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HomeMy WebLinkAbout040-1092-80-000 o o V C 0 ::r 0 9 § 0) 1 1 ; U) ( D 0 i OD c 0 00 0— 0) 3 CA) to OD (" 0 fn CD z F CD (a > CL a cu c 3 0 0 CD a N) CL -4 N 0 0 x 1 0 g ca C 0 c H V v V rwo z o o o z z > G jr3: CA 0 CO) 0 Q• V a a E5' m p �Z M CD I :3 ID f z 0 a Do O 0 CD CL m z CD (1) -4 3 c 2: 1: z o CD G) M m 00 — Z 06 0 z �� Z I ° 0 a rD' n :3 0 , 0 FD , Z ID 0 0- CL c.-O -. R I �- . P� g - Z, CL D C (A CD CD 0 0 - , � CD 3 m =r CD CA 3 ' 0. !4 0 w CL y > 2. CD -0 cn 0) M 0 CL 5 3 0 3 3 - — CD CD sq v) N 56 ti q a CD qb 3 1 cz 5 cz CD 0 b ti t-Q 69 Parcel #: 040 - 1092 -60 -200 11/01/2005 02:31 PM PAGE 1 OF 1 Alt. Parcel #: 24.28.19.372A -20 040 - TOWN OF TROY Current rx 1 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner GUY K JENSEN O - JENSEN, GUY K 838 CHAPMAN DR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 838 CHAPMAN DR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 6.122 Plat: 4257 -CSM 16/4257 SEC 24 T28N R19W LOT 1 CSM 16/4257 Block/Condo Bldg: LOT 1 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 24- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 10106/2003 742660 2429/112 EZ -U 04/01/2002 674935 1863/635 WD 2005 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 09/06/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.122 60,500 267,200 327,700 NO AGRICULTURAL G4 3.000 300 0 300 NO Totals for 2005: General Property 6.122 60,800 267,200 328,000 Woodland 0.000 0 0 Totals for 2004: General Property 6.122 60,800 186,600 247,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430096 0 GENERAI,, INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Jenson, Guy Troy Township 040 - 1092 -80 -000 CST BM Elev: Imp. BM Elev: IBM Description: Section/Town /Range /Map No: W + 1 IS 1 !1 W 110,54 rZt I � 24.28.19. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmar Dos' Alt. BM Aeration Bldg. Sewer , Holding - ` + St/Ht Inlet / V2� 1 G r TANK SETBACK INFORMATION St/Ht Outlet 1 .65 7 ICS �5 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / i') Uf uy� 3 Dt Bottom D ing Header /Man. Aeration , L7ist: -R4W /G� • (os ___ Holdin Bot. System 1� v Final Grade ll � PUMP /SIPHON INFORMATION Manufacturer Demand St Cover - PM 171 hV'' t SLi Mode umber ' ub L, A C 10h TDH Lift Friction Loss System Head TDH Ft Eif1 - `ra 3 t . "S For ain Length Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Len Of Trenches �i , t? PIT DIMENSIONS No. Of Pits Inside Dia. Li DIMENSIONS 9 ,) V_ r _ I t�huI SETBACK SYSTEM TO P/L i BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR F 1 tru- 11 /t > 150 UNIT Model Number: DISTRIBUTION YSTEM l�L t�� Header /Manifold IDistribution �� txHoleSize x Hole Spacing IVent to Air Intake Pipe(s) Length Dia Length Dia Spacing - SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth O 1 ;� Over xx Depth of eded /Sodded xx Mulched B ed /T r +p� -�-yes— o ---).: No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:_ I 11_Q3 30 eln Location: 838 Chapman Drive Hudson, WI 54016 (NE 1/4 ;NW; J1 4 T28N R1 9W) {�N.�A((L-�ot 1 Parcel No: 24.28.19. 1.) Alt BM Description = J��1 h� L'VV�f 4 ( 1 �- / 4 ID r v vvt- � 2.) Bldg sewer length / i ^ vC; yYl fv v�v� i 1 {�v�' _ >f - amount of cover= j� i�,f,. / 5� �f 1 �� Ctip,j rev Plan Req Yes No Use other s de for additional information. 11_ L. P� SBD - 6710 (R.3/97) _ +� _. 7Z f�!1 - _ i __N Date �16 Signature Cert. No. y Safety and Buildings Division County '\ 201 W. Washington Ave., P.O. Box 7162 �'�" C (Z Q t-1, �seonsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 300�j t Sanitary Permit Applicatio R C C '!: m Ian I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information ou provide may be used for secondary purposes Privacy Law, s15.04(1) m) _ Projec Address (if different than mailing address) U = �1 203 I. Application Information - Please Print All Information � CAS Property Owner's Na me �t -' `!!'( .? F F iCF_ Parce I # Lot # $toek -N Property Owner's M ailin Address / � ) T /� A // w / PPro perry 2 Location �� _ QD O " ' f /V G 4-6 / . //6 1 /4, /Vkj ,Section City, State Zip Code Phone Number Z _ ?XT 760 I9 3 -Z circle one) II. Type of Building (check all that apply) Z T N; R�E or �1 or. 2 Family Dwelling - Number of Bedrooms t 1 Subdivision Name CSM Number -g ❑ Public /Commercial - Describe Use C _ 3 XI , �•fn � 4 El State Owned - Describe Use X 1*6 + ' n ❑City_ ❑Village 2fPownship of e— O y 1/11 Type of Permit: (Check only one box on line A. Comple l ine B i f applicable) A' New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Re Cwal Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expira Plumber Owner IV T e of POWTS System: (Check all that apply) 5 Non - Pressurized In- Ground L1 Mound > 24 in. of suitable soil 11 Mound < 24 in. of suitable soil [I At -Grade 11 Single Pass Sand Filter Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand F� ter ❑ Recirculating Synthetic Media Filter ❑ Leachi Chamber 11 Drip Line Gravel 1 ss Pie ❑ Other e lain) 41 p0 1 t V. Dis ersal /Treatment Area Information: 14 — /t0 Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area Required (sf) Dispe al Area Proposed (st) System E vatiotn 9 1 /�_ 6r(,,J. . �q -* l�/t g 0. VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel ;Fiber V p1astic 'T Gallons Gallons of Units Concrete Constructed Glass New Existing r Tanks Tanks Septic or Holding Tank 1 �� w Aerobic Treatment Unit 1 - P osing Chamber VII Responsibility Statement I, the undersigned, assume respo ibility for installation of the POWTS shown on the attached plans. CC) P F�,,Dc,.6v ber's Na me (Print) Plumber' Si gnature MP /MEN Number Business Phone Number N fa 2Z 7 Z7 3 — f ^, Plumber's Addre ss (Street, City, State, Zip Cod VIII. County /De artment Use Onl �� 7roved ❑Disapproved Sanitary Permit Fee (i udes Groundwater Date Iss d ss g Agent Signature ( Stamps) El Owner Fee) /0 / � O Owner Given Reason for Denial / IX. Conditions of Approval /Reasons for Disapproval I C y SYSTEM OWNER: '>> C e-K- S*s. 6 1 , 610 3, J 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained I J� ee� as per management plan provided by plumber. � 0e , a r�l�t�, joa( '' In 2. All setback requirements must be maintained ��� sY ���� � � �►�,.�i, as per applicable code /ordinances. 1.� tack co 1 to 1 s (to the C unty on )for the syst*n� t ess thou 81/2 x ize 4W�i`�Q �a SB -63 8 � . at.t� K , , alt ��iU� 0 ITO f � fY W z 2� f �^ P*4 �3 su' -- WOO T FYI o � pl 0 AN �3 z L am Z s A h fop 4V 2 7 f7 M c 0 0 a 1 c_ C 6g C c a LC LU i r o 0 UU CV � W x + C Y C � CL � h G w z f j 0 0 ( �� N F- LI. r Pag 4 _ _ � 1Msconsin Department of Commerce SOIL .EVALUATION REPORT g 4 —I Olvfslon of Safety and Buildings in accordance with Comm 85, Wts. °lkdr,'i or\s $ Counq i Attach complete site plan on paper not less than 8 112 x 11 inched to size. Plan must i include, but not limited to: vertical and horizontal reference point M), d1�9 neares Gt and , h Peel I D �q r '�jZ _/ ZQ(� percent slope• scale or dimensions, north arrow, and location an distance to t ro [t 0 d by pate f please print all Information. I 03 a4r, r. , ib.D4 t1�4a+iC;.= _ persons ,f you provide msy be used for secondary purposes t PfOp9rty Location property Owner 114 Q W 1 J4 S Z11 Z I N R 19 W z -TE-P trty Lot # Block # Subd. Name or CSMIt yr property Owner's Malting Addres�s I CSM V OL-- t 6 P6 . 4L57 N y p 3 St q A)G - MA) ST' ❑ VSStage Town Nearest Road City State ?JQ Coda one Number ❑ City i t1S T- gl ("76 L% L 57 TKO CHAP A pt�\vE i R��E+� FA t .2 -- - - -- - -- GPD n r of bodrooms __ [_ _ Code derived design New Construction Usa:g Residentlal / Numbe ❑Replacement Q public or commercial - Describe: _L ---- r LL Flood plain elevation if applicaote! - -- -' I s 4 Parent malaria, comments UAM - TEEN Cfi >: S General � \24 and recommendations: CO►J�t•1�`Tl(�)RL ���'� � � w P - MATE s I A D)A)b S 4 q,y L.tD 1 cpu 013 -SITE /6- 10 - 0 'S At Boring in. ication Rate lim itin g factor _ Soil � C � pepu, to llm rig Bor # ace e1ev. _ 101 0 .___ ft. u sort Ground D& I GP Pit I � � Roots Texture Structure Consistence Boundary '>rtf#1 Ett92 Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. I n. Munsell Cu. Sz, Cont. Color d sh CW -m t -l� Yi! 4Z _rn pry 0•K O o dh c� L!5- of- 30 v� 3 47,- J 3 / 0' 4 6 Jb -51 94 1 M ds o� S y [] Boring Baring # Ground Furfece situ. _(00_f713 h. Depth to limiting factor ,_ 59 in. Soil Ilcatlon Rate P+S _ Roots GPD /ff A ft#2 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary 'Eff#1 'E pu. Sz. Cont. Color Gr. Sz. Sh. in. Munsell _(h 1 0-14 — 'Sit - A s r .i Z 4 - ii K di I �h W _rrt 5 D• -zN V_ 3 )4 s l F -� a. e, '1p yK 3 / 3�l0 4 I S t F- rn sbK n� E ST0.�1 5 t a O c 3o mg/L and TSS : 30 mg/L vJ ' Effluent #2 BO C) '�• 'Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mgA. - CST Number Signature ZZ $ 7 CST Name (Please Print) Tetephono Number N� 0 }I0�t- STE Date Evaluation Conducted 14 16 - I r. Address D- J L l s �h 5402Z lD -D� b 4fl A VE. F FAU-� W T -� W 9875 A R( ky� FI 7e t Z Oi/C-- / oGZ —LO DO Page Of property Owner 5 )5 45x1 ' Cn 11 Parcel ID # 8or{np # 0 Boring Pit Ob T 'S� ft, Depth to Ilmitinp factor _ 7 In. Ground surface elev. - -L.a._ Soll Ication Rate Horizon Depth Dominant Color Redox Description Texture SWctuie Consistence Boundary Roots GPDgf In. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff#1 •Eff#2 d fib o -S o. at y ta• a8 3 !4- lo�rrc3 s1 rf- s:s►?K d -L4 0 v rc �� kOKa Rs sta oe cs. �t 3 Q Boring oring # Pit ground surface elev. QD ft. Depth to limiting factor _ ln• Soil fication Rate zon Depth Dominant Color Redox Desaftl o n Texture Stricture Consistence Boundary Roots GPDItf p •Ena2 in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff #1 ! 0-7 10 V+C -4Z L Z 3 OYI�.:Z/ z- — L _ e sh txb zv� p•5 4 •$ -�••� �ytc�l� — sl J z-f- o.br� 0• dh Zv{. 0 ,5 3 � z438 yl¢ '� S► I Z - m�K d11 c 5 3�G 36 7stiKly I s !� -rn ab mfr 510 tr �OvrC 4 s r as nil a,� 1. z )AA t Cis _ �t ► ► 40>< t so E G KtZ.O 6 o C14• - 1' iu% s NirS. Baring Boring # ry Depth to limiting factor `_ ❑ pit Ground surface elev. _ _..� In. Soil A ication Rate GPOM Horizon Depth Dominant Color Redox Descriptiori Texture cture Consistence Boundary Roots �Eff#1 •Ett#2 in. Munsell Qu. Sz. Cont. Color :G:r, z. S h. �^d I ti Ail, > < L and TSS >301 150 mg/L Effluent #2 = BOO, < 30 mgA and TSS 130 mg/L • Effluent q1 = BDD, 30 _220 mgt the Department of Commerce is an equal opportunUy 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 -877 IM I SBD.f))0(R -6 4 PLAN PACti�O� ptzOf'�IZi1' cA W l3 � OFSVr Er.u`+wUCCn�NfDSi �� , 6+Ca4Al�— r45auhtED /OO.o , (ffJ #Z =IDPO i "ZXD�.. ottti s Scc�c� iio�: 9' F7 -501L DO1?IN64 W/ DACK}a NO COMM 83 5FZAGK PRMeM5 t~" xu- 110-to i i I � is i 1 0 1 0 b I M a /OZ, 00 m � .o �dF"1•»{�IL�D gM ' Pig T - ?A 1- DO AJOT U t S TU R8 i CRAPMNJ SiGN�l7 C5 2 � 2 3 y6c• _ 2 4 � . " PAtg: /640 -03 Safety and Buildings Division County �^ 201 W. Washington Ave., P.O. Box 7162 C +IW �X_ N visconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled m by Co.) Department of Commerce (608) 266 -3151 009(0 Sanitary Permit Application State Plan I.D. Number , 1 z 7 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide T a+N may be used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if cifferent than mailing addres I. Application Information - Please Print All Information Q 3 �J (fit C � wt , (' )q P r Property Owner's Na me - -- . Parcel N Lot N — YBlock N t4j O— Property Owner's M ailing Address Property Location '/ /4,Section City, Sta Zip Code Pone Nr)pgb�r - UKE M to 5V Z tr (. T G —7 � ; R/q E (circle one) ^�'`` II. Type of Building (check all that apply) oo A -, or 2 Family Dwelling - Number of edrooms 9 5; Su sion Name CSM Number ❑ Public /Cotmnercial - Describe Use C f 02 .a 6 7 2 t �o tVl } ❑ State Owned - Describe Use City ❑Village (Z`1 of III. of Permit: (Check only one box on line A. Complete line B if applicable) A. ,�. ystem ❑ Replacement System ❑ Treatment/Holding Tank Replace me my ❑ Other Modification to Existing em B. ❑ Permit Ren l ❑ Permit Revision ❑ Change of ❑ Permit T sfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner 1V. Type of POWTS Syst • Ch all that a 1 ❑ Non - Pressurized In- Ground Mound > 24 in. of suitable soil ❑ Mo < 2 c i e soil ❑4m- de S' P :Sand Filter ❑ Constructed Weiland ❑ Pressu d In- Ground ❑ Holding Tank eat Filter to Treatment Iftt R tg Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber ❑ Dri me ❑ Gr e ss P plain) V. Dis ersal /Treatment Area Informa r Design Flow (gpd) Design Soil Application to gpdsf) Dispers rea Required (sf) ispersa pos .,tem E ttioa 0 t VI. Tank Info Capacity in Total Number Manufacturer Prefab S 5 ber Plastic Gallons Gallons Uni Concrete Cons ctA lass New Existing Tanks Tanks - Septic or Holding Tank �7l LfQ 6:5&K— Aerobic Treatment Unit t — t -- Dosing Chamber VII. Responsibility Statement 1, the under ied, assume res onsibih or installation of the POWTS shown on the a ttac he d pan Plumber' Na me (Print) Plum i gnatur PFtofVM Number Busine,s Phone Number f6& - z& T- 7 Plumber's Addre ss (Street, City, State, e) C-C C- 0 w ( t VIII. Count /De artment Use l - - yN Approved ❑ Disappro Sanitary Permit Fee (includes Groundwater Date Issued Issuing., gent Signature o Stamps) Surcharge Fee) ❑ Ow iven Reason for Denial 3-�' 23 IX. Conditions of proval /Reasons for Disapproval � p,� � ►MAMA. Attach co&Oete plans (to the County only) for the system on paper not less than 8112 x 11 inches in size SBD -6398 (R. 01/03) � ... . M • �'�. s. _ � a� f� �� 4.. � + �"�� to ,_ _ ��� J� ""t.•�. `r '�'' t <� T � `�:�' ' ,� �y �; � ��� �_ �. x y PLOT PLAN Scale 1 "= y0 ' - Page 3 of 7 :9 ti �f � D tom► -1 _ ,. Fv rvSZ �>kt U � �' f; KA R Zo OP V( AUC. S 170` of U'' PV c oti ti i ti0'0 P \Q C �� b �'L- Z. . -S a 1JLSPnZLs1- \41 UN� Z . '1113 YQCIT C )M per- oft b1,S`R�R,..S3 "�flS fl1 Z�1, C�i^1i� -� �L top_p'Or� `TopoF 3.� ` 8" Dt� .._ � woo Cut'trvC1Z P� sT, � moot) F-c-_�CQ >>os ZS ' FCt �T'`�iv1�S o - Z � i '►-v NOTES: 1- Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with app roved 3. Septic tank to be )7?-,5C) gallon cacity manufactu ed r by ui r ed). � - 180 Zf�B�L �! L`(�. -� '�� `Ta $�- �s 06�t W IE�FR - 4. Bench mark IS sp 3 \) 5. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings r 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Visconsin R C E � � www•commercei www.vAsconsin.gov ov Department of Commerce JUL 0 j 2002 Scott McCallum, Governor Philip Edw. Albert, Secretary ZQ ='�ivG OFFICE June 20, 2002 CUST ID No.267341 A7TN: POWYS Inspector 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: 06/20/2004 Identification Numbers Transaction ID No. 758129 SITE• Site ID No. 646343 Guy Jensen Please refer to both identification numbers, Chapman Dr above, in all correspondence with the a enc . Town of Troy St Croix County NE1 /4, NW1 /4, S24, T28N, R19W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 856723 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 101). • 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. Slats. • 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. • Comm 83.22(7) - 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. Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considerRo hazard. Conditionally ARTHUR L WEGERER Page 2 6/20/02 Owner Responsibilities Continued: • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The 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, �f Fee Required $ 175.00 Fee Received 175.00 $ Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WSMART code jswirn@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 TITLE SHEET Page of MOUND SYSTEM FOR A 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) (N.01 101) LOCATED IN THE IJE: 1/4 OF THE wW 1/4 OF SECTION ZY ,T 2-b N,R IR W, TOWN OF 'C'�?.(_)�( , S�T'� lz- `/ COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MAINAGEAENT PLAN PAGE 3 of 7 P LOT 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 PERFORMANCE CURVE PREPARED FOR G u `� SCI S 1Z V L1Z l- ftLcS, J^J t SI-1 o 7L PREPARED BY WECGEF:zSFR SC31 L . TEST 1 NCS AND. 33E5 2 Gil SERVICE P.O. Box 74 421 N.Main St. River Falls, WI 54022 Ha Phone 715 -425 -0165 • Fax 715 - 425 -6864 �,�s�ti f ARTM O. i � WEGEREA D413 P ELLSWORTH, 6 -% -1 ARTMEN1 OF COMMERCE DIVISION A TY ANOBUILDINGS JOB NO. SEE CORRE _ O���fvc,C Mound System Management Plan P age Z of 7 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 113 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 BODS, 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 (t�. F/$g�} arid local or state rules pertaining to system maintenance and maintenance reporting. Sgp - l 0 691 —P 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 tanks are no longer used as POWTS components. Septic or um P 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 Office at �S— 3a b- �6.8© SY'. O-U\1X The system installer at P ke) The tank manufacturer at $-DO 3Z,S -$4Slo X1 @1 Elz The effluent filter manufacturer at $ll0 ZZ,! The pump manufacturer at PLOT PLAN - Page 3 of 7 Scale 1 "= yO ' �b K P it. Zo OF I S \ I �\ ti)o' or- U'' v c IA.3 P ti0'OFZ`�PVC F,Yy_ / � jj �5\ qla !i J P Page J 0f - 7 Approves S-ynthetic Covering ASTH C33 Distribution Pipe Medium Sand jG Topsoil to 3 E if b �S. % Slope Distribution Cell of Force Main Flowed z" to 2 Aggregate From Pump Layer 0 0 -S Ft. E 1 Ft. CROSS SECTION OF A MOUND SYSTEM F g Ft. G 0 - S Ft. A Ft. y 1. Ft. Linear Loading Rate = O � 5 GPD /LN FT 8 b1 Ft. Design Loading Rate =p.33 GpD /SQ FT I 1b Ft. J Ft. K 9 Ft. Posit . ion L Ft. o Force Main W 3 I Ft. L I 1 - Observation Pipe -------------- - - - - -- ------ -- - - == - ----� A o- 4-- -� 8 - -- --- - - - - -- ------=- - - - - -- --- - -- W ♦- b - - - - -- - - - - - -- ------ - - - - -_ -------- --I- -o su ;� Distribution , ��_ Pipe Cell of z to 2 aggregate Observation Pipe (Anchbr seccuely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of - 7 Page 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 45° fitting to a point within six inches of the final Bade. Terminate the ends of the laterals with a valve cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. 7`iF'_1 L . C\ -ZzsS pvc. Svc Lateral Manifold C Lateral x x x x xf2 I V2 x x x x 'Lateral Length — Lateral Length —"P Oistributian Line Prct EIS soX S 0__ P 11, Ft. Hole Diameter 31 G 6 Inch - S 3 Ft. Lateral / Inch(es) X 3 (Z' Inches Manifold Z• Inches Force Main " Inches #of holes/pipe--11 ` Invert Elevation of -Laterals lo3•o Ft. ' PUMP CHAMBER CROSS SECTIOU AMD SPECIFICATIOMS ' PAGE E} OF 7 VEUT CAP . 4' C.L VENT PIPE WEATHER PR00F` APPROVED LOCKING MANHOLE JUAICT10Ll 8pX 10 FROM DOOR, COVER WITH WARNING LABEL - 12•IyIU. WIMOOW OR FRCSH { AIR j&ITNKE { GRADE COIJOUIT 11 IAJLET PROVIDE r AiRTIGNT SEAL APPROVED JOIMT/ f A I { I APPROVED JOINTS I I ALARM i I ors LLEv. q� FT. I PUMP —� --� OFF 0 • trU c( COLICKETE DLOCK Y �{ 3" APPftove� R ISER EXIT PERM1TfED OLILy IF TA3+IK MAUUFALTURCR HAS SUL1i APPROVAL 1 g SPECIFI CATICIUS ..1 TALE L`11 CO�CTZ� S. 'r!�!� MAW LIFACTUP WUMBER OF DOSES: PCR IM TAWK wzc: —1ST GALLOWS DOSE VOLUME r ALARM __P"V FACTURt`R: S'�'`c CRD S`'LST� IIJCLUDING 5ACKrLOW: 1ZL_7 GALLONS MODEL WUTABCR: y CAPACITIES: A = ZQ WCHCS OR HQ S'�'WLLOys - -- SWITCH TyPL: y"1�12CU� -`I' _ ' B - Z IUtH£S OR 6{►LLOL15 PUMP MAUUFACTURER: GO U Ltj s C ■ IJJCHES OR lZ ` 7 GALLOWS MODEL 1 V� Os INCHES OR It S GALLOIJS SWITCH TYPE: M��cjwzy IJOTE: PUMP AMD ALARM ARE TO DE MIWI MUM DISCHARGE RATE 3 • S (�z INSTALLED OW SEPARATE CIRCUITS �1 , VERTICAL DIFFERENCE OETWEEW PUMP OFF AJJ0.015TRIBUTI0L1 PIPE.. S " Z S FEET -F MILAALIM , UETWORK SUPPLY PRESSURE .. - 1p Fr _ 3 FEET OF FORCE MAR - S X - � p F � FRlC710►.! FACTOR. _ " 9 FEET TOTAL OyQAMIC. HEAD As per."manufacturer • Z.O. Z8 gal /in. Liquid depth 37 r • Goulds I )INGE Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. dry without damage to heat transfer. ■ Motor Cover: Thermo las- • Effluent systems components. p • Homes p Available for automatic and tic cover with integral handle • Farms Motor: and float switch attachment • Heavy u sum • EPO4 Single phase: 0.4 HP, manual operation. Automatic points. � � p 115 or 230 V, 60 Hz, 1550 models include Mechanical • Water transfer RPM, built in overload with Float Switch assembled and ■ Power Cable: Severe duty • Dewatering automatic reset. preset at the factory. t. rated oil and water resistant • EP05 Single phase: 05 HP, ■Bearings: Upper and lower . SPECIFICATIONS FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design 1 /4" maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING ,—� • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SA• Canadian Standards Association - • Total heads: up to 24 feet. with three prong grounding • , ■ EP05 Impeller: Thermo- ' Discharge size: l /2 "NPT. plug. Optional 20 foot (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F' or "AC ".) rotary/ceramic - stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 1 c • Capable of running � }r dry without damage to 9 30 components. Pump: EP05 a • Solids handling capability: 0 25 r 3 /, maximum. a • Capacities: up to 60 GPM. s 20 ! ! ! • Total heads: up to 31 feet • Discharge size: 1'R NPT. z 5 — i - -� • Mechanical seal: carbon- �- rotary/ceramic - stationary, 4- 15 i i BUNA -N elastomers. -- EPOS; — • Temperature: ° 3 10 + 104 °F (40 °C) continuous 8j, eQ f i 140 °F (60 °C) intermittent. 2 - i 5 1 1 ! � �-► I � �L 3 , b � OL 00 10 20 30 40 50 GPM - L L 0 2 4 6 8 10 12 m ' CAPACITY ®1995 Gourds Pumps, Inc. Effective May, 1995 f Wi sin Departmento ommerce SOIL EVALUATION REPORT Page l of 3 101visign of k4fety and Bail ' gs in accordance with Comm 85, Wis. Adm. Code h compl� *.Ai e plan:on` not less than 8 1/2 x 11 inches in size. Plan must County C2U 1X include, i4( not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. pe`�nt 510 ale� ' or dim6risions, north arrow, and location and distance to nearest road. O } ' FAG ', .. �� � c� P Reviewed b print all information. y D / / Person ""nation you Orivide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). P roperty Owner fri 1S SEfV Property Location �V`= _ SE1V S"�► t\�E 1/4 S T Z8 N R E (oraw Propedy-Gwnef s Mailing Address Lot # Block # Subd. Name or CSM# 1 S 9 1V Az . j+L L_ 1R-l�c'� City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road RLv r- Lis w� s '4o1,Z ( -bgs-1 I k� c-H Mftm brt. New Construction Use: ® Residential / Number of bedrooms S Code derived design flow rate t 4 SO GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material L 11rL T't LL Flood Plain elevation if applicable General comments ti and recommendations: �'1 OV>v Lutn -} 9 t X- Sc) 'ILAS'nTt IaQ 1 W E] Boring # ❑ Boring ® Pit Ground surface elev. 1 O 1, O ft, Depth to limiting factor cWil 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 I 'Eff#2 1 o —g to , 1 Ri1z -- 3 1 Z S S Z3 -3 - 7 a Boring # ❑ Boring pit Ground surface elev. C 1 S • ft. Depth to limiting factor��� �rt l 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 y - b 2 g -3v ► pH�Z3�` — 511 Z.` Sbyc yylf ci,� . S • g 3 4 ftwi VZ- L4 A 1 1 - - ) - 54t - S/8 s1cJ 1 esbcz rrl�i- 3o1 -S� � •Sya.- Sly � � S I c� h1 V 'F�- — . 3 .S ' Effluent #1 = SOD, > 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) Signature CST Number Arthur L. Wegerer eZ, 01 3 220254 Address 4d e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Ilain St. River Falls, WI 54022 � - b! U � 715 -425 -0165 A Property Owner - Z - Ta1V S N Parcel ID # Page Z of 3 51 Boring # [] Boring ® pit Ground surface elev. 0 ft. Depth to limiting factor 3 7 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /11 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0 -kZ (3 yIZ 3lz si I Z�' �b► z vvt'F> ��. ) v-� • s -$ Z 1Z - 37 !o`tR3 /6 gtl Z'E`5bk k 'FI - LA - • S •g 3 3� -50 la 1Y2 YA `F!'F ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /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. SBD -8330 (R.6100) I PLOT PLAN Page 3 of 3 Scale 1' =yp' 0 o - 0 ' OQ `rip OF 3- 6 ` TA't -L , 8 �t ►�. wOc7t) Cp1�vVNZ Po 2 , i J � J �t L L 1 0 i b 3 % C a °I ! P X1"1 OF 0 O - 2. i 715 - 425 -0165 220254 CST Signature Date Telephone No. CST No. Job No. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address _ A 4 , 0-3 Z ✓14 e;7�' S l�� Al /K, vel � Property Address (Verification required from Planning Department for new construction) City /State Parcel Identification Number DY --/0 e12 — 90 LEGAL DESCRIPTION Property Location A146 ' /4, )W 1 14, Sec. , TT-PN-R-f9"W, Town of ±k0 Subdivision ` , Lot # Certified Survey Map # 6 7 Zy 6 3 , Volume , Page # � f / . Warranty Deed # (p� 3S� ,Volume Page # cO - Spec house 0 yes X no Lot lines identifiable 19 yes 0 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. 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 at your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of e d e year expiration date. SIGNA t&E OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of m) (our) knowledge. I (we) am (are) the owner(s) of the pro " rty escribed above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGN 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 Trom the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed • U 1 8 6 3 P 6 3 5 E671+935 WALSH STATE BAR OF WISCONSIN FORM I - 1998 KATHLEEN R. REGISTER OF DEEDS DEEDS ST. CR01X Co., MI --PrIt N—h- WARRANTY DER This Deed, made between Donald W. Jensen, afkfa Donald Jensen RECEIVED FOR RECORD and Jeanette J ins n, a /k!a .T Jeanette Je nse n- huc and and wife as Joint 04 -01 -2002 10:40 AM tenants, Grantor, and Guy K.Jensen. a single man Grantee. Grantor, for a valuable consideration, conveys to Grantee the following WARWXTY DEED described real estate in St Croix County, State of Wisconsin (The "Property "): EXEMPT i 8 REC FEE: 11.00 P.C.nient of the Certified Survey Map recorded is lume 16, p A&c -4 j ��r1��^^JJ , as TRANS FEE: COPY FEE; Number 6724 in the St. Croix Co. Register of Deeds office, being CERT COPY FEE: part o e-NV 54 of Section 24, T28N, RI9W, Town of Troy, St. Croix Co., PAGES: 1 Wisconsin, along with an access easement for ingress and egress over and across Outlot I of the Certified Survey Map recorded in Volume 16, page 4257, as Document Number 672463 in the St. Croix Co. Register of Deeds office. Recording Area Name and Return Address Donald W. Jensen 212 Highway 35 d River Falls, WI 54022 040 -1092- 80-000 Parcel Identification Number (PIN) This R✓,homeucad property. . 1(is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions, reservations, and covenants, if any of record, and highway rights of way. Dated thi4;(,q day of iUu' t Jensen / 'Donald W. Jensen / �. ✓ Jensen "Jeanette L. Jensen t � ACKNOWLEDGMENT CKNOWLEDGMENT Signatures) P W • '3 FN f J STATE OF WISCONSIN ) County ) authentic t thisj. day of A' A4,q Z ooz • Personally came before me this _ day of the above named to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. • � YE�HA,w � 7 , - 1 ,009J TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) Notary Public, State of Wisconsin THIS INSTRUMENT WAS DRAFTED BY My Commission is permanent. (If not, state expiration date: Stephanie J. Zeman --- ) 200 E. Elm Street, River Falls, WI 54022 (Signatures may be authenticated or acknowledged. Both are not necessary.) -Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORA/ N•. I • 1998 INFORMATION PROFESSIONALS COMPANY FOND DU LAC. WI 800.655.2021 U_ 18 6 3 P 6 3 3 672463 VOL 4257 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR - RECORD CERTIFIED SURVEY MAP 03 -01 -2002 3:00 PH CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1 /4 OF THE NW1 /4, PART OF THE SW1 /4 OF THE REC FEE: 13.00 NW1 /4, PART OF THE NE1 14 OF THE NW1 /4, AND IN PART OF THE SE1 /4 OF THE COPY FEE: 3.00 NW1 /4 OF SECTION 24, T28N, R19W, TOWN OF TROY ST. CROIX COUNTY, WI. PAGES: 2 PREPARED FOR N1/4 COR. NW . S89 °49'11"W 2627.52' DONALD JENSEN SEC. 2 EC. 24 212 HWY. "35" S89 °49'11 "W S89 °49'11 'V1 RIVER FALLS, WI 54022 1837.11' —� 790.41' Z NORTH LINE OF THE NW1 /4 w F SURVEYOR MHIPLa44CKD Lam[o@ N N N DOUGLAS J. ZAHLER O��1CSD �'l P[1°. �CG°� v ~ u. °' S & N LAND SURVEYING, INC. - - - *- p $) 2920 ENLOE STREET N89 647.73' rn T co HUDSON, WI 54016 a 1 Eg �M� wXm /J!1 oC O v0 LOT 2 � °� j a j w O U. p J oC L.P. TANK WELL EXISTING O u' a w w 4 a DRIVE W �ia� ZON HOUSE 6.000 ACRES S a i i m N �} (261,360 SO. FT.) r i Q O - S89°09'14NE 647. 3' d i i m 368.44' 6. S89 ° 09 '14 "E. 213.29' 66' ' O ; OUTLOT 1 - NOTES: PRIVATE ROAD S HARED EASEMENT FOR' PORTION OF '-� ACCESS TO LOTS ROAD r *- 1 & 2 SHALL BE 6 1.731 ACRES BLACK O LOT 1 (75,397 SO. FT.) D TOPPED cv 6.122 ACRES YEAR INC. R/W �1J1 WITHIN 1 1 � n (266,582 SO. FT.) 1.681 ACRES DEVEL _ �,. (73,219 SGT. FT.) � o �- o I p +'q EX OF LOT 1; C. R/W 1J,.,' COST WILL N � ' BE SHARED b r �. '' BETWEEN co 8 r LOTS 1 & 2. — DRIVEWAY r ON LOT 1 CANTO TBE O I N a � MORE THAT i 1000' FEET N89 0 47'02 "E 384.27' Z Q19 ; FROM ILN] CHAPMAN CIA 0apP AV4GD �Gv]D� 10 i 'DRIVE. M _ WNCRD 1 @v PL GQ4 t�C�G3 PPROVED ST. CROIX 00"N "r l t L F E 8 2 7 2002 375 " E 6 .00' IfQ���,,, a 7 " ovai Sara a;,Nrav - 5ha:' bd a r Sg9 3 7 64 E _ F� null and v( 66.00 FOUND ALUMINUM COUNTY CHAPMAN DRIVE SECTION CORNER MONUMENT SCALE IN FEET 1" a 200' - - - - - -- o - - - - -- N�LvlPdG1°.44CDD SET 1 OUTSIDE DIAMETER BY 24" LONG IRON PIPE, WEIGHING , 200 0 200 _ 1.13 LBS. PER LINEAR FOOT THIS INSTRUMENT DRAFTED BY: WILLIAM KANE Q SEPTIC JOB NO. 6012 -01 DATE: 02202002 SHEET 1 OF 2 SHEETS Vol. 16 Page 4257