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HomeMy WebLinkAbout022-1050-50-100 \ z �� ( $ / \ � Q � � 7 j � A � f � � ƒ c 2 7 k � i / \ � ) z § 2 E f 0) o 7 i � ± $� � « Z B 2 { z' 0 k 2 / \ \ � ® . E z kkf k z cc } £ § 0 ) \ \ z C l ) t 2 7 ) E t ^ C CL ) f § k 2 . 0 U) U) % ) j 1 3 K K k 0 ' 2 a a z ¥ � CL 2 v ° S 8 ƒ Q !} \_ k k 2 ' § \I ca / a � »�2 #k/ ■ \ \ ° m 5 ,_ .. 3 Q I/ — — § C.0 c LO \ \ ` § k } < \ o z 5 \ ) / « � J $ # a , : 2 » Z E g' � k C Z 1 8) a 2 0 2 U .� artment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix ig Division � ' INSPECTION REPORT Sanitary Permit No: 430546 0 _RAL INFORMATION (ATTACH TO PERMIT) State Plan ID No ,jnal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. q 3 0 D �) U (lermit Holder's Name: City Village X Township Parcel Tax No: Aldous, Aaron Kinnickinnic Townshi CST BM Elev: Insp. BM Elev: BM Description: Sect n/Town /Range/ No: / °'C:>. <,c 4'--) A-4- L l 18.28.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark hv :'S Dosing C C' Alt. BM Aeration Z _ f Bldg. Sewer Holding St/Ht Inlet r 7.& /of . 39 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7 • o T 3S- , _ Dt Bottom jr Dosing 7 ��/ Header /Man. i .2. 4 Aeration Dist. Pipe �' _ S 47i /UG•. v Holding Bot. System 3 . (o'{ /0 t5 -. Final Grade PUMP /SIPHON INFORMATION I, Manufacturer Dema St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft 8 .5 3- 2 1 - 1 44 Q g - -� v .0 /va, Forcemain Length , Dia. Dist. to We1� 1Q SOIL ABSORPTION SYSTEM y— - L BED/TRENCH Width yK Length No. Of Trenches PIT DIMENSIONS No, Of Pits Inside Dia. Liquid Depth DIMENSIONS 4j '7 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System -7 ,v � ; '� �. 7o UNIT Model Number. CJ` � DISTRIBUTION SYSTEM 3T aS Rte- Header /ManifoldC Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) / t J/ Length 3 Di a Length 3� -S Dia Spacin / (s~j �S SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only A s P , P u ' Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center f U Bed/Trench Edges Topsoil Yes x: No Yes Fj No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: t f / t 7 / a 3 Inspection #2: V /03 W t — to �►. t 91600 1-4 F Location: 368 Cty Rd SS Hudson, WI 54016 (SW 1/4 NE 1/4 18 T28N R18W) NA Lot 4 ► ParcekNo: 18.28.18. + ra•v+�- a .,a ci tl - d . t- M o S } u� d/ ' 1.) Alt BM Description = ST �vr�'i` 3� 1 ' � _ a S .,� a e�+�i�."� . 'sood S +y ? � � .h (�tv� �•M1 •� � .7 2.) Bldg sewer length = A136 Q -' l O �� (�? (� toy tier- ' e 2 - amount of cover = y U� �. h o �,a � v--� "' zU �'��^ � " °�^ �� S t"-- Plan revision Required? [] Yes No _ - -- - -- — -_J - -` — -- -` -- Use other side for additional informati 5BD -6710 (R.3/97) Date Insepctor's Signature Cart. No. � Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 eonsin Madison, WI 53707 e Vis t Number (to be filled in by Co.) Department of Commerce (608) 266 - 3151 RECE VET 37 Sanitary Permit Application State Plan I. . Number (? fl ' ZT„o -- 4� In accord with Comm 83.21, Wis. Adm. Code, personal information you pr ide Nov 1 I MAD & �p - 7 S68 = StL I b. ) may be used for secondary purposes Privacy Law, sl5.04(1)(m) Project Addr (if different than mailing address) ST. CROIX 1' ury o I. Application Information - Please Print All Information FFP C C Property Owner's Na me arcel # Lot X . J7 Block 11 Z _/65-0 --So --o 0 0 Property Owner's M ailing Address 6 Property Location > D � City, to Zip Code Phone Number t���t� > Section / �� c l/V T d 1 � � I circle one R � ( ) �� � T�N; Eor� Per II. Type of Building (check all that apply) ua L , ' , - 1 CSM Number 01 1 or 2 Family Dwelling - Num r of edrooms U 1V�w.� -- v • � p t��[ Ott 11 Public /Commercial -Describe We �Q.prt96'w�S taw- I • 171 fa 24 q El State Owned - Describe Use �Lk Is x .441 City ❑Village P IFownship of IfAJ !! [n w! LIW �` — .Zo ; — III. Type of Permit: (Check only one box on line A. Complete line B if applicable) ttn/C t S A. New System ❑ Replacement System ❑ Treatment/ Holding Tank Replacement 0 ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground _ 4 i�-ee Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chain ❑ Drip Line ❑ ravel -less P Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) l Design So' application Rate(gpdsf) Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation _ZS Vs� /Os'. z VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tatilc Aerobic Treatment Unit [ Dosing Chamber VII Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plu is Na me (Print) Plumber's Si gnatu MP /VA S Number Business Phone Number m Dkelk- Zk-4VJ 2 Z b ' 9 7 Plumber's Addre ss (Street, City, State, Zip ode) L)J D�4 ff t ' 4 - - V S�6 l� VIII. County /De artment Use Onl Q Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issui Agent Signature (N Stamps) Surcharge Fee) El Owner Given Reason for Denial 35T N OV. 3 IX. Conditions of Approval /Reasons for Disapproval SYSTEM OWNER: �j� — KOSco..� Ce�+�u�r�R p ( L&J N-t� Lys e 1 1 Septic tank, effluent filter and - dispersal cell must all be ser v„�e / M_ d Swb _ _�___ _ as per managemll�t plan provided b,yy pi r. C � I cYc was.. 2. All setback requirements must be rrillnta e K ; 4 1�,, ^ ,, ,� {.p 1 �q as per applicable code /ordinances.` `�` Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 01/03) - - - PLOT PLAN Scale l"=50 Page 3 of WT CAR:►�1�'R --� s�{.o • 6 y' i q� U(Z tz) CCt 0 s, Co 1+� kurm U Dp YV OT eA►�11�1�T � 1 oI S CL E� °R asp C o py S� N�._. - 3.E : >- 5 � 1vtv►� j°tiY ? ='iZ¢1 NOTES: - 1. Elevations shown are existing ground elevations unless otherwise noted. 2 Install 4" observation ppipes with approved caps. ( Z required). 3. Septic tank to be )0jwf bSpgallon capacity manufactured by �1 C ,j CSI — (bv�-p t oaa /bso 2�h1 /R -1Soa Zn L PIC 4. Bench marks : SL T 1°rMOU F' ��. Divert surface water around system to prevent nondinQ at tha „"11;11 �:ae RECEIVED Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 NOV 0 7 2003 TDD #' (608) 264 -8777 Visconsin www.commerce.state.wi.us /sb Department of Commerce ST. CROIXCOUNTY www.wisconsin.gov ZONING OFFICE Jim Doyle, Governor Cory L. Nettles, Secretary November 04, 2003 CUST ID No.220254 AT77V: Rod ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/04/2005 Identification Numbers Transaction ID No. 938704 SITE: Site ID No. 667868 Aaron & Kathy Aldous Please refer to both identification numbers, 955 Howard St above, in all correspondence with the agency. Town of KinnickinnicSt Croix County SW1 /4, NEl /4, S18, T28N, R18W FOR: Description: New 3BR Mound Object Type: POWT System Regulated Object ID No.: 929189 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. PN IV - rz The following conditions shall be met during construction or installation and prior to occupancy or use: 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 f construction/installation /operation. 1V /SI N OF In granting this approval the Division of Safety &Buildings reserves the right to require changes or additions sho d S conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothin in this review g rY P P b shall relieve the designer of the responsibility for designing a safe building, structure, or component. C Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. I The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 ennis renson Wastewater Specialist , Integrated Services WiSMART code: 7633 (608)785 -9336, dsorenson @commerce. state. w i. us TITLE SHEET Page of - 7 FOUND SYSTEM FOR A S BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD - 10706 -P (N.01 101) S.. . (N.O1 /O1) LOCATED IN THE tiL 1/4 OF THE 1/4 OF SECTION ) 8 ) T Z8 N, R V� W TOWN OF Vcl Y\! �1 1�c1 IU� , - -- ST,CLujbk COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI.1ANCE CURVE RECEIVED PREPARED FOR OCT 2 7 2003 c���N �►��� kit � or SAFETY & BLOGS ON, C.SS w ► b Z.Z SE14V GE SYSTEM ion PREPARED BY -' .. im WEGEFRER S01 L . TEST I NG ' AND. DES = cam — E — S CE `-- DONDENCE P.O. Box 74 421 N.Main St. River Falls, WI 54022 �oeOeNM Phone 715- 425 -0165 �* Fax 715 - 425- 6864�;::�/� • �• ar7wiv '��� l'+ weer a YJfS. ! C ) C)3 JOB NO. D3 - �al1 Mound System Management Plan page Z of Pursuant to Comm 83.54, Wis. Adm. Code 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. 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 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 sludge and scum 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 a triennial 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. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual {S89p -({}g and local or state rules pertaining to system maintenance and maintenance reporting. S+3 D No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the e s are n tank I n POWTS components. o o ger used as Septic or pump 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 a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area If toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning at `S — 3,' 6— �168b ST- 0 - x The. system installer at 1 LS -Z.13 -.Lt 4 4 � IJQI S6N The tank manufacturer at wLCML�? The effluent filter manufacturer at ZPse The pump manufacturer at Eq_ PLOT PLAN Scale 1 " =S0' Page 3 of LniT Cc7Rr►�J�'R --' sip -6y' i q� l0� 10�1b ' a -rmm s � q9 L by r j r 0 a-� O b 4e NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be l oon /bS Ogallon capacity manufactured by Yi CUhj G2 'e.CI�LQ 1 boo�6S� - R,► R -1Soa 7 3 F�� z 4. Bench marks prn3aV F �5. Divert surface water around system to prevent ponding at the uphill side. Pane Of - 1 Approved Synthetic Covering ASTM C33 Distribution Pipe Medium, Sand Topsail _ c H- G 0 S _� ;• F Elev. 1 Z 3 E p b \Z' l /Z % Slope Distribution Cell of Force Main Plowed z" to 2- " Aggregate From Pump Layer 0 1 •Z - Ft. E Ft. CROSS SECTION OF A MOUND SYSTEM F D. $ Ft. O A Ft. H 1,p Ft. Linear Loading Rate = � • a GPD /LN FT B --) S Ft. Design Loading Rate= O•ZS.GPD /SQ FT I I $ Ft. J Ft. K Ft. Opt - ..., +� o •.• L °t Ft. -er- - Fej°`e-e—P4a W 3 Ft. I I J - Observation Pipe - - - - -- - -- - - - -- 30 6$ W __� -- - = -- -- - - - - -- - - - - -- Force Main Distribution Cell of z" to 2 %" 0 pPO SL el'�D z � Pipe aggregate � „gregate y . Observation Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM r M E40 Series 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 U) 30 � W H 25 B z t 20 6 J Q 15 Q H O 4 O H 10 F' 5 2 0 0 0 10 20 30 1 40 50 60 70 BO 90 100 CAPACITY GALLONS PER MINUTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S.A. Distribution Pipe Layout Paoe S of Place the holes at the bottom of the distribution pipes at*equal spacing. Remove all burrs from the pipe and 'holes. Extend the end of each lateral up with the use of long turn or ,j ° fining to a point within si,; inches of the final grade. Te..—Ml=e the ends of the late.-als with a valve,•'threaded cap or . threaded plug. Pro'Vide access from final grade for the valve; threaded 6w or threaded plug. �t 1 Cr -, L L�US s st�;10 ►v C. FUG wC — Lateral Manifold Laterl x x z x!Z T x/2 x x x x Lateral Length —T-' Laterl Length — Oistributicn Une I — hf;1.11� C - -ti P 3�, Ft, Hole Diameter 31 , 16 IncS 5 3 Ft. Lateral L t YInch(es) X 35 Inches Manifold " I �I ZInches Force Main " Z Indies #of holes /pipe 1 Invert Elevation of Laterals lbS•7 - Combination Septic; and PLl•MP CHAMBER CROSS SECTION AND SPECIFICATIONS' PAGE OF 7 -VEUT CAP WEATHER PROOF JU/JCTIOU BOX . ti C.I. VEFJT PIPC t APPROVED LOCKING 2:. FROM Door- &WHOLE COVER wIV .hMDOW OR FRESH wP.(ttJIIJG LI+.gEI �! �Gt�OU P IPE A811JTAKE t cor.,cu�r Tt ff-r FI n� ISI{p 6 .^w. 1. Y� Alu. - ��E I i � -- � IB IIJLET L" PROVIDE I - -- - `''' �AtRTIGHT SEAL I III V .� I @ AIFF LS I I Approved ZfBlls- r-t I i�� Approved joint w/ gpD I i I joint w/ I PVC pip I ALARM PVC pipe !s - II I I I i oIJ C I LLEY.g��ZFT. I PUMP --J OFF COUCRETE �-� • U - 1. O V ! 9LOCK f - RISER EXIT PE IJLy E UCH APPROVAL FmT(ED O IF TAN MALUFACTURR HAS S 3 "ADPRflrF ^_ . ��UO t ry 4 SEPTIC F SPEC- IFICATIOUS DOSE W n�,,• TA►JKS MAUUFACTURER: 'EydP-ElTe IJUl+1$ER OF DOSES: S• PER Qr<.. TAMK :,IZC : k riot) / G SO GALLOAIS DOSE VOLUME z ALARM MAUUFACTURCR: S3'`eLerMO S-f37 ''Z INCLUDIMG 6ACKFLOW: " S 6ALtON: MODEL WUMBER: I on �+w CAPACITIES: A= S 3O SWITCH TZPE: M Cu \ 1 v INCHES OR GALLOt15 S PUMP 8 = 1►JCHES'OR ` =C. G{ LLOUS MAIJU FACT URCR: C= IIJCHES OR 11 GALLOWS MODEL HUMBER' �.C�U1Z -� D- 3 1 I HES�Oi �6� GALLOWS SWITCH TYPE: ►JOIE: PU11P AUD ALARM ARE TO 6C MIMIMUM DISCHARGE RATE �y'3Z GPM INSTALLED 6M SEPARATE CIRCUITS VERTICAL DIFFEFCENCE DETWEEU PUMP OFF AUO_.DISTRIBUTIOW PIPE .,. FEET f KIIJIMUM METWORK SUPPLY PRESSURE , , , 3- FEET C Z• SX 1.3, + _1 FEET OF FORCE MAIN X � F o fLFRtC71ou FACTOR_. $ FEET TOTAL DtIUAMIC. HEAD = Z3 `� FEET As per manufacturer 1`l.Q gal /in. Liquid depth 3 �. ti - 7 - 7 ME Series M 1/3 through 1 -1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 100 90 29 e0 24 cc 70 M /$O W LL) F/ w LL 60 OQ 20 2 z Z 0 w 50 M$ �$ 16 w J O 40 M F SO 12 O 30 e 20 33 10 4 �t.3 z F� I J 0 0 10 20 30 40 50 60 70 e0 90 100 110 120 130 0 CAPACITY GALLONS PER MINUTE • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3327 8/92 Printed in U.S.A. Wisconsin Department of Co merceRECEIVED S IL EVALUATION REPORT Page of Division of Safety and Buifdin s ' n in accordance with omm 85, Wis. Adm. Code N Z� f1 `S�'N County S�- Attach complete site plan paper n t les tan x i i i ches in size. Plan must include, but not limited to: rticad horizontal reference int (BM), direction and parcel I.D. percent slope, scale or dim nsio rn� and distance to nearest road. ZU G OFFICE Please prr Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location S � _ N j•- �.y� 'n AZ o I 'PIy`�p 1` (�( Fj L� O V S Gevt - tot w 1/4 N 1 /4 S 8 T 2 -8 N R 1 E (or W Property Owner's Mailing Address Lot #, Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City []Village E Town Nearest Road vz�w . 5 1,jI Sg(j ( - ILS ) 4i6 _ a3g I 1 �.>n.►ut C I s s " ® New. Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate q s 1 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material LV Z7Sk w1 � g ouM L Lr To N L- �&rZ Flood Plain elevation if applicable _ k) A ft. General comments and recommendations: M\3 Q),, p W 6 rX S LS I�,V 1101 v"1 I "v I P-1U Y1 O F S " H LL. , D l Boring # ❑ Boring ® Pit Ground surface elev. Ob •� ft. Depth to limiting factor Z in. p g � Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 I 0 -8 vsLl 2-312 s i t z� sbk • cl�v . S , 8 Z $ Z -- .- 4 2 31 S 1(Z bk Y"i ct,A'-' `) Boring # ❑ Boring ® pit Ground surface elev. 1 0 ft. Depth to limiting factor z - Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda ry Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I •Eff#2 o - `r; 4v- jtL311 - sij Z.`�SOk rn� �S ,S •8 z Z .S R 3t _ slc l Zw Sb\2 WIT- Cj 23- -3t' lb-M- 6 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' , Sign re CST Number Arthur 'L. Wegerer 03 --1011 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation conducted Telephone Number 421 N. Main St. River Falls, WI 54022 lO- LZ-_ 715 -425 -0165 Property Owner Parcel ID # Page Z of 3 Boring # ❑ Boring ® Pit Ground surface eiev. 1 u 0 • S ft. Depth to limiting factor Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 I • Eff#2 31 Z S t Z''FSbk wf - CS -S 8 3 Z63 1S - t23 1 Y c1 c'YVA 1^ Cl v .p .o y 3Z— tp� F-1 Boring # ❑ Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring El Pit Ground surface eiev, ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and -mployer. 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. SBMS330 (R.6/00) PLOT PLAN Paae 3 of Scale 1'=50 ' �niT CvRh1�R —1 sy0 .6y' CYI avmr�l of cam- 30, 3 iJ C ff L Zv vWl�. 99 ` U \Z �lS'N4� N I i — �� ._.�.• /Vl /fib ..v'�J_�- 1(L�_��_u��.a. ...Y�___i -4_�.� 10 -ZZ_03 715- 425 -0165 220254 p3 _ )91 CST Signature Date Telephone No. CST No. Job NO. i Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of 1 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ST Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date i Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Properly Owner Property Location �AZo►J I Gevt:-to w 1/4 io E 114 S! S T Z.,8 N R 18 E (or W)' Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# °ass y - c sY-1 City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road FtLj I w I Sq( zz ( _ 1 LS u zb - �-�, u t c kl ►.� z e +" s _S " ® New. Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 1 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material LO �Sg OVl�2 LLr-A L= N _Z �t Flood Plain elevation if applicable 1. ft. General comments and recommendations: WtOU1Jp 1n1 6 r X, S �STRlC3U j1U}`J e�LC_ " I ti l k-q U h'1 l k 0 F S ' At-t F LL , 0-oly` 0j ,Jz F T] I Boring # ❑ Boring © Pit Ground surface elev. �{�.� ft. Depth to limiting factor Soil Application Rate j 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 Z % .S4 rz 31 S1C 1 3 f Sbk `e� -!- Boring # ❑ Boring ,® Pit Ground surface elev. 1 \Q1 t) - 0 ft Depth to limiting factor Z Z In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 ` •Eff#2 1 0._9- �0 -.V31z l`7.. Z S 0-31 a i l ZWL 2, .Y✓ h_ Cw 2Z -3y LD`-L2 6 �3 Lg ►3 ::'....1� D . F , '.Effluent #1 = BODs > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 BOD 130 mg/L and TSS < 30 *k CST Name (Please Print) Sign tore _ �" "CSTf�lumbe . ;T. , r ArthurWe�erer � 3-=��1 a w . 2217254 W e ge r e r` S o i ° T e s t i n g &Design S e r vi c e �� Evaluation conduced Tel epftone Number 421''I1 I ainr`St.` River Falls, [dI 54022 lO- ZZ--a3 715- 425 -0165 Property Owner Parcel ID # Page Z of F Boring # ❑ Boring ® Pit Ground surface elev. OU S ft. Depth to limiting factor Z in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 g 10`- 1tz3 s i 1 Z Z B -ZL stcl a s k 3 a(3 - 2,3-t 1231Y C1 1- S`-L2. S!9 c1 earn y 3Z— IDy rZ 6 c3 - V ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. So11 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # Boring Ground surface elev. ft. Depth to limiting factor ❑ fit ' ! m. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SB"330 (R.6(00) PLOT PLAN Page 3 of 3 Scale 1'=50 ' t•niT CQR.h1�fZ '"'� i X q� � goy 3 , ksm . of , U • . lo5 -Z� 30 • a �E g9 by ruOT e.OM?fTP-T vrj 0 1Z - ;Z� v S'M+A r% V p S~n INZ �'pf.1� H'fr1,t- lZ.cjYt'D R _ 10- ZZ��3.715- 425 -0165 220254. O3 91 CST'Sighature Date Telephone No. CST No. Job NO ST CROIX COUNTY SEPTIC TANK MAINTEN, ANCE AGREEMENT AND O ERS IP CERTIFICATION FORM Owner/Buyer e'+✓ l/�oGtis �-� $ � � Mailing Address �✓�'!YL -D "" ° ���/ Property Address ta C 349 U P-4 %S (Verification required from PlannQ Department for new construction) ovt ' y City /State Parcel Identification Number 2 -7— 6 © LEGAL DESCRIPTION ' Property Location ' / <, ' /a, Sec. / T 2 f N - R W, Town of k11 Subdivision , Lot #. Certified Survey Map # �(� , Volume ,Page # Warranty Deed # 70 (077 Volume '7 � �� , Page # 1� z Spec house ❑ yes )R no Lot lines identifiable A yes ❑ 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, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 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 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 thr ye iration date. SIGNATLFAE7 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 iJ 2115P 147 7063810 STATE BAR OF WISCONSIN FORM 1 — 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., VI Document Number RECEIVED FOR RECORD This Deed, made between Lenertz Farms. Inc. Grantor, and 01/20/2003 09:00AIf Cudd Brothers ConstructionCoSU* EXEIPT ti Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County State of REC FEE: 11.00 Wisconsin (the "Property"): TRANS FEE: 132.00 COPY FEE: CERT COPY FEE: PAGES: 1 Recordino Area Name and Return Address Cudd Brothers Construction X County Road SS River Falls, WI 54022 022 50 50 000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) � Lt 49rtlfied Survey Map filed In V, ol. 16. Paga�44�34 /. .ps Qocumeeyg�ID�f�lpc In Part of the SW ' of the .and part of the NW '/4 of the NE /. In Sect oon 18,'T28 N, R 18W; Town nnickinnic, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this f day of J nua 3. 1-1 77 (SEAL) (SEAL) ar I ff/ V (SEAL) (SEAL) • AUTHENTICATION ACKNOWLEDGMENT WENDY SWATZINA Signature(s) . eTARv PUBL State of Wisconsin, STATE OF WISCONSIN ) as. St. Croix County authenticated this day of Personally came before me this day of Ja nuary, 2003 the above named Frederick G. Lenertz as President to me known to be the person who ae foregoing instrument TITLE: MEMBER STATE BAR OF WISCONSIN anj ackn wledge the sam (If not, authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY Notary Public, Statelbf Wis nsin Coldwell Banker Burnet 1301 Coulee Road My commission Is p an nt., (If not, state expiration date: , r Hudson, WI 54016 2 -54232 (Signatures may be authenticated or acknowledged. Both are not necessary.) =WARRANTYDEED ns si nin In an ca ac must be ed or rinted below their si nature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. FORM No. 1 -1998 Milwaukee, Wis. s- APPRO%/ j ST. Croix 704264 VOL 16 PAGE 4434 AA.N p 2 2003 REGISTER OF DEEDS ST. CROIX Co.. III CERT� s VEY MAP RECEIVED FOR RECORD �a ' V REC FEE: 17.00� PREPARED FOR LOCATED IN PART OF THE SWI /4 OF THE NE1 /4. AND PART COPY FEE: 5.00 OF THE NW1/4 OF THE NE1 /4 IN SECTION 18, T2aN, R18W, PAGES: 4 FREDERICK LENERTZ TOWN OF KINNICKINNIC. St CROIX COUNTY, WISCONSIN. 220 LIVESTOCK EXCHANGE BUILDING NOTE: DRAINAGE EASEMENT SHOWN ST. PAUL, MN 55075 HEREON IS CREATED TO I � MAINTAIN EXISTING SURFACE z 29 DRAINAGE. IT IS THE 11� SURVEYOR RESPONSIBILITY OF LOT OWNER ACCESS EASEMENT RECORDED Ig TO STABILIZE AND MAINTAIN 1 213 1 /2 0 02 IN VOL. 2097, PG. 150, p + THOMAS M. HEALY APPROPRIATE VEGETATION ON DOC. # 704222 c �� S do N LAND SURVEYING, INC. Z I ® 2920 ENLOE STREET SAID EASEMENT. m m HUDSON. N 54016 SEE SHEET 3 FOR m o �D(r ��lLp►�ED fL� _ �g DRAINAGE/PONDING 3� INg EASEMENT ��yIS• N85 °19' I � N1A COR. DIMENSIONS. 2 . 7 3 sec.,a 69 Z OT 4 j N O 1I - �N O .746A ro OO J ° W (163,186 FT.)INC. RN✓•''''• .y N� _ 3.188 ACRES ' ? LOT 3 w N J (138,887 SO. FT.) EXC. PAN o W NW 1/ 4 OF THE NE1 /4 4.474 ACRES • '' ' ® Rl SW1 /4 OF THE NE1 /4 ' -0 ' (194,907 SO. FT.) (A 4.174 ACRES S / l (A (181,807 SO. FT.) V Im I � W EXC. RNV l I L �Z _ �.,`: • i SEE DETAIL m ON SHEET 2 Z / m� Or m , ;�b�, i m rs6 SS a Q SSZc p eb ri� I a r� I va. s ° SCALE IN FEET 1" = 200' w so N ®�/ ,,� LOT �' a 200 0 200 h 3.651 ACRES (169,020 Sq. FT.bL z I ® INC. R/W • 3.047 ACRES' �� y 1 3 (132,722 SO. FT.) o' yi / 1 / / /a c o ti m ZO EXC. �I m 0 45 0 ,� s 2 so 3s :' ry a / cf w I O = 3 r ry �/ o m LOT 1 :' 50.02�f ., r� �� o � A C , 3.513 ACRES • m (153,030 SO. FT.) Q S u Rv V m rn INC. RNV , n a Z 3.088 ACRES Jh `' LEGEND Exc. ww ' SOUTH OF THE FOUND ALUMINUM ST. CROIX COUNTY -i, i i j SW1 /4 OF THE NE1 /4 IT / SECTION CORNER MONUMENT ri °D m ; `� '' 301.82 • i� SET 1' OUTSIDE DIAMETER BY 18' LONG IRON O N88 ° 29'25 "W 356.2 PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT CS ro UNPLA77ED sr ,•,,,,,,,, BUILDING SETBACK LINE d I 4 — — — — sa /q2/ (100' FROM RIGHT -OF -WAY) N ` SIM COR. (SEEPAGE 3FOR DIMENSIONS) SEC.18 f • FOUND 2' OUTSIDE DIAMETER IRON PIPE / / ♦ PROPOSED DRIVEWAY THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6000 -13 DATE: 09/17/2002 REVISED: 1/02/2003 SHEET 1 OF 4 SHEETS Vol. 16 Page 4434 VAscoi awa Department of Commerce SOIL EVALUATION REPORT Page --L o 1 ' Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County � C' , An Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel 14)._ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print InfonnOffon. eview Date Personal information you provide may be used se—F t f rce aw, s. 5.04 (1) (m)). ` �/� 03 Property Owner P DpeqLocadon G� �� �� G Lot 114 I !4 S T ZEN t. Property Owner's Mailing Address L p# Block # Subd. Name or CS���� .O• 9 ?1 ST. C" State Zip Code I CRY ❑ Village ERTown Nearest Road r' ® New Construction Use: [5� Residential / Number of bedrooms Code derived design flow rate O d _ GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material __ • I I __ Flood Plain elevation if applicable _ General comments .5 y s�M t/ C v Q$ 5 jg,4-Y 1/-}&S -G Se? Z / r — � &Cl and recommendations: t�ct n�etf� 4arC v• 9 S� d�, j j#g S T p N u O M4vnf p� ,t r " 7� < a4ja CORM /*X ©Boring # Boring _l (L• "� ft. Depth to limiting factor �— in. ® Pit Ground surface elev. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o - ! l0 ( . S, r/ C5 tr •� . 51 / r 6-6 u -3 f/3 F z 7, F-d-1 Boring # Boring Pit Ground surface elev. o d it• Depth to limiting factor 4_ in. Sol A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 4r try _ .5 ' Effluent #1 = BOD > 30 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD 130 mg/L and TSS 1 30 mg/L CST Name (Please Print) Sig ture CST Number /.." l tl rVl.0. l Address Date Evaluation Conducted Telephone Number Property Owner -, C /k. Parcel ID # _ Page of F - N E] Boring Boring # 5a pit Ground surface elev. 9 ' a c ft. Depth to limiting factor Z ro in. Soil Appfication 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 3 12'6 {r 7 -' / /! .S• r�'►4' / IS F-1 Boring # [] Boring El Pit :Ground surface elev. _ ft. Depth to limiting factor ^_, in. Soil Application Rate Horizon Depth Dominant Color Redox Descripdon Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cant Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # E] Boring - -- F ❑ Pit Ground surface elev. ft. Depth to limiting factor __� in. Soi A icadon 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 '01#2 ' Effluent #1 = BOD > 30 220 mg/L and TSS >30:s 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608- 2648777. SBO-2330 (1e mroo) • PAGE 3 OF 3 NA (-e".- LOT# 1 LEGAL DESCRIPTIONSw Y NF .S - I fC T R /R E(or)_o SCALE: 1 "= l /O BM 1 ELEVATION BM 1 DESCRIPTION 100 ' c i BM 2 ELEVATION 2 BM 2 DESCRIPTION LP r_ A At D. D SYSTEM ELEVATION ff- S� SYSTEM TYPE 1Y10vn i CONTOUR ELEVATION QG •ocj d and 1 1 1 �, v 9G•� 6 -3 5 -- � � 5 SIGNATURE DATE PAGE 3 OF 3 NAME i OT# 1 LEGAL DESCRIPTION.Sw X IVFY ,S /f[ T 2X -N R E(or)� SCALE: 1 "= 1 /0 BM 1 ELEVATION BM 1 DESCRIPTION - 0(J 4- e" I BM 2 ELEVATION ff 70 BM 2 DESCRIPTION l,9 a4 SYSTEM ELEVATION __ ft- S'D SYSTEM TYPE mound CONTOUR ELEVATION vy � Z 4r a -7. v 9G•� xA' C a �d SIGNATURE D KC(r- 6-t� C Y7 Ag JAN 0 2 2003 u days Of If not recorded vyi U�3I shall be ate top CE&MED SURVEY MAP r: PREPARED FOR LOCATED IN PART OF THE S / Wt /4 OF THE NE1 /4. AND PART t' THE N4 OF THE 'REDERICK LENERTZ OF TOWN OF NNIC. ST. COUNTY SCONSIN. ?20 LIVESTOCK XCHANGE BUILDING NOTE: DRAINAGE EASEMENT SHOWN 3T. PAUL, MN 55075 HEREON IS CREATED TO MAINTAIN EXISTING SURFACE I � SURVEYOR DRAINAGE. IT IS THE I I� RESPONSIBILITY OF LOT OWNER ACCESS EASEMENT RECORDED TO STABILIZE AND MAINTAIN 12131/2002 IN VOL. 2097, PG. 150, THOMAS M. HEALY z . S do N LAND SURVEYING, INC. APPROPRIATE VEGETATION ON DOC. # 704222 � m 2920 ENLOE STREET SAID EASEMENT. 10 HUDSON, WI 54016 UNPLA 3 SEE SHEET 3 FOR TTE® LANDS m _ DRAINAGE /PONDING n�0' „ A m I EASEMENT 2'($' N85 °19'0 E 540.6 I � N1 /4 COR. DIMENSIONS. s - r5 LOT 4 U' SEC. 18 6g ^' 0 3.746 ACRES n> " 0; 110 .. FT.) INC. R/W • • ' ' v y 3.188 ACRES $ LTI ? LOT 3 W � ' (138,887 SO. FT.) EXC. RAN o ® 0 ° m =NEl/4 O 4.474 ACRES t g 4 — (194,90 SO. Fr) •• � (J1 4.174 ACRES r4 (181,807 SO. FT.) W EXC. R/W c SEE DETAIL m I ON SHEET 2 m r r A cNn r'' V Sa SCALE IN FEET 1" = 200' N So' 3 ' r 'LOT e ' �? 200 0 200 tee/ h 3.651 ACRE$ (159,020 SQ. FT.)* q INC. �� 3.047 ACRES' ti / ov / � (132,722 SO. FT.) �o�/ ``� o' o�� ®/ gG�N L' n I m THO W 0 002 vJ "V� �/ ; X D C 33 o LOT 1 :' 50.0 1 W_ , � �� / o c m r �� 3.513 ACRES • �,, S0� 3 O W' G', m m m (153,030 SQ. FT.) % • S u Rv V > m INC. RNV 3.088 ACRES N (134,507. FT. >'' c$ 42' LEGEND 000 EXC::R/W `9 0 • CA FOUND ALUMINUM ST. CROIX COUNTY �! C O SOU T H LINE of THE SECTION CORNER MONUMENT m - SW1 /4 OF THE NE1 /4 m ' , 301.82 • SET 1" OUTSIDE DIAMETER BY 18" LONG IRON O N N88 °29'25 "W 356.22' PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT w UNPLA (77ED 9 2' BUILDING SETBACK LINE So• / (100' FROM RIGHT —OF —WAY) Ul 4 LANDS IAGE/PONDING EASEMENT S1 /a COR. (SEE PAGE 3 FOR DIMENSIONS) SEC. 18 • FOUND 2" OUTSIDE DIAMETER IRON PIPE PROPOSED DRIVEWAY THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6000 -13 DATE: 09/17/2002 REVISED: 1/02/2003 SHEET 1 OF 4 SHEETS �+!wn,.IUIIW�"NIwApp; I