he i M � � hts�►'� i � � nnt-� ►1�, Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 .Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental BY Design Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please print all information. Rev' By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). .. q Property Owner Property Location Continental DevelO went Govt Lot SE 1/4 NE 1/4 S 24 T 28 N,R 20 W Property Owner's Mailing Address Lot # Block # S CSM# 12301 Central Avenue NE Suite 230 50 1 Troy Burne Village City State Zip Code PhoneNumber ❑ City ❑ Village ®Town Nearest Road Minneapolis MN 55434 Troy St. Armes Parkway ❑ New Construction Use: ❑ Residential 1 Number of bedrooms 4 []Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate 1.2 bed, gpolll? 1.2 trench, gpd/fl Absorption area required 500 bed, fl? 500 trench, ff Maximum design loading rate 1.2 bed, gpd/fF 1.2 tr ench, gpd/flz Recommended infiltration surface elevation(s) 103 ft (as referred to site plan benchmar Additional design / site consideration Parent material loess Over Glacial Outwash Flood plain elevation, if applicable NA ft S= Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ❑ S ®U ® S❑ u 1 ❑ S® u ❑ S M u EIS M U ❑ S® u SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/fF Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ; Trench 1 1 0 -29 i Oyr3 /2 - sl 2msbk mvfr cw if .5 .6 2 29 -36 7.5yr4/4 - Ifs l msbk mvfr cry - r .4 6 .5 Ground 3 3640 7.5yr4/6 c2d5yr6 /8 sil lmsbk mfi - - .2 .3 elev 101 ft Depth to limiting factor 36 Remarks: 2 1 0 -30 1Oyr3/2 - sl 2msbk mvfr cvv if .5 i .6 2 30 -39 7.5 yr 4/4 - ifs lmsbk mvfr cw - r .4 ! ' .5 Ground 3 3946 7.5yr4/6 c2d5yr6 /8 sil lmsbk mfi - - 2 3 elev 100.47 ft 7 Depth to ` x limiting factor A y t 39 I i Remarks: CST Name (Please Print) Signature: ,&e home o. Thomas C. Nelson 2 Address Environmental By Design Date CS of # 1432 120th Street, New Richmond, W1 54017 12/14/98 2605 127 PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT 127 Page 2 of 3 PARCEL I.D.# Environmental By Desi Depth Dorrdnant Color Mottles Structure GPD/fF Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. nsistenc Boundary Roots Bed Trench 3 1 F32410 ? 0yr3 /2 - s1 2msbk mvfr cw if .5 .6 2 7.5yr3/2 clf5yr6 /8 sit lmsbk mfi - - .4 ' .5 Ground elev 103.16 ft Depth to limiting factor 32 Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: N BY D 1432120 STREET, NEW RICHMOND, WISCONSIN 715 -246 -2454 Q TROY BURNE VILLAGE tot* PAGE 3 SEY NE Y4, SECTION 24 T 28 N, R 20 W TOWNSHIP TROY couNTY St. Croix W' nsin A n � 1 4 01 0 Sl '50�b 1� Z SCALE 1" =4 0 Tom Nelson BM 1. WEST LOT CORNER ELEV. 100' 227387 BM 2. BASE OF OAK TREE ELEV. 10730' A nn o Palk O f it 1 Wisconsin Oeparcnwnr Of Indus". SOIL AND S 1 T E EVALUATION REPORT Page 1_ of i_ I iboe and Human Aoiauons DMsion of Safery & Bwldn9s in accord with ILHR 83.05. Wis. Adm. Cade • COUNTY Attach complete site plan on paper not less than 8 12 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (BM f n a / . of sbpe, scale or PARCEL I.O. u dimensioned, north arrow, and location and distant o APPLICANT INFORMATION- PLEASE PR L INFQIMATI REVIEWED BY GATE PROPERTY OWNER: rV - ERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND B LOT 1 /4W 1/2S 19T 29 NR 19 -F+(�W PROPERTY OWNER•:S MAILING ADDRESS _ -91:6t: (I SU80. NAME OR CSM 0 260 COUNTY ROAD F � ST CRC?IX g' TROY VILLAGE CITY, STATE ZIP CODE P E Q ICE ILLAGE OWN N EST ROAD HUDSON W V 54016 Y Rr4wwY New Construction Use IX I Residential! Nu j I Addition to existing btak ing j ] Replacement ( I Public or commercial desaibe Code derived daffy flow 600 gpd Reco nmended design loading rate bed, 9p • 9pf Absorption area required DD bed. ft trench, It Mawunt design loading rate D S bed. 9pWt L G MICh. 9pd4t2 Recommended infiltration surface elevations) BY DESIGNER It (as referred to site plan benchmark) Additional design ! site considerations f o T� 5 ON E 3 Parent material L Dv"rui�' Flood plain elevation, if applicable N/A ft S 7U ble fof 5}ISI@fn CONVENTIONAL. MOUND INGROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U tar systern I❑ S I� I WS ❑ U ❑ S CZ I Q S ®U I ❑ S �U I❑ S �U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Motses Texture Sere Consistence 1 13cu>dary i Roots GPD /1t . in. Mun ell Boring # A 0 -7 10YR 2/2 1 - -- I sil 1 2msbk 1 mfr I as 3vf 10.5 0.6 B1 7 - 1OYR 4/6 1 - -- sil 2msbk Imfr I cs 2vf 0.5 0.6 Ground C 15 -86 10YR 5/6 I - -- s 10 I I - -- v l .7 0.8 elev. 8 83. O tt 1 1 Oeptn to limning factor 86'1 1 Remarks: Boring x Al -10 I l OYR 4/ 3 I - -- 1 ( I I I sl 2csbk mfr I cs 3vf -m 0.5 0.6 .665 A2 10- 22I10YR 3/2 - -- ( sil 2msbk mfr I cw 2vf -i 0.5 0.6 B1 22- 38I1OYR 4/4 I - -- sicl 2mabk mfr I.cw 2vf- 0.4:0.5 Ground elev. B2 38 -62 I10YR 4/6 - -- sil 2m -csbk mfr I cw lvf 0.5 0.6 8 88.3 ft. - B3 62 -75 lOYR 7/4 c2p 7.5YR 5/8 sil Ilcabk mfi .aw lvf - -- - -- Depth to limiting C 75-80 110YR 6/6 - -- S l nqa M1 - -- Remarks: Names -�Iwe Print JAVES 0. FUWS 0nw (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WW1 54022 Daac 7 CST CSTM03988 i - - - PROPER" OWNER SOIL OESCRIPTION REPORT Page 7 of 3_ PARCEL I.D. t Oepm ' i::m,nant CJlat I tNOmes (Texture I Structure Ic.�tsnceiBasray Aocts g�nq x Horizon in. I utunseu Qu. sr Curt. caw I Gt. Sz. Sit. I 98o r�erat 1 Al 0 -12 10YR 3/3 - -- 1 sl 12csbk mfr 6w i 3vf 0,5 A2 12- 28 ` '10YR 3/2 -- sil Lsbk I mfr law 12vf- B1 ___ l 6 m -csbk 1 mfr I I Gtotnd I28 -57 lOYR 4/4 I etrl►. I 885.GIt B2 57- 77I10YR 4/6 If If SYR 8 I 6cabk mfr -- lvf - -- .� ff Ono to f lown Remarks: Baring # I I I I I I G Yund I I ft Oetuh to limiting taCti)r i � I Remarks: Boring 1 Ground eiev. tt. ({ II I I I Depth to ` limiting I i fa= Remarks: Boring # I Ground elan. ft 060 to li miting Remarks: -- 560.8�101A.01lID� ' PAGE 3 OF 3 SITE PLAN / NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO _ BE A MINIMUM OF: 25' FROM DWELL 50' FROM WELL; 5' FROM LOT LINE. SCALE: 1" = 40' Z-07 S/ 407- S0 w � V1 I $ 0 S / 0 I p P ��X lf- ' OGDEN ENGINEERING CO. JAMES 0. FILKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls, WI 54022 DATE: (715) 425 -7631 WjSft•npn SOIL AND SITE EVALUATION REPORT Page _I of labs! and Human Relauons O wfswn or Safety & 1R%kkn93 in accord with ILHR 83.05. Wis. Adm. Code l 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), di n at sbpe, scale or PARCEL I.O. q t . dimensioned, north arrow, and location and distance to great, road. ' APPLICANT INFORMATION- PLEASE PR , "L,1F0 INT AEON REVIEWED BY DATE PROPERTY OWNER: ` PRO LOCATION E 1/2S 24T 28 NR 20 W 114W 1 /2S 19T 29 NR 18 - 644lW TOM RUEMMELE & JOHN AND BARB R )r`�" �� PROPERTY OWNER':S MAILING AOORESS 1 , 7- „5 OT '.� SU80. NAME OR CSM 0 260 COUNTY ROAD F C � o/ `� 5 TROY VILLAGE CITY, STATE ZIP COOE P G OFF ILLAGE OWN N EST ROAD HUDSON W 54016 (7 ) - DO E � 15ir Aeves ix :wwr D4 New Corlanction Use (X I Residential I Number at o ( Addition to existing btuiding E j Replacement ( I Public or commercial describe Code derived daily n 600 gpd Recommended design loading rate e9, bed, gpd* ' Venclt. 91)(112 Absorption area required 5 reP bed. tt � trench, 9 Maximum design loading rats O, S bed. gpdM ! G trertch, gPdM Rocca moded infiltration surface elevations) BY DESIGNER it (as referred to site plan benchmark) Additional design I site considerations SE o TAGS oN , '44Gi E 5; Parent material X55 u,�,��5 Flood plain elevation, if applicable N/A ft S - Suitable for System CONVENTIONAL MOUND IN-GROUND PRESSURE AT•GRAOE SYSTEM IN FILL HOLDING TANK I U= Unsuitable for system 1 O S tau ZS O U Os 2 ( CS ®U l O S a u � O S 9U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure ConsGMnca Bou Roots GPD /tt -- in. Munsell I Qu. Sz. Cont Color Boring # A 0 -7 I10YR 2/2 - -- I sil l 2msbk l mfr l as 3vf 0.5 0.6 : . w .> B1 7 -15 10YR 4/6 1 - -- sil 2msbk mfr cs 2vf 0.5 0.6 C 15 -86 10YR 5 6 l -- s Ose l M1 1 1Vf 10.7 0.8 Ground l elev. 8 83. O tt. l Depth to I limiting fa8tot l I ( I I 86" I if Remarks: 8onng $ I I i - -- Al 0 -LO 10YR 4/3 I sl 2csbk mfr acs 3vf - tn 0.5 0.6 565 A2 10- 22I10YR 3/2 - -- ,sil 2msbk mfr I cw 2vf - 0.5 0.6 B1 22- 38I10YR 4/4 l - -- sicl 2mabk mfr �cw 2 0.4 0.5 Ground elev. B2 38- 62I10YR 4/6 l - -- sil 2m -csbk mfr cw lvf 0.5 0.6 8 B3 62 -75 10YR 7/4 c2p 7.5YR 5/8 1 sil llcabk mfi law lvf - -- - - -- Depth to limiting C 75- 80110YR 6/6 - -- I f�;r I l Remarks: Fftonc—Asaiiiii JAMES D. FIUCWS Ptaw (715) 425 -7831 OGDEN ENGWEERING CO.. 113 WEST WALNUT ST.. RIVER FALL S. / WI 54022 Signaw Sam. Daac CSTM03988 PROPER•T1Y ,OWNER SOIL DESCRIPTION REPORT Page of PARGELIA st ' i:: t +Want Cstor + Bortnq Mortzort+ gin. Orin ` munseu au. - A*=es Z cam Cw I Texture ` Stru=fe Gr. Sz Sh. I I�� I R....1 38C O T'Mr= Al 0 -12 110YR 3/3 I - -- I sl `2csbk mfr ` 581:# L A2 12 -28 110 YR 3/2 - -- 1 sil L�msbk 1 mfr law ` 12vf- Grand B1 128 -57 10YR 4/4 1 - -- 1 girl 6m -csbk 1mfr w I 1 l eMr. I I I � 885.6ft. B2 57 -77 10YR 4/6 if if 5YR I Izcabk I mfr 4- -- lvf - -- - -- Dario 1 ( ( 1 1 l MUM fatsat 1 1 1 1 l' 1 57"_ Remarks: Bonng # 1 1 1 1 Ground 1 elev. tt. Depth to 1 1 limstitbg f actor 1 l 1 l 1 Remarks: Boring ( ( I 1 1 I 1 l f i I l Ground 1 1 1 1 Nev. It. 1 1 l Depth to limiting I 4 faCior 1 ( Remarks: Boring # 1 Ground elan. ft I Depth to lin" Factor 1 1 Remarks: - i seo.extora.ottra� h PAGE 3 OF 3 SITE PLAN / NOTES: PROVIDE MINIMUM OF P SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO _ BE A MINIMUM OF: 25' FROM DWELL 50' FROM WELL; 5' FROM LOT LINE. SCALE: 1 " = 40' L07 So 1 Ilk; 'ce �I O� � I,41Z� CAI CH�Q o �5 OGDEN ENGINEERING CO. JAME FILKINS, CSTM03988 Civil Engineers & Land Surveyors to /g 7 113 W. Walnut St. River Falls, WI 54022 DATE: ! (715) 425 -7631 t PROPERTY tY MFtt SOIL DESCRjPMN'R�EPQRT p $ps 3 PARGIL l,0 rriLOlY Depth bals Wit Calve s Stttt�ure ° ' I"vPDllr ,. in. Munsm Gu. St, tone. Color Iii Boundary Rom Eked 7n�ch ;.. r3 3::a' • 1 0.32 10y12 _ r _- .�..,,. ,.. 2?1r.> >'i mv8r cw if 5 6 32.40 1 7.S /2 aA Syr" 1 :x•16 R � -. '- D�th b -• � •� ,•, (im►ilrt� _ . factor I I mal1ca: I$ I ��2 1 bround NO lim4irlg _ p factor 7:i,7, — — — hx -- Ground - *V DWlh to M. vkw 14 — Iln'tprq omams: EO /Z0 39bd OEE6 -98L -809 bZ :OT 666T /TZ /T0 i D IC51GN 1432 120th STRW, NEW. RICHMOND,. WISCONSIN 715. 246 -2454 a $8 � , 3 ROY B iJ .L�.J,� E VILL , PAGE 3 T TOWSH 11 COUNTY , In Sl vPG. (4 1 1� r rr /' �� u 1 -40 Tom Ndm I L WEST LOT.CORNER ELEV. loop 227187 1. BME OF OAK TREE ELIEv. I07.sa g� A P'n s L k N E0 /E0 39Vd 0EE6 -98L -809 bZ :0T 666T/TZ/T0 ...,.1,{ + - .�.. ; . ; w rY.- w as „ r'. r. '.. v' k0maln xtrwem at Commerm AND SITE , E V- ALUAlON Pape _L. of 3 OMstan or my and eutlgitW in atawd with cc Attach cm v* Ww pi an an pppaper nd less then 8t4, x f 1 kodm in Post -It• F8x' Note '' : , 7671 Date • 4 &+cues, b, Vt itnlaed to: rer,fosl end horkarlef re etrt” pow W, d � . F p eet , scale er dltnAffows, ninth wow. WA loosaee eras dboo�n ROp , cSl.11SCtiC-R. mm APPLiC rr wofwAnm - pl"m pain! im1! bti�orraa �° `ZON.' °q" Pe7ittlli W anion yw taaAEr "m b 4ad for es'wxiary pFPMM i 1r Phom Phone 1 p Fax -# •. Fax # mDetty t,er Ga'si;> Conti n 111 'Devvloynmm N(c) -j /l C,"A1S'�:E . 'TK ^#ZKS PrcfonY ices Me1lnp Address - 12301 L oral Avenue NP.� ftTe 23 _ Nteateat Ro _ Car 6t4a Yip Cods PheneNumler 1 1:1 Clty [d Viflape STown mia'aw IN UN $543 '] my . fit. Ammt 1?ttA►w�y Eu FCAOb itns4it+atlon Rasidential l Number of bedrooms unfrs ddsinq 11dMg Puhic ar co1ft111erolal d 4 -ed M Y flow. 600 9pd Regarrrrtended de ft ImWl rte.? ._.._ ped, pd —1, — bench. 90411 ,gran n q*W . _IQQ b0d, le 500 trfmth,1F A�faaimtrn dieaipn toading r+Ae 1.2 bed, gpdtr 1,2 tr ench. 96V ROW M hied Wdlb'eWn surfers skla orl(S) 303 It (46 referred to Sib plan Wnck ror AdMor 1ms.i9n l sib consWera6 -- Pa+ESctl► penis! L Owen alsoid QatW Fbod' 'n Nev�Dtl >i t -T S= BUltel for systn Cortt+endons Wkund P 9Abm In FU Hck*pTN* lkUnsu 63 for aLld p g 9 t1 9 a O U i3 ® U 6 a U ❑ 8 I� U m 8® U bepth Dwwnw cow WON �uDllii� soutt4 i y Rom fioritl rim in iMtiatnelf Gu. Corti. COW ter, lk °Sk Bed Ttendt 1 0-2 10yr3/2 - sl .2nak, M'.* cw ;2 29.36 7.$yr4/4 - lt1 liirditc mv* cw - .4 S (around 3 3640 �7.5yr4/6 c2d5yr6/2 At lmabk tatf3 - - Z . elav Depth 10 101 iR I� y _ 1 38 y trrwM: - sr„9,s; .6 1 0-90 10yr312 - d 2ambk mvrr aw 1>F 5 34 -39 7.Syr4/4 lit< ltttabk m�vrar m .4 .5 ... Gmund �3 39 7,5yr416 a2dSyr618 ail tm*k trA - - 2 3 way 100.47 n I t= V I tadar - _ v i, ti trrt a*s: ....w CST Nay E'lea9e Pant! iiianaturo; r, Tboo 5: Ndwa 1 Address :Alv BY t O&* X132 120t1i S4**L Afew Riebtnaod, W1 5d017 2/1!/98 zoos 117 i EO /T0 30Vd OEE6 -58L -809 VZ:OT 6662 /TZ/TO ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 4 z��.,LOPtVII�i -.I� Mailing Address � Z v * l� {— Property Address XXx 1'3 Lf 5 (Verification required from Planning Department for new construction) City /State Hu b;O W Parcel Identification Number D ila` / ? ` oa LEGAL DESCRIPTION Property Location 7i ' /., '/,, Sec. T_72 N -R I-O W, Town of Subdivision Lot # Certified Survey Map # //-- Volume . Page # _ Warranty Deed # ��� (o� , Volume I � . Page # 2 �` Spec house 0 yes 'A no Lot lines identifiable yes O no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeymanpWinber, restricted plumber or a licensed pumper verifying that (1) the on - site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge._ I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. Aa� 5 ( � 1 0 =' 1 2 , 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 trap if reference is made in the warranty deed a.pJJ�,• t wAIUtAPfrY Dtiin No.. P-4: 54 • t)tMitstrt►eaa ataaoor *MAX 2 7 jor Troy Devaleaetant �•M - -•a-- 1Y�t•tfmaM �� Otaattue, Wihsoetlt, Thu the aid Grow, for a *WNW mobil ration eoetveya to Grantee the following descnbed red con is SL Croix Cntetty jaw Canty. Stste of Wluomin: P►ewt tdxaelbWant+IraNefj Lots I through 45, Lots 47 throulih b5 and tats 64 tboftb 70 ofdw Pis of Troy Village. Si Croix County. Wisconsin and that portion of (htdat a of me Plat of Troy Viltsp dcm*W on Wibh A atuchod ham. and Outlas I and 3 to the Plat of Troy Vilbp, 9t. Croix C oattty, Whteotmla A potuca oils above iwu+bd poprpr _jL_ tmaanawd propny of lw otarmta. )obe ). Avow de ad Itwlera A IMM"b (a) (e oar) Top■is will IN sad rlaWw Of baeftw w eat tppn mms Oweata beloasm Art �maaee weteatt teat tba 6118 : Mxd i"doe ible is fie wepb and tin ad des of aneauhnnons cow easements. covenums, to stfictiotn and highway rigle of way of retard ad wet wawa sad debW Ow asst& uaaed tiHa 2� day of MEAUP • h� • e '� • �slt�loao�Yt � 1 AUTHEWICATION ACINOwL6OGMEW SyntnMa) !TATEOf WLICONS24 + '�emat 1. auewwele .ems 4Jd L R -�r= �•• ••:� y sulhentiaatsd this of av l9__ Corner ; Ar . ±_ Personally c =* before ttte the _ _ day of .b the sbovs named Tl17.E• MP6)ffR -PATE BAR OF WISCONSIN %Want. w ANMd h 17"Od. wM Saw) to mo Imo m to be the person who e2nded the foregoin iastruism t and acknowtdp the %amen. THIS DOM Mftd!• WAS ORAMD BY MK L,.. A Sj o n_ watuy Public County, Wlp 3*-- mar M era k*W or uknw a,*d so& na we My commission is pemr ow. (If ant an expiradw d@W rrr.r•►tenw 41ft•.aI"*ar•"l waar fBIM � h111I aga..dl -T .. I , S 00.34' 40' E t 6.93' \ • PALT_ 1 101 10 ; OIJTN UNPLATTED LANDS ' QA� E_1Z87, jC._ / _ , S 69.44 29" E C1 ?3 s or , 216.74' Sp• t+ '� J' C in ' �, �• 50.44 °' r ' 1 7 "E ' N 89 7'45' E 943 .06' 570.69' 0 67 s ' - - 372.37' 63537 S.F. ♦ H 1,459 ACME i a 10.23' # p OUTLOT 3 ^ $ 46 ; 326.34' 206233 SF. N 88'00' 00 E 409706 S.E. $ 4.780 ACRES 6 08 6 « s o 9.4 ACRES ^� 1• : 4464s sr. 1.025 r.wRES 348.72' �+ S eeroo' 0o" w 5 e9.46' 20" N 83' 6600. 00" E 9 20" N 89.48' 20" Y1 502.33 .00' 1 �' 285.38• # 20• 376. 7' - 53275 S.S 45 F i^N M = a 1.223 ACRE - Z 66267 Sf. A-y n y� a 1.568 ACRES AL 43` $ ut 47 eENa„AR►c taP OF 1" 49343 Sf- 71513 S.F. q0N PpH r].EV. - 885.90 1.133 ACRES C77 t 1.642 ACRES 1 '•t)r. ' r . ' .. R =80' • y ? g �� 1241 t S 83. 2.09` r E 42 _ 52 c Q 47106 S.F. "ES -�� A J ;ag�;r��1 p b g ,1.064 S.F. s 6867 79.S 3 OUTLOT 4 �� �5i Sf. = 1.081 ACRE wo^� ' ' - - .^ 1.290 ACRES .0 - - S1� r-) = 2 11.69 • _ _ _ 50 70 f yA ' N - 00 " 6 9 e0 S.F. w 2219• �. � z 1.540 ACRE oo- af CIO ' 44107 i 56237 SF. 1.013 ACRES 2 1 ' 1.291 ACRES , 56619 SF. � ACRES 48202 ' 24 0.00' 7 1.300 - 0 / L 1.061 ACRES a 4061 R 28 1.24 1 31 _�N • S' N 20 43360 SF. 1 ' 41.4 av 45670 S F. 1 4 1.000 ACRESI 1 !� 1.048 ACRES 1 45201 Sf. 1 ' 1 r $ e / S 1.038 ACRES �1 ' j '0 1 22 N OUTLOT 2 =, �6, r .. 240.00' I d . ' . ' 373 ACRES 6S h 1 3• g ; j 51815 SF• / 35 30 ' ' 00" w = a _ 1.19 ACRE 73 SF. 8 53539 S.F. 1 '8' -' 1 - ; N . moo' ar _... �,- °`°'ib• 1.026 ACRES h 1.229 ACRES/ H' o' ' a 3 -- 23 a 1 ' N �' 00M w >•j 1146 S 4371 ACRES '� - ~ f, 2. - r 6' . a q 1.004 ACRE IA 75 S.F. ES � � 29 j ' -j " . w N i zd► � �s 7 13 3 A ' ACRES j w • lid �~ ' 4 48996 SF. ,�� /1 ACRES, �,�,,. s 1.125 ACRE ` -- 44704 SF. 28 b I / I / tTi� _.w <r 1.026 ACRE! 1 ACFEE�.'� / t �'" / '�`• SCALE: 1" = 150' / s9oroo, oo "w 1z•� s ��. 150.09 ... A • i i Devdoped By. ThT Development Carp -ofi- 12361 Cert7a( Avenu NB TROY B U R N E VILLAGE BWme, MN 55434 ; 67 ,. (614 7s� 7sss y LEGEND TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN §6 — — cuss owl 's 80 I iD Ac' ORAfapOE [MVI. t0' ME OUTLOT 10 ............... oars 5 »mwrsE sawrL COMMON AREA 3 PARK 46 �,� ss.1 n o 9 9 ACM i.>eo Ae �. ,.oxe Ac ' 78 Mll ss. 7.w 86 SF bt 3 1.448 Ac 'ma Ac � ...... T GOLF COURSE WALXPATH ' 87u �(DA<F 7 . WALKPATA ,=X j ,tap AC I.OW AC 8 _ 66 ,Oal i a- ` t i'su 7 �' SCALE: 1" m 300' aw ACf' 1uze9AC OUTLOT 11 "In W. DATE: 9 -3 -97 44« ss. 69ss Ac 41 - d.� REVISED: 2 -16 -98 sa ss � � 0dO u i A " ,.,ae 48 eea4S ss. ,aeo Ac ' ,aai ,�' 71314 F ss - m Ae wuG. '` 59 _ ,'� N6 GOLF COURSE J, ol 59 "'sty °°° i +amt v. 1 ' ti 3 N, ,p9 Aa , 1 ' aar9- " "" 72 >t ,sA, Ac 1 419 am w u 1 AC 4 �� u Q + t I YemeoAV• ,xw Ac aaz Ac. 62 63 64 6 9ss i „, 0 I'm AK 1319 ]0' , 1 a.1pJ3 u. >0> Af. u AapA >t SS. _ 1M AC y W AMPATN z0°we38ss. i•., _ I 29 _ ANNES PARKWAY y 24 k AS 1 ss �' -t • � ' >� >Je ss. ax,p ss. , • u. g' Josaa -�• - 2 A.nu ss. q J> �' 1 '� t.t>A AC �ap2> SF. ,.,m AC A G A3 19 yf. 1.006 AC O 2 8 ♦ . 107A9:...... F ,. Ac ,p � WIN M ' GOLF COURSE y;arrs� :. _ s1 lASCS. COMMON '' »7 0 ' moo ,AREA -POND EASDA W FOR ant ss. AJa>J u. . wxb ss. TVAORARr _ '26 ,aa K 'm• 12 IJ u.' '.am Ac .o,a Ac OGOEN ENGlEERNG CO. CUI -SAC, R-BO' 1J>9a u.. A• pop la Ac Chi DlgY k L.W S—ycn ,A9A Ac Y•t 1 •� a ,.,x Ac �J, 113 W. Wdmot St, Riwr Fab, WI 54022 FUTURE LOTS SCALE IN FEET ,�� 1 c au K ,' ( 425 -7631 iii a 1 300 600 GOLF COURSE QS70�' 107wR lime .570 WALKPATH 96 -2179 I I I