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HomeMy WebLinkAbout020-1479-05-000 sT ow,ofx COLIN Ty A ..:.;rs ,,.,<z. rrr, ,A ✓rr -;.,< w;w. ,.✓ra::.:,,i.,; „w< - .,.^ „1a ,,,, .,,,a uw,,, ,,,,;: ✓.h<, ,.,., >. ,.o- , ,ii„ »r, ,:; ,, xy.:zre .a ,s ,��.:.ss,5 <,,,” „,. st3va✓,.<.c�aarui a,�.�r:. >rv.�':'r,-�:rw November 19, 2009 1 Kernon Bast ;, c/o Edina Realty, Inc. 6 400 South 2nd Street Hudson, WI 54016 Code Administrat RE: Compliance deposit refunds for Cottonwood South '07 lots 715 - 386 -4680 Section 36, Town of Hudson Land Information 6:1 Dear Mr. Bast: Planning; 715 - 386 -4674 recently reviewed the Board of Adjustment Decision for the above subdivision while processing a sanitary permit application and noted that you have compliance de Real Prope pp deposits that Y p p 715 -3;677 may be eligible for refund. According to Condition #5: Re c ling "The plan shall be accompanied by a $100 nonrefundable staff review fee and a cash - 386 -4675 compliance deposit for the lot. The compliance deposit for the six lots under construction shall be $1,100 each, and the compliance deposit for the remaining Tots in the subdivision shall be $300 each. The cash compliance deposit will be held by the Zoning Administrator until construction is complete, permanent vegetation has been established, and the project is found to be in compliance with the conditions of this approval, at which time the deposit will be refunded in full. Upon completing construction on each lot, the applicant shall submit to the Zoning Administrator photos of the completed construction and certification from the project engineer that the construction has been completed as approved to serve as proof of compliance.” \$ Our sanitary database records show eight (8) permits were issued whose POWTS have been installed and inspected. However, there are some non - compliance issues that must be resolved before lots 2 and lot 24 will be considered "complete ". We need to obtain elevations and documentation of the building sewer and tanks that were installed on lot 24 without county inspection and the mound on lot 2 does not meet the required setback from the north lot line. When we have received photos that document completion of construction on each lot, your deposit refunds will be processed. , S. i - ely, Pam Quinn Zoning Specialist Cc: Brian & Molly Hayes, lot 24 property owners Andre Buechner, lot 2 ro ert p p Y owner Sr. CRO /X COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W/ 54016 715-386 -4686 FAX PZ @CO.SA /NT- CRO /X. WI. US WWW. CO.SAINT CROIX.WI.US r oisconsin Dep of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety~nd Bui j Division INSPECTION REPORT Sanitary Permit No: 506348 0 GENERAL 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: Bast, Kernon Hudson, Town of 6Z0— 1 - 65 - coo CST BM Elev: / Insp. BM Elev: BM Description: / / Section/Town /Range /Map No r /0 7 frr / c/.S I vV( Wr Pid AIM/4fi 36.29.19. 3ez. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STAT N BS ,.- ELEV r //110 /.o DSw /0Y 05" p Bench ark (/ �[ /! �/ septic 9/ QI -1 P t / 67 , Dosing Alt. BM Aeration ! Bldg. Sewer Co , U' „� i e , µ 'i,7 Holding St/Ht Inlet si ' 1 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet .. _ Septic * ~ ' Dt Bottom r��_ Dosing t z l 4,- , Header /Ma ** /`_. �? , !`7 / 75702 Aeration Dist. Pipe (,(,,,n c t4/.,.1., 7. / l7 z.,36 .. 3 Holding Bot. System --,/ O< s g /Dj ail , Final Grade f - +� 7- 5 " PUMP /SIPHON INFORMATION Tv �� f�'° J� r / Demand St Cover - - . ' ./ � , .., Manufacturer / L', .._. .;'w GPM e +� _ n ,5.�, ; ' 7 �/ e Model Number , . , - C - '� 1 /Ov rDH Lift Friction Loss.., System Head r ITDH ; F S s S I 1 Forcemain Length . Dia. ■ • Dist. to Well SOIL ABSORPTION SYSTEM ,MI r ! � ,. BED /TRENCH Width g 1 r.. Length i No. Of Trench-' ' PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ---- `O SETBACK SYSTEM TO P /L� BLDG WE LAKE /STREA • CHING Manufacturer: INFORMATIO (I BER OR T e O stem: / ' U ' Model Number: DIST - = - TION SYSTEM N Wes' -`} se, I lea. -r /ManiLol. Distribution � x Hole Size x Hole Spacing Vent to Air 1 .. e r P /, Pipe(s) / / w � Length Diaf� S Length Dia ' Spa t 4 11 ' .cat 1 - J!f.'� SOIL COVER x Pressure Systems Only xx Mound Or - Grade Systems Only /] 6 ....,......? -L ��,1� Depth Over Depth Over Depth of p / xx Seeded /Sodd ed A / xx Mulched Bed/Trench Center ;/ .r ' , Bed/Trench Edges 'ti. Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:( / / _ _ Inspect' n #_/ / e..) Location: 874 Yost Drive Hudson, WI 54016 (SW 1/4 SE 1/4 36 T29N R19W) (7ottbR ioo o th'07 of ,, 5 ,,, p �,/ Parc I No: 39.29.19. , 1.) Alt BM Description = , 6 . =m -- + 2.) Bldg sewer length = A ° ,k,.:,, ti; i „ ).r..r , �:` /k.f... ': \•e - 4 .w :m+2 3 `^ 4 'it'' - amount of cover = 7 F ,� I s 'i /` k , , c 6.3 t - s: i ° k. - - ;a...,. -1r4_- ,'4 , ::y b i,.t. . 5 f.1 s....ir. ,,, 1 to Plan revision Required? 1 250 i Yes o 49 .jlT J Use other side for additional information. ' . i 11 ii Date Insepctor's S' : nature Cert. No. SESD -6710 (R.3/97) A r commerce.wi.gov Safety and Buildings Division County ' * 201 W. Washington Ave., P o4: ox 7162 i e, j SCO n s `11 Madison, WI 5370 ' ,2 Sanitary Permc u' ben (to br +t;. in by C+ .) Department of Commerce 50la 3 �/'D 1 S Permit Applic ation St Tr „,sa,t, ,, Nut,rber TD In accordance with s. Comm. $3 Wis. Adm. Code, submission of this Eons 10 the appro+ tate g` erntnental _ ` 3 J 7 - _ tent is required prior to obtaining a sanitary permit. Note: Application Corms for state -o ed P:W ". arc Pro Address (If different thi,amailingaddress) s to the Depa+Yment of Commerce. Personal information you on ` Y provide may be use. for s ry �` ;,.reuses in accordance with the Private Law, s. 15.04 (1)(m•�Stats. rat G �� I. ,application Information - Please Print AU Information RE s D _ _ 1 Properl Owner's Name ( P«rcel # ------ /, - �/ y l & Ur' z Y,cf Are* .t./ .� OZO - lain OS- coo r t n" / �� 7 SFP 2 6 i ! ■ ∎ ii /; Property One -'s Mailing Address Pr , erty Location/ ( 4 , � 30 26 <� o`t6 Et _kL ' 6T. CROIX COUNTY ct,ovt. - City, State I Zip Code P'hr, .c N_Linbe, ...5"4.) +4, ri6” ',, Section -.4 -5C,,U 4j. - r: J .5 4" . :j ,lam - :�i'� •' ?7 ,7-5 ,circle one) 11. Type of Bu+� ling (check all that apply) I Lot ti _ T a2� N; it G cf —_- E or& 1 or t Family Deli:ng - N i>er of Bedrooms Subdivision Nan.. QT GO rLt.e 7 ` 31312- 2, t o ry 1 3 - �, �,/ - - - e 9 ' ' � - j Public - Describe Use s .! N. 0 4i''ff�o f Block r, _ eiQrfer- ❑ City of ! 0 Site Owned - Describe Use /_/ ,ad CSM Numlx . (] Village of _ ./ +. /Aruwn of __ ? : 5 4 _..._ 111. Type of Permit: (Check c;, one box on line A. Complete line 8 if applicable) A. i,. T r ew System • 1...1 T7-, Replacement System 0 Treatment /Holding Tank Replacement Only Other Modific.,tion to Existing System (explain) List Previous Pe, mit Number and Date lasted 0 Penn r enewal 0 P ermit Rev ision 0 Change of Plumber 0 Permit Transfer to Nei Uefn-. expiration �- i V. T j pe of POWTS S stent/Cons + onent/Device 1 Clseck all that a t tI Uw � T r '�`/ / � y � J Non-Pressurized In- Ciround ❑ Pressurized In Ground 0 At - Grade ,Mound > 2 in. ofs uitaLte soil 0 M ound < 2 4 in. of suiables oil // / 0 Holding Tank 0 Other Dispersal Component (explain) 0 Pre<reatment Device (explain) J 25 � V. Dispersal/Treatment Area Informatiorr�l jI' j / • � ig / , a Design Flow tgpd Design Sod Application Rit. ".,si) Dispersal Area Requi (st) Dispersal Area Pro ed (s:) System Elevation 60 2 51-44 ,3 /0 -hi( �6 e � 7e j a el /�1�f F� -,rte'. 5 r1S--- Vt. Ttink Info C c "� � y in Total # of Manufacture � � Gallons Gallons Units w ` 3 0 New Tanks f xutitrg Tanks 2 v U t��j }�yt a P. Si H � VJ W 1 C. 1- Septic or Holding Tank [ atk? J Dosing (limner r: 1 j0 / a / e , , c s- . 7f / _ti al " - � VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS , -wo on the attaehed pl s. , 04,77, Plumber's Name (Print) Plumber's Signature al PRS Number Business Ph.'ne Number 4 .P/i 5'2' • A.,/,1-2.-/i - 2,7 -/-:----10- —4/-- aa , 75 , 91 - er , 7/.. -- -- 9 ‘z/ Plumber's Address (Street, City, State, Zip Code) j viii. C nt�/Department Use Only / ` A ! pproved ❑ Disapproved Permit Fee Date Is. iP`ssuit; Agent ' gn atur _ ❑ Owner Given Reason for Denial i �W' - / / 0 V �� %�h • S i '....- il*Eir#9124141941111f Approval/Reasons far Disapi,roval 1 I Septic tank, effluent filter and 2 ' �/ ° ' t �`v u'`e �` dispersal cell must all be serviced / maintained i _ /c i ° '0 ./. cli � s>� as per management plan provided by plumber, - / GGu -a-G � j 2. All setback requirements must be maintained / //C A ac to comp to plans 1O.• the - t ' and sub it to 1 lee C tezte,67air ou nty y onnpaneeLIIot less than 810 x f inches in size 1# SBD - 6398 (R. 01/07) Valid they 01/09 ,.5)/S.4-11-7 _ , f�<.JA_ Z_ -.. 1.962-eel ekia`a- .. "- `t" Y 0 , kv . .. . . ` (1 C 1 ( l�9 - _ SL 1 b, 2a - \4w 1 1 r C( -- \ - -c..0%.,„,, Y-1 4 �p� p1 ao,9. v Clol.S) w 42,s-,1-1' ' / k gf0 ( �1,k -- S,,Itu... co z.J 4- - l a7o. 0 c- OV.A-0 I C wct -4-s n \ . \\..... ` l` 4, 1 ‘ - -4-sr z„ pU , S� 4.O Cr-0"--c e._ w. !© ill . ea n,A. L L - - A - SO 3 .q,Zg V , S 4" 5a—.:. w 4 o L , ' 2.O wc ( n C ( , « _ --3 ' C.tJv2 yc 9-Yc / 4-- L,. / � C ml,l, 2-"� ca_a ...._. + .......,........ ........_ .0,...10.., eft,o) / I Safety and Buildings commerce.wi. OV 4003 N KINNEY COULEE RD g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 sco s l n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 23, 2007 CUST ID No. 222774 ATTN: POWTS Inspector HENRY F GROTE ZONING OFFICE CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA E4366 353RD AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/23/2009 Identification Numbers Transaction ID No. 1433455 SITE Site ID No. 729463 Kernon Bast Please refer to both identification numbers, County Road N above, in all correspondence with the agency. Town of Hudson St Croix County SW1 /4, SE1 /4, S36, T29N, R19W FOR: Description: Four Bedroom Mound System / New construction Object Type: POWTS Component Manual Regulated Object ID No.: 1148596 Maintenance required; 600 GPD Flow rate; 22 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01/01) 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • 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. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. P Q.�'V.TS, C' �jrditiona ll y APPROVED DEPARTMFNr nr HENRY F GROTE Page 2 8/23/2007 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report 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 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 Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789 -7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 jerry.swim@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726 -2544 , Friday, 7:00 A.M. To 3:30 P.M. William C Schumaker , Schumaker Plumbing (Plans Mailed To) �� FD 2 Kernon Bast — Future Lot 5 - Mound ` Z�Oj � Construction Materials and Techniques e � / ` u blio s All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Pressure Distribution, SBD- 10706 -P (01/01) Mound, SBD - 10691 -P (01 /01) Location: pending Lot 5, Cottonwood Ridge South SW 1/4, SE V4, Sec. 36, T 29 N, R 19 W Town: Hudson County: St. Croix Date: August 22, 2007 Owner: Kernon Bast 0\ Ji,/ Address: 400 S. Second St. e� - O O N S f.. Hudson, WI 54016 ��.N 4' , Gp,oTE :* Designer: Henry Grote • 0 -1699 — N M oNIE Signature: WIS . • License: WI D — 1666-007 i� o Attachments: SBD -10577 - Plan Approval Application SBD -8330 Page 1: cover 2: design criteria & calculations 3: plot plan DIVISION OF SAFETY AND BUILDINGS 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail SEE RESP ENCE 7: pump curve 8: system management page 1 of 8 Design Criteria Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg /L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL 1 Fats, oils, grease < 30 mg /L 1 Bedrooms x 100 gal/bedroom/day x 1.5 ((..)-v gallons /day hydraulic load Design Calculations In situ designed loading rate O,3s' gallons /sq. ft. per day Depth to estimated high ground water >, Zz in. Depth to bedrock •- Zz in. Cross slope at system S' g % ��-< c.w��� C, y Force main length - 1-Y ft. of Z- in. k - z ,Z 3 Manifold/header length 4 " ft. of \''/ - in. \ ,4- Drain -back \1,"" gallons Lateral length 1S) f� @ •5 ft. of \ 4- in. Lateral elevation z lot , ft. @ bottom of lateral Lateral hole size / \ b in. @ 3 b, e in. ( 3 ' ° ft.) Spacing N ic. 14 113 S4 holes /lateral holes total Lateral volume c i 'q 24- gallons i Total lateral discharge rate ' S� b gallons /minute @ 2 , 5 ft. head Network pressure compensation losses 0 p� ft. • Elevation difference , --S i ft. fi Friction loss ft. @ �' gallons /minute Total dynamic head 16r, 0 4 ft. Pump /si n 3 gpm @ 1 dr, ft. ahead Manufacturer � - °A-L . 2:4A Model # �' ° 4 Dose volume 'd 0 , (, gallons Lift/sign tank'' , 2-- C 1ISB- Lo � Y gallons Septic tank `� 1-1.-co gallons Effluent filter 1 aQ A- Measurement pump on and off S, in. Height alarm from tank bottom / \ 1/4.'0 in. Reserve capacity 4-9 ,. gallons specs.calcs.res Page Z- of t r k &ca U \ 6 A K CTR N _ 4 l ..-5-a.,. ...c„S 1 ,... yo‘to... d z,0 4 1 ao. O c-e,-.Iro••+r (-`'41-5 \ ,--,?!. / V wt � �5 � 2" 'PvC \ S t.k", 40 ce e, r Q L/...,, Q.-► n, ‘, t._' O - - k - '" ) : ) 41] c -o ...LC, •< Z. Sex,,:.-, �- __3_0' Q ¢ Le_ i . (---(1.s-) L Q a / 2 coiA s... .. -tom (( / .-4A-""'t t oc.wi:0.+ s1 ' -----------■______(;:. ----- .,.. (a-t-...... S.C...SQ__ CN ...,Q 0.° i 20 Q _ e -. S . . .c Q. � P U .. L a v.. - +. Q ° -� P,1-4' c fro } `* ..� %, \-Q.w. t ( ■ o4,b 4.4 L LCA0 w -� 3 0 � �3 nn r --. .t ,AA : F v l • „ , \ ojo 0 t SA. 4..•.. C ��Z a o.o �J ""C",),,?....,, c.� ..w . �� 404 "S c.v . � �ti to + o,p t ‘.0', Pak. b L�cco;l Cosv 4.42, l 1 ^1 1 \•41.-a a.v! k.M a,. \O" 7. 0 ( 914 C-4 6 " L P■ t• . o �- 1# \.1 #. \ .' O y 1 _ .. z, o' '.9,1' 'e Qt, i lc--\1 1 I/. w. v . h. \ h . 31..tD ' )lt.4 4. 103,g' )1 O 4 (- e, 6 )p A-k 01/4 O \o % v ._ r o % %—' i-O b e o O.. r o c. k ,0 .. 1 •L.., ( 1 ‘ - 4.GS' e C n () ( A.; P. 1. a '+ c2,,,,.\ 1J EA-..: /SA -ki G 11 1 -.C.A L ..s\-, 40 Ltiat w. .2 •.... 4A 1 •.tar..`S PuG CL 1 .. 4, " r•.., . 1 .\ • if / / / / / p , - / 1 / il .0 1 ?.0' I 3,0' ll,S:' l,' 3.o' I 3 K ac.D s' %,,c 1 > • "(-� 2.. 01 II ( /) (� > •Trv...•y • ?1 ,'"( .•�va.•.a,y� 4 r. 4�th•..Q. , VtYy, 4 �•1 ve 4a �, 1r "V v lv .'i > « t be o. .tom''''' a.. . 0 ..' o \a.1 0 "` .+ °-''-\ c ' -" %. r o e \ " 16 ' °' `*. -- C3' o' \ 1 ( l \• 13 �J \...j ! Q., 0..`h Ax " V� d_\ , o\c% 7CT... ( /s U , S' . : -, bk" . Nc..... • . L .....\ ..k Q.__ 2 ' 5 L.L. rP C 0 ? L ` 2 "R OQk.Y 1"'"\ /NI H x \T `D k T'CA 1t.... WEATI1ERPaooF JUNCTION LOCKING. 1.4414/v tiUG c e4BEA . Q1JICK 0141C.0444ICT - . = C , -,-,.. —_ ,• :.«a.ea 11�_.:.: i. ••I 7 . :1,..., , [ . 4 pQc. ,,,k„., ;, ; i �1�mJt,j' T Ploe 3' • n ohm) NoISTURBED ' o� � S01L 24''Z.D. I 4" 6 7 0 l R4 O.LE , • _ YE IT , lb /MLA r awaovc.). , Tni r 31. 0'' N0� Z i' , L C )- ► riSX T furs - �� �, FL 3' oars0 R4... Pim 4 AL ( 4.s-1. u.c>�szlice_ . E .T10?� �` —C e Q . `,>-,,, 0 � l " D (1Z ..6tet,S . ., 7 . 1 } Coirre C���• BcoCK " Q Y � "' \Le , SEPTIC E SPECjFICATIOIJ$ 00SC Q TAUKS MALUFACTURER: �' ��� (JU/ADER OF DOSES: I PER DA n TAAJK SIZE : `% V� ` ' . V-0 GALLOWS , DOSE VOLUME ALARM P•1AIJUFACTUKER: � F1..a,L INCLUDING DACKPLOW: g0 LA,.LOtiS MODEL ►JUMDCR: 101 14,, , CAPACITIES: A = 3 1 , IAJCNES OR �'� C,ALLOLg SWITCH TyPC wa�•b.av `owOm Z 1 L. C) g IucHcs oR Z WLLOLs PUMP h1AAJUFACTURCR: V OSLO`* C ■ 5�0 RAKES OR � CALLOUS MODEL IJUMDCR; eft L ('O � 4- 9.0 1�4 -c.0 g , L Oat INCHES OR „A,.0 .,s JWITCH T � n.4. "` h'`lL3 A10TE; PUMP A►JD ALARM A RC TO DC MINIMUM DISCHARGE RATE -?''''...31- GPM INSTALLED OAJ SEPARATE CIRCuiTS VERTICAL DIFFERENCE CETWCCN PUKP OFF AUD DIJTRIDUTIOAI PIPE. • `8,-4-S' FEET I + MiL IEt IMUM NETWORK SUPPLY PPLURE 2 ' S FCET O ' � S + �S FEET OF FORCE MAIN X 2 ...�Z FXortFRICTIOU FACTOR '• FEET . 2� �-ti _ TOTAL D HEAD = FEET OJTERAJAL DIMENSIONS OF TANK: LEN v2�2 61---R TANK: ;WIDTH G 9 ;LIQUID DEPTH . • •N ilITTI GOULDS PUMPS Wastewater PERFORMANCE RATINGS COMPONENTS Total Head Gallons Per Item Minute N Description (ft. of water) EPO4 EP05 1 Impeller 5 53 - 2 Base „......--6 10 46 62 3 Pump Casing 1Q - ----4_ . : g 15 36 55 4 Mechanical Seal 20 21 46 5 Ball Bearings 6 25 0 33 6 0 -Rings 9 30 - 11 7 Power Cord 5 8 Oil Filled Motor 4 : :. Motor Housing / g Stator Assembly T `1' ' 10 Motor Cover c- -, , 3`2 - 4- i METERS FEET — 1 .....__ .......__.. , 10 ' { 9 - ' — I . . I * -5GPM __.. 8- 4 -2.5 FT 251.... 1 ......... ! 0 7- V z 5- ( I 0 15 ...... ¢ a. S 4 I_ << EPOS 0 1 I - 3' 10 .. , + :7_ 2 EPO4 5H , , ..... , I 0 0' - , , . -4, . i 0 10 20 30 1 40 50 GPM 0 2 4 6 8 10 12 m /h CAPACITY 3 ry_ ....._ -4 o wisconsin SOIL EVALUATION REPORT #1991 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Pending Please print all information. Reviewed B ` Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G 1^--- Property Owner Property Location Bast, Kernon Govt. Lot na SW1 /4, SE1 /4, S36, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 400 S. Second St. 5 na Cottonwood Ridge South City State Zip Code Phone Number j City P j Village rj Town Nearest Road Hudson 1 WI 1 54016 1 715 386 - 0217 Hudson , Cty Rd N ! J New Construction Use: ! ` ' Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement L_7 Public or commercial - Describe: na Parent material Silty sediment over Fractured limestone. Flood plain elevation, if applicable na ft. General comments Mound design, sytstem elevation 101.16ft based on contour line elevation 100.00ft Minimuum 14 inches and recommendations: ASTM 33 Mound sand. ,,vv i.- - t WO _ .. .'- ' a r' : ir, 1 Boring # ` -, [_] Ground surface elev. 100.00 ft. Depth to limiting factor 22 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 -10 10yr3/2 none sil 2msbk mfr cs lc .6 .8 2 10 -22 7.5yr4/4 none , sicl 2msbk mfr gw na .4 .6 3 22- 10yr7/4 none = racturec Limestone na na na . .0 II 2 Boring # Ground surface elev. 100.00 ft. Depth to limiting factor 22 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 -11 10yr3/2 none sil 2msbk mfr cs if .6 .8 2 11 -22 7.5yr4/4 none sicl 2msbk mfr cs na .6 3 22 -34 2.5y 6/4 none sicl om na cs na .0 .0 4 34- 10yr7/4 none = racturec limestone na na na .0 .0 Effluent #1 = BOD 5 > 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) e: . 7 '� CST Number David J. Steel - - -- 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 10/10/2006 715 760 - 0347 SBD -8330 (R. 07/00) i . Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 3 Boring # L l Ground surface elev. 97.50 ft. Depth to limiting factor 22 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 - 11 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 11 -22 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 22 -65 7.5yr4/4 f2d 7.5yr5/6 scl /sl om na gw na .0 .0 4 65 10yr7/4 none :racturec limestone na na na .0 .0 • Boring # I — Ground surface elev. ft. Depth to limiting factor in. � Soil Application Rate Horizon Depth Dominant Color T Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # El G round 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. 1 *Eff#1 *Eff#2 I * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD 5 < 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. 07/00) Steers Soil Service " I i � -!� � w p,,....Q.v.. d"� L- soh ‘% p.q � •. 1 w1.�,,� L, 't S^ Pl. � t' �� a. ` C9u.a S4- \e,*—....._ % - k - D - SS -lb- Zct-Actw 1 w -- gr1NA1. N , T ,__ f ,. l,..1 (3 . 6 ..Se_ r = e'l 425. ' , RECEIVED 44 `-\- t AUG 2 2 2007 ST. CROIX COUNTY e • - 0 ` �.5� 1'3 -t 3 5q,„ T K. TKy.Q..... -2,...0 a.v.- l p O v - GtivvQ.ati / ------ ------- - 4-0. . ate- c 6-vo 4 / s 7 Le_ 1_ ( as) iC ' 2�2 co- <<5 L ° U'd) ■.A..cL. C.-wL S -44 VQ th 2, tz.4' • 2Q_ , —, z Q _ C,,, c- c 1?-0 20 d- 0— S - .�C2u 4.1.� �, ti _ cA� .n.o_` t31-t v a� 1 , . o,.. -� l S ra......,..1- 4„,„, D 4 SOIL EVALUATION REPORT #1991 Department of Commerce in accordance with Comm 85, Wis. Adm. Code ...2 1 of 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8' /z x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Pending Please print all information. Rev'�ed By Date Personal information you provide may be used - : ./ . 15.04 (1) (m)). , _ 1/ /y C)(0 Property Owner Pro 'erty Location / / Bast, Kernon I Go . Lot na SW /4, SE1 /4, S36, T29N, R19W Property Owner's Mailing Address NOV 0 6 X06 Lot Block # Subd. Name or CSM# 948 Labarge Rd. na Cottonwood Ridge South City State Zip C ode SINCiiii €tl"uW TY J City Village E Town Nearest Road Hudson 1 WI 1 54C 386 - ; 5 Hudson 1 Cty Rd N New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD L Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment over Fractured limestone. Flood plain elevation, if applicable na ft. General comments Mound design, sytstem elevation 101.16ft based on contour line elevation 100.00ft Minimuum 14 inches and recommendations: ASTM 33 Mound sand. — 1 I Boring # ❑ Boring ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 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 - 10 10yr3/2 none sil 2msbk mfr cs lc .6 .8 2 10 -22 7.5yr4/4 none sicl om mfr gw na ( .2 .6 3 22- 10yr7/4 none =racturec Limestone na na na .0 .0 2 Boring # ❑ Boring ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 i n . 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 - 11 10yr3/2 none sil 2msbk mfr cs if .8 2 11 -22 7.5yr4/4 none sicl 2msbk mfr cs na C47; .6 3 22 -34 2.5y 6/4 none sicl om na cs na .0 .0 — 4 34- 10yr7/4 none :racturec limestone na na na .0 .0 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L _i - CST Name (Please Print) Signature: I �,,; CST Number David J. Steel C....-- �`� �,� 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/10/2006 715 760 - 0347 SBD -8330 (R.07 /00) Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 3 Bo ring # L Boring N Pit Ground surface elev. 97.50 ft. Depth to limiting factor 22 �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 -11 10yr3/2 none sil 2msbk mfr es 1vf .6 .8 2 11 -22 10yr4/4 none sicl 2msbk mfr gw na .6 3 22 -65 7.5yr4/4 f2d 7.5yr5/6 scl /sl om na gw na .0 .0 4 65 10yr7/4 none :racture( limestone na na na .0 .0 Boring # El 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 i Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # E 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.07 /00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kernon Bast 994 200 St. CST - POWTSM SW1 /4,SE1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St Croix Co. Direct 715- 760 -0347 Cottonwood Ridge South, Lot 5 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. A Legend N 1 " = 40' • = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations ��� B1 = 100.00 ft / �� 5 ,10 B2 = 100.00 ft B3= 97.50ft B4 = 0.00 ft P-ef c,.2:e6f--.70„6 ?O 2° f9 �, ,6. 0 4 k p12 • System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Bill Schumaker, 715 -386 -3121, or the St. Croix County Zoning Department, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet -rock and /or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water- saving appliances whenever and wherever possible. 3. Repair even small water Teaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or dose tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start -up. 12. The upslope toe of the mound system must be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run -off; final settled slope should be 2 -3% over the system or 2 -3% diverting surface run -off around the ends of the system. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the dose tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompan■ their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 • - i PR DEPTH. 15' • _ •� ` � • � . i i . ��" x • RATION POND ® 1.3 / , : 1065.7 r A- • BORING INFILTRATION PIT DEPTH 15' � --- f INFILTRATION POND �.■ HWL= 1048.00 10. ►.6 `Itl� ►� �+ i n`� °h bib 1. ft ti 2 �—, N87 ° 04 ' 321 OA .: 1 6 - 4 AC. X L :r X Li, 4 o t) 048: 1 33" -' 1065. in ° IT\ A \\\ , 7.-- ' \\* d ' \ \ s t ` n X s \ I i OE 3 r� ` `7 2.00 Acr.. ' 7125 s • ft • sb A res C.B.A. =1 •AC. °• 2.00 •c:.: 87125 sq. LB0 =1 •.0.00 871 • sq • .B.A. = 1.1 AC. rn -�= 1050.00 •B• = 2 � AC. L Ifr c N III a r i N 1066.7 9 N X P z Q S • l ...... 1245. A T RQAD -- - - _ •• • L -1444 i ---.. ; NI 201. O a 1 oT ° 1067.1 Z = .73 ACR' 909 SQ. Ff. 1069.1 X X $111k ca _ a o 1 � N x 8 1071.6 327 Acres t ' ■ 142341 ,ft in sq P 2.00 Acres •, ` : A. = 4.0 AC. N 2.00 150,0a 87125 sq. ' 4 - V 1074 1 111111111104 C.B.A. = 2.0 AC. 8 -L• sq. .A. = X 10752 .•• Wddidll 372.7 + 4 iih1 1 1! . '3 ' 5HE 1 - .80' 1 \ i 4 , Owner/Buyer �at.2 l e8.5' Mailing Address 9 F r-A0 )4 is' c) / ,..i / Property Address g 7 ' f /0,5 y— 2 >€ ( V (Verification required from Planning Z e ning Department for new construction.) City /State Parcel Identifi ration Number J,e4 LEGAL DESCRIPTION Property Location --C-XI y , - k %4 , Sec. 36' ,T 9 2f NR /f W, Town of /� .ds -rJ . pa V 7/440 i Subdivision .d 77`ailIt' v r c) n 4.-e- „5"; / r ` rig / e dzc , Lot # . Certified Survey Map 4 n , Volume , Page # . Warranty Deed 4 7n ) 0 a , Volume 2 7 3 1 , Page # 3/ . Spec house (9 no Lot lines identifiable g no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could r :stilt in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three year 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 sta, ;e in the waste disposal system Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Pk ning & 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 an 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 Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the be, t of my /our knowledge. I/we am/are the owner(s) of the property desc::.1' above by virtue of a warranty deed recorded in Re gister of Deeds Office. Nu .ero ► -'rio 71- a 7" SI . 1 , T RE OF AP' LICANT(S) DATE ** Any information that is misrepresented may result in the sanitary I ernut being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Regis er of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) U 2739P 316 se. ca KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO.. WI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 01/28/2005 03:15PN THIS DEED, made between Neil L. Wilcoxson and Mary Jo MARRXEPT * DEED Wilcoxson, husband and wife, Grantor, and Kernon J. Bast and Donalda J. Speer -Bast, husband and wife, Grantee. REC FEE: 13.00 Grantor, for a valuable consideration, conveys and warrants to Grantee COPYSFEE: 4212.90 the following described real estate in St. Croix County, State of Wisconsin: CC FEE: PAGES: 2 SEE ATTACHED EXHIBIT A • Recording Area Name and Return Address: Edina Realty Title, Inc. 400 S. r St. — Suite 115 Exceptions to warranties: Hudson, WI 54016 Easements, restrictions and rights -of -way of record, if any. 456780 1 1— 1'— 1 -1 1 020 - 1110 -30- 000... 020-1109-55-050 Parcel Identification Number (PIN) This is not homestead property. Dated this 28 • y of January, 2005. ./ A AL _4I �j 1 xson N, 6� "1 L. Wi cox Fe * Maiy Jo i� o 7 3 n AUTHENTICA'TIUN ¶lab ACKNOWLEDGMENT • Signature(s) �C .a , \ 4 %,-* ' 1 STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. authenticated this 28th day of January, 2005 Personally came before me this January 28, 2005 the above named Neil L. Wilcoxson and Mary Jo Wilcoxson, * husband and wife to me known to be the person(s) who TITLE: MEMBER STATE BAR OF WISCONSIN execut i I ire fore • oing instrument and acknowledged the same. (If not, 1 _ authorized by § 706.06, Wis. Stats.) / THIS INSTRUMENT WAS DRAFTED BY *Cheri : rown Notary Public, State of Wisconsin Peterson, Fram & Bergman — Steven H. Bruns My commission is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101 3/11/2007 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 U 2739P 317 EXHIBIT A Parcel 1: A parcel of land located in part of the SW '/4 of the NW '/ and part of the NW 1/4 of the SW '/, of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; more particularly described as follows: Beginning at the W 1/4 corner of said section 36; thence N00° 16' 10 "E, along the west line of the NW 1/4 of said section, 1248.49 feet to the north line of Lot 1 of Certified Survey Map recorded in Volume 3, page 669 at the St. Croix County Register of Deeds Office; thence N63 °02'59 "E 148.42 feet to the north line of said SW 1/4 of the NW 1/4; thence N89 °26'58 "E, along said north line, 1182.70 feet to the east line of said SW 1/4 of the NW 1/4; thence S00 °21'37 "W, along said east line, 350.04 feet to the north line of Lot 73 of the Plat of Cottonwood Ridge First Addition recorded at said office; thence S89 °26'58 "W, along said north line, 10.00 feet to the west line of said plat; thence S00 °27'24 "W, along said west line, 2096.76 feet to the centerline of County Trunk Highway "N" and a point on a 1999.00 foot radius curve, concave southerly, whose central angle measures 7°10'30", whose chord bears N84 °30'41 "W and measures 250.16 feet; thence westerly, along the arc of said curve and said centerline, 250.33 feet to the point of tangency; thence N88 °05'56 "W, along said centerline, 83.64 feet to the point of curvature of a 2700.00 foot radius curve, concave northerly; whose central angel measures 3 °17'53 ", whose chord bears N86 °26'59.5 "W and measures 155.40 feet; thence westerly, along the arc of said curve and said centerline, 155.42 feet; thence N04 °29'56 "E 244.01 feet to the point of curvature of a 167.00 foot radius, concave westerly, whose central angle measures 34°24'12", whose chord bears N12 °42' 10 "W and measures 98.78 feet; thence northerly, along the arc of said curve, 100.28 feet to the point of tangency; thence N29 °54' 16 "W 274.22 feet to the easterly extension of the north line of Lot 1 of Certified Survey Map recorded in Volume 12, page 3456 at said office; thence N89 ° ' 12'45 "W, along said easterly extension, along said north line, and along the westerly extension of said north line, 670.44 feet to the west line of the SW % of said section; thence N00 °37'50 "E, along said west line, 496.89 feet to the point of beginning. AND Parcel 2: A parcel of land located in part of the SW '/4 of the SE 1/4 of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; described as follows: Beginning at the South 1/4 Corner of said Section 36; thence N00 °27'05 "E, along the north - south ' /4 line of said section, 1216.78 feet to the centerline of County Trunk Highway "N "; thence S76 °47'47 "E, along said centerline, 1354.82 feet to the east line of said SW '/4 of the SE '/4; thence S00 °07'02 "W, along said east line, 897.02 feet to the south line of the SE %; thence S89 °33'25 "W, along said south line, 1326.80 feet to the point of beginning. 1 - - I ■ PREPARED FOR: COUNTY PLAT 1 I.RNON BAST ANO COTTONWOOD SOUTH DONAL. SPEERBAST 940 LaBARGE RoAo LOCATED IN PART OF THE OF SW1/4 OF THE SE1/4, IN PART OF THE SE1/4 OF THE SW1/4 AND PART OF HUDSON, WI 540. THE NE1/4 OF THE SW1/4 OF SECTION 36, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, SURVEYOR WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 8, PAGE 1642. EDWIN C. FLANUM , u ! NORTHLAND SURVEYING. INC. F 'i 655 A HWY 'SW k P.O. SOX 14 0 D ROBERTS, WI 54023 PHONE 715-749-1716 6 § FAX 715.7491719 1; i NOTE, No OWNER OR RESIDENT SHALL DO ANYTHING ENGINEER WHICH WOULD INTERFERE WITH OR CHANGE THE OPENNrIoN OPT. APPNOVED COLAPPERENSNE KIP JOHNSON g W. 06N6A06 AND SOtL E605I06 PLAN FOR A/CA INC. - .. THIS PLAT. THIS INCLIJOES OUT 18 NOT LIMITED TO LOCATION SKETCH 2920 ENLOE STREET 3 WILD,. WON OBSTRUCTING, OLLTERING. FILLING. OR EXCA VATION° OR PLANT. IN ANY HUDSON, WI 5.10 ARM OP FASEMEN76, WATER DRAINAGE INTONES, ----- PHONE 715-381-5277 WATER RUM... WATER CULVERTS, SER. OR LI.L TERETATewr GRASS SEWN. FAX 715-361.5336 /i%"9"9-N-..F.4%, HO POLE. BURIED CABLES WM TO DE PLACED SUCH THAT OLE IHSTAL.11 OM WOULD DISTURB ANY SUM. ,; g S' .7 EDWIN G. N ...LI STAN, OR OBSTRUCT VISION ALONG ANT LOT LI. OR STREET LINE TNE OWTURBANCE OF A SURVEY VA. . ■..- 1 f PLAN. 1 i BY ANYONE IS A NOLATION OF SECTOR LW. OE ' f;1 1 .. 4 WISCONSIN STMT. UWE. EASEMENTS AS HERON 41 q ----, - q.,,, ;', .....;4....WISCONS , H, gt 4,/f/K SET FORTH ARE FOR THE USE Of PUSUC BONE.. PRIVATE PUBLIC DOUTIES HAW. TNE RIGHT TO ' to " 1 , r- - ' 4 ) . -, Ye:Iiiii4i,:`, ,i,l(1 SONE TNE ARRA. • ,,,,,,, I 'II/4:1 EACN PARCEL SHORN ON 1 MAP Wu THS SUBJECT TO STATE. COUNTY AND TOWNSHIP LAW, RULES., *. Li :'''''*'.7;, t -L WQ - 4% , - , REGULATORS ,I.E... WETLANDS, MINIMUM LOT SILT... . ,. ACCESS TO PARCEL ETC., au°. PURCHASING OR U r; DEVELDRING ANT PARCEL OF LAND CONT.,' THE ST ' CROW COUNTY 20.0 Of FOE ARD APPROPRIATE _le - - --- TOWN BOARD FOR ADNCL SECTION 38, 729N, R19W !I111111111 1 \ \ / 861165 f ' \ \ 1 1 r ilia cw. , , . A 1 1 (.:&176:Jxkm7000 nig9C.g: \ — , 'III,. .-- m- ..= --- (LAG, VI At 1 / ,e,.,...- , ) FIGIETOE OE pr.r.r L,P172?!? / ...„ ...... 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' 1 ; • --------- = . _ -,-------: --,-,---- --, , . ..--- , -WETLAND -- I , , SEC7ION 3a ,O.N.W.M., EDGE I' glii 21EGI. — N89 1326.80' , , ii SECTION SE NOM OCCUPIED DV TRES LAGOS INUNDATE.* '%-., I MOTS ■ il ' I'l \ J, NATURALLY OCLOPPIHO NAVIGABLE WATER AM SUBJECT TO 'MG WISCONSIN Br " G .F T ‘ gtfgErAN '' LITNI=1:11 tIliLP0Th31/1if32 11.M5)..%3 ' I WIC! PRIOR TO BUILDING ON 8/JD LOTS TO ENTERMINE PUBLIC TRUST DOCTRINE. ' COUNTY REDIAREmEHTS. I s,\ \ \ OLITLOT I TO . OEEDED TO THE 0811MANSETWELLOW ' ' PRESERVAW ON SOCIETY FOR PRESERVATION OF AN ASSUMED ...AN SETTLEMENT OSA \ ;I' [UMW 2 PLATTED FOR THE LOCATION OF T. COMMON ,I C, , ;\ .enc SYSTEM FOR LOTS 8,1, 11, 9.1.11. OWNERS OF SAID LOTS SHALL HAVE COMMON AND EQUAL OWNERSHIP I IN SAIO OUTLOT 2. SCALE IN FEET 1" = 100' IffafillEi 1 oo 0 ioo 000 SHEET 1 OF 3 SHEETS THIS INSTRUMENT DRAFTED BY KEVIN REE. 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