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034-1036-40-200
de ' p i t County: �,.i c. � , � Nisconsin Department of Co rce PRIVATE SEWAGE SYSTEM St. Croix Safety and Building Division ,L Y INSPECTION REPORT Sanitary Permit No: 395145 0 GENERAL INFO RMATION (ATTACH TO PERMIT) Sta Ian ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). C G - 7 - D Permit Holder's Name: City Village X Township Parcel Tax No: McGee, Roger I Springfield Townshi CST BM Elev: Insp. BM Elev: BM Description: Y M TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic /� Benchmark --- .1 - -.) a, 4?- 1,1/ TOO Dosing Alt. B (-3D ! o r (S lo' L i Aeration Bldg. Sewer 4 ( b ? O Holding St/Ht Inlet 2 / TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , `L10� 1 Dt Bottom Ji 30 Dosing y f Header /Man. Aeration Dist. Pipe I "i+�l►� ' O 5' 3r Holding Bot. System N` I D2• 2, ,� 7 /s • ZO to Final Grad 7 PUMP /SIPHON INFORMATION Manufacturer Demand St Cov GPM }� r A odel Number 1 TDH Lift Friction Loss System Head TDH t (ey 2. 3.3� ,'►. Forcemain Length f Dia. Dist. to Well zap SOIL ABSORPTION SYSTEM A 2S . Z r S • z8 BEDITRENCH Width Length No. Of Tieneges PIT DIMENSIONS No. Of Pits Inside Dia. Liquid De th DIMENSIONS r � � I •Z) f SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACH Ma cturer: INFORMATION CHAMBER Type Of System: , (� ` — UN I Number: Zoo DISTRIBUTION SYSTEM Header /Manifold Distribution t it x Hole Sizze/ / x Hole S acing Vent to Air Intake I 1 Pipe(s) (l2 3 6 Length _�� A Dia /Z t� Length Dia Spacing !!! SOIL COVER — eo' x — pr ' eshure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes � No Yes I'] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: D 9 /2 - 1 O ( Inspection #�2:� CAI / /� 33/ Location: 2949 County Road E Glenwood City, WI 54013 (NE 1/4 NE 1/4 16 T29N R15w) NA Lo t 1 Par el 142:'06.29 5. 1 .) Alt BM Description 2.) Bldg sewer length = 21 - amount of cover = � Sri 3.) Contour = 01.44"(StIv S Zg' . =lob • �°� / � �. 5�� .' Use other side for additional information. SBD -6710 (R.3/97) Date �Imepctorsnatu Cart. No. 7 -26 -2001 3:56PM FROM WESTAFF 715 381 5499 P.2 Safety and BUD"$ Divw(t County 201 W. Washatptom Ave., P.O. Box 7162 9T C R o I X. rN irlaft m. WI 337'07 -71a On Addcna Oe fitment of Commerce i � Sanitary Permit Application pvil ` 3 ?5l I aawd with Comm: 83.31. Vera. Ad- coat. txswal iKo Mfmo you rovWIN 0 Cbaok V RR riku Mq be mod Aw amoo6gy eseess Law, 615.04O&WJ L Appl"m Wwn mmatiun - Plass PdM AN Inforaatiop Ptopesty owmor's Name � t r , ROGER �►� G EF x � %V" Maing 8 C � l �tI TD nl ST Sc� � ` �1t � E 1 .: bt•s b T IS City. Smta Zits Code . Number t.oe Bloalt Nttm�bet �L►� EN i4 ut1 °i SG SY80 S 7`�3 3 ,u dame � Ntttmber S P yo 1 7 II. of &a& A dud � ( app� I or 2 FRO" DowaM% - Number of fledemoms � LI 0 PaWkJCotmac vW - Dawnbe the ih ER l fJ& F I E L O b'tato owned Nona Road C.TV R E DL type of Permit: (C hak omW on boz on line A (numbering acheoae for haernal ww). Con dok line B K appBeabh) A. i Ne a 2 © 1Lcpisoeaemt System 3 0 of 6 AQdttiom to TI F or 77 tqe System Tani B, 0 C,tweir v Sa wy Penh Prsvioas* Iswtod Permit Number Dace IemKd 1V..Tnw at Pt msk-. (Che& a8 tlnet W*)(numbeft st berme W for imWmd use) 44 0 Nom promudsed 1n4m mil 218 Moved W 7 - S - ) 47 0 Sand Filter 54 0 cowwoeted Wedamd 22 0 Premuimd Is4kotimd 410 Holding Tttok 48 0 Single Pass 510 Drip Litz 45 0 AI -Grade 46 Q Ambic Trtammm ihdt 49 0 Roal mMinn 30 © other Asp Inlmatiov: < Design Vow (NO DwerW Area Diq end Ara Sal Ali madon Pasdadon Riot Symcm B wnuou Purl Gum& Rtgaired proposed R2*GWs.IDsys/Sq -fL) 0A aAwW )ykvatloa ySo g570 , a (f. 6) " l02. 1',- �- VL Taint Info cwa ty is Toed Nttmber MandwCuocr r+efsh she Stec! Mber Made, titltons Capons of Tatars Caocsete Coa: tuaw GM New WIft Taft Tub s o°ta'°e'y°t l00 1000 / FF u.TT resift 0 0 1 C OA2dQ T AJ X VII. Respottsfb Stattelxat- tlst m%dtsstgeed, sssmae bitity for of tDe z'Ot'Y7E5 atio vn oD ti+e attael>td Pbsmber9 Name (Pridt) i s Slmwe Number O � Business Pbomo Number )QoNr4LD -1 dlETt�IcFl IgSB& ? /S- 351 --31/6 ttumbet's Addrew'(Sueet. City. S». Zip ) /O(o WEST 1 as AE CT lgvE 4Lm E'ki)q W S VM. COMIM >Un a4 swituy Apptmvrd C3 Distpp�+ved ; Fa (mc3odas Groundwater Dale Issued hating Aatat Mgnmm (No Slsmps) smwwr 0 owner G;nn Inithl Adverse 3Z S po J ( 0 Detetiat 1X. Caledltiis of AppntveMeasont for Disapproval A / / (YvVar Ch•Ce-rk• 5 • Z) ��'t(kt µ�`1TCr Ya �< .n.S�a��� 4�7 ��u %C�v Pl'' l�c�^u.�aG7kv�r f �'�'Gofn.ttev�•A� �S• A>tati �P� t� <M tis C.aaq aoa) (or tt,c ss� � PPa' net ier if/= x 11 tM t4s ..... Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 - www iscons n www.commerc .wis c ons .wisonsin.gov Department of Commerce Scott Mc. ernor Brenda J; ` d$1 60 44; S cfe(ary July 13, 2001 sECEN I CUST ID No. 14585 ATTN: POWTS Inspector ZONING OFFICE -a, .ST �X RONS PLUMBING & HEATING INC ST CROIX COUNTY SPIA r''` cout4'y . . ;.. FtGF 106 W PROSPECT AVE 1101 CARMICHAEL RD ' tt1GOF ALMENA WI 54805 HUDSON WI 54016'' -- CONDITIONAL APPROVAL J Ide PLAN APPROVAL EXPIRES: 07/13/2003 D N 6620 8 tiers Transaction ID N . SITE: Site ID No. 63316 ROGER MCGEE Please refer to both identification numbers, CO ROAD E above, in all correspondence with the agency. TOWN OF SPRINGFIELD ST CROIX COUNTY NEIA, NEl /4, S16, T29N, R15E FOR: DESCRIPTION: MOUND SYSTEM FOR ROGER MCGEE OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 802822 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. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/operation. 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. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 KEITH WILKINSON POWTS PLAN REVIEWER, INTEGRATED SERVICES WiSMART code: 7633 (715) 524 -3630, FAX: (715) 524-3633, M -F 7 AM - 3:45 PM KW ILKINSON @COMMERCE.STATE. W I.US cc: DALE SCHLIEVE, CEC ROGER MCGEE 07/26/01 THU 13:55 FAX 715 524 9633 SAFETY & BUILDINGS 11002 Min Dose 9a F 'r �f t . '' Dose Chambers =Z. 'fit . vo l urge ft . Can ,2fllo' ally p g �� ' Qa L . / sq . 'F t . /d DEPARTMENT Of COMMERCE DI`IISION OF SAFETY AND ILDINGS 3o sq. ft, / EE CORRESPONOENCE qls /gin, = ��ft. (06 Zo S ?J� ft a� -� -T�� . I I n , Y T I•n "- -. � ltctTO � :. . 13 rA z1 . To ap P+�',.. 1/ 2�AC. Mc4w 6" ML . M 2' r /y/V 5w Flt;t, fil�cez- jo �2. To S ��► 07/26/01 THU 13:56 FAX 715 524 3633 SAFETY & BUILDINGS IJ003 Wastewater toad, Total Daily Flow = 4 ? a gal • Force N Depth, to Limiting Factor = Z1} -�t • M Lan ds l ope D Distdnce from Dose Chamber to Total T Distribution System = ISO e ft Sy Elevation Difference Between VE , Pump and Di str i but i on. System ft • Fr Absorption Area Sizing; Tr --r7 AreQ Required = � �sq , f t . Pump SE �N CIE LJ- l- �i (13) f P� Cc PL Mound Height: Dose Vr Fill Depth (D) f t , F i t( Depth Town s l ope (E) _ �? t. D Cap Pef (G -) f t. Cap •a�; (}•�) L�Q e P Mound Length: / M End Slope (K) = _� ft . Dose C� Total Mound Length (L) _ �a_•Z- '�`t . VC Moun:! Width Upslope Correction Factor Upslope Width (J) = S.°L✓ ft. Downslope Correction Factor = �� Downs lope Width (I) = �-`_$. ft Total' Mound Width (W) ft . Basal Area: Infiltrative Capacity of Natural Soil = r 5 jga l ./sq . f t. /day Basal Area Requ i red- _ �q • ft �� Bosat Area Ava i l able = a s q ft Distribution Pipe Sizing: • Mole Size - �'�� / in. - H o l e Spacing =_! f t . Lateral Length ft . Lateral Size ! i n. Lateral Spacing Ft Distance from S i dew* 1 l to Pi :'L� .i n Distribution Pipe Discharge Rata: �- Number of Holes Per Pipe LcL_ q l ' Flow . Per Pipe - •: l �9P'� Manifold Sizing; J Type (cen*ter or end) Length Diameter 0 jV'V a�'y -. -1. r t . oA�E �3 � In In r, �i I' �, s 3 r 07/26/01 TflU 13:56 FAX 715 524 3633 SAFETY & BUILDINGS 16004 Force Main:.: k _ n M' � n i muM Dos - n g Rate - � 3k�` Z57-05 9Pm D.i a = '`� _ --'; n , Total Dynamic Head System: Head = Ct _3} xt•s � Vertical Lift Friction Loss = I.4- j�-Z ✓Ft . TDH = I Pump Select j on ; Pum w6ll discharge at [east _ gpM at _ f t . total dynam i'c head . Pump model and Manufacturer Dose Vo l ume.f S time's Void Vo t um • of /. Distribution Lines Back low = lot _� l Min murk Dose - 6K21 ga t . Dose Chambei- Vo l ume .' = �, got, Ri' "'n; fi M ' ti ` +.f "•�'- � ru'•J Ada 01rARTMENT Qr CCM&1ERC[ y DRIMON OF SAFETY AND VIL01 jGS (~C CORRESPONDENCE 6 z o � 5 . t.;.. ?h'+ _ T or vc 3 Broccoi {votTo 7 - 00 r T O 13 0 . 07/2601 N 1,3:56 FAX - 7 ` 15 524 3633 SAFETY & BUILDINGS CM 005 O v s� ° N \ o I tLi a ' = a► r ' 1 I� � - i�y[1 s► il fi ll Oki 0 L 1.n C9 I u n a - CU Qc �- W , H6 O � J;.: AA 07/26/01 THU 13:57 FAX 715 524 3633 SAFETY & BUILDINGS 16006 Ln cr "„sue. gel t o u; .:Cb 4 , Lp d: O chi �-' o 1 1 � L lIL 07/26/01 THU 13:57 FAX 715 524 9639 SAFETY & BUILDINGS 007 J -- -- uWV• -- vi to A- :. �+ -- U,; a CI,6 N II II C A N O _C4 Q Oi I 0 0 N d. i d 0 d L _ L >. Q I C G aY IL c O d 6 — 0) — W.4, - CL 0)4-1 II U�x :5 +x: t4 0, N d N u _J 0 !/) Q 4- C C CI - n. O 0: S. L N d pJ O L N II L o, of O O H L,; - Q d C a - u C aj N u Gl s IS Q -r -- -- +' -: d o 44 Gn 6 6 d c O L a- -P F' O O U1 Ln 6 L - •- L L L 6 -- N N iy Oi fir C c 6 a - :3 cs 6 i' W a, W W 0j+ 3 w of£ - Ul ul 3 3 -P i +' ul M 3 -- — +' _F' - P M :5 E O M a c; '-'d 3 a Cl 0 O O 4 z gn :c Z -i -i -i Z Li- O F- J A S\ to Ul LA c CL O A A p u. J � m o yJ Li -. -- qt—� �r ID Q C' La 07/28/01 THU 19:57 FAX 715 524 9699 SAFETY & BUILDINGS [it 008 c O — c : O a a — - w •- L (4 LL. - +> +> F--- u, 3 U 3 0) G, � -P in 0, Cl) LL a U J vi to 0- CA- c O- E 3 5 5. Cr a0 . ,+ ca d O-a0 d L•L N a a O L - J• E O 4 -- '. Q. 0j -W 0) QN Q X61 O i -- a 0) O OM L << a d_ - -- U c W n• 11 L - - Ga 6 (Y ) CAA Q� - - C a :. 4-P 6 OWN a d d c O L L J L C ] C Q1 V1 +' 4 q Ul Vl - 0 - L — 5_ L L a -- cu v w w -ice ca 0d - --- — d c d ccda - 30d +j varww +-A O as LA 0 -- w W V c, — aaw +' L 4. 0 0 3-- 4. i- 0 3 E O?. 3-Y O CCa+'CLi CL <- v LOLL- uU�W!- 3 »Qn -¢� P�4�S2= -J-i -J cu S Ul d d C Z3 L L o ui a C Ul dj 0 3 111 U{ UI c. 3 0 rl A W Q C Ir o � �N - J LE c1. O r O .j � . -5 J N� HEAD /CAPACITY CURVE TOTAL DYNAMIC HEADWA07Y PER MINUTE EFFLUENT and DEWATERING EFFLUENT AND DEWATERING WARNING: Model 185 should not be subjected to less than 30 feet TDH. „ TOTAL ITRAYIO REA/1CAPAOITT PER MM 32 VFLIE11TAWKWATUNG 100 s3a5 UR[$ 5740 N 177.130 111 1 143 IN In IN is IN ri )e IT. _Ja Ol 'LM ML Lko Y LM " - u1m , I ad f3a 0t tti k 01, 0i LYi el th Oa Loa 80 s . - 'JAI 43 In n 371, IN s!1 1N AN 01 0, a ;611. -': a 0 1a IN. la .117 26 » '„ 1N N 111 0 »I' » ;1N to S* a '211. a >131 a 111 to /N 151 pt 0D is 172 it - 71. 4 fit I" In a so a w a w 142 517. la 510 24 a 1,35 :.` a n: a :1s5. a In Is 111 a 20 is no 111 sll IM .111 » ri /S! ;;;> 1 >• )/ ',1M, N as no a 0 IX MI 1133 111. p 22 N 31 ` f,11 a N5 a :311 a s21 N .3N N E75 131 Ia /sf A1. 1 » 444 1115 .. M 117 M In a !fM. » :111 a slfla s/7 n1 20 ss .tut ; st N a Ib a 11(_. a 311 a 331. N 7a 1N 17.s 16 .11M IS p. a Ili. 36 111 a 311 71 3N a w. 1• 70 .31.14 a .115: 15 ::15: a .10, a 1#$ » at t ss N Ila a >f/: .IN N :1ta 0 1a a 11.a a 13t< s ,1 » 11 10 : ss.:. Zf . ». 13 a3 315 �::s10 12 LotVIR 1027' a' a' a a C it N' Ilf 74 C e 35 1 ID 4- h a ' 61 Is Its 2 -- 5 HEAD /CAPACITY CURVE t7 � � 13 I3 a 37.3 SEWAGE and DEWATERING 10 So 4 40 ao 70 ao 90 100 I 10 120 30 1.0 115010 aD 160 240 320 4 00 aao Sao WARNING: Model 293 should not be subjected to 0 FLOW P" IaM,13 loss than 15 feet TDH. TOTAL DYNAMIC HEADXAPACITY PER MINUTE SEWAGE AND DEWATERING IEARt 352 355 311 311 312 N/ N! NI 2N NI NI• FT. Al Gal L Gal L Gol L Gal In Gal L Ga1 L Gal L Ga1 L GW In Gd I Gal In S 152 10 311 121 HA IN 111 121 111 130 1!Y 110 011 110 ::410 in :712 22S 112 100 1011 10 ' 3.05 60 227 N 377 N 33 7. N 317 N 310 1S1 so 121 0 IN ON 2N .M 360 1320. y 15 151' 22.5 ''15 so 111 50 UO 50 111 63 M 135 Aft I N 101 130 112 166 .021 IN 700 3N 1130 20 :&10 10 . N 10 k to 30 33 IN 106 101 N 333 111 ":ISO IN '!6N 161 01 250 3 :) 26 2d2: 16 2t) 6I 251 1N 101' t36 .$1$ 153 IN 200 Ist ? 0- 30 :1.11 , p 167 17 111 N 10. . 121 KL 110 610 151 10 70 5 It, 1N IN 368 115 138 13 50 1511 SI 228; N 317 la N 1110. IS A1, N 9" 4 10 .2151;, 26 16 Y 1 � s Lock VW" 11' 215' 1 215' 213' N' 36' 1 12' N' 62' 77' 1 10' 1} ao 6 le So 793 • 73 7a7 1s � JeR to 7 7a7 797 S 66 e . a 7N 793 q5 D '� U.S. CNLONS le 70 >0 SO a0 7e N 10 10p 110 170 1p 1b 30 1 60 1701.01 J00 JI 370 2 NO 750 7a0 )/0 N ?N 710 7 S.1D M 330 370 3N 13io 400 IL LITERS 0 N 160 240 370 100 LN 540 NO 770 000 NO Sao 1010 1170 1700 17N ';60 1 330 1Sn Flo. KR 1 WE 07/26/01 THU 13:55 FAX 715 524 3633 SAFETY & BUILDINGS fm001 C goi) r i d)" A r K e i Oj j ., r 5 L afft + AdT *A �5 c�. S Wisconsi apartment of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor anq Human Relations l i v ls icVi �i Safety & Bmildings ih accord with ILHR 3 5, Ad m. d / {- Z4 COUNTY Attach complete site plan on apex not less than 8 1/2 t I1 inches in e.'Rlan musi4nclti'Ue Iby� St. Croix not limited to vertical and horizontal reference point (BM), direction and �/ of slope, sca le_pr' v PARCEL LD. # dimensioned, north arrow, and location and distance to nearest road. 034- 1036 -10 -000 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWE Y ATE PROPERTY OWNER: PROPERTYfL43C94T1 Ifs 2, GOVT �= +i 1 /4,S16 T 29 N,R 15 @for) W �� PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK# ,SUBD:'NAME OR CSM # 866 Clinton St. S. na -, _na� _. csm 15 acres CITY, STATE ZIP CODE PHONE NUMBER ❑CITY tttA KFOWN NEAREST ROAD Almena, WI. 54805 (715)357 -3933 Sp ringfield Ct . Rd. "E" [ New Construction Use [ Residential / Number of bedrooms 3 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 450 g pd Recommended design loading rate - 5 bed, gpd /ft -6 trench, gpd /ft Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate • 5 bed, gpd /ft •6 trench, gpd /ft Recommended infiltration surface elevation(s) 102.40 ft (as referred to site plan benchmark) Additional design / site considerations system area based on contour line of el. 101.40' Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ❑ S CC 11 ❑ U El [3: El S ® U 1:1 S K7 U ❑ S KI U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft tiPw Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench do .................. 1 ' 1 0 -10 10yr3 /3 none 1 2msbk mfr yw 2f .5 .6' 2 10 -24 10yr4 /3 none sil 2msbk mfr gw if .5 .6 ,S Ground 3 24 -35 10yr4 /4 none 1 ms Osg 1 • mvfr gw na .7 .8 10 ft. 4 35 -60 10yr4 /4 c2d 7.5yr5/8 lfs Osg 2 mvfr na na .5 .6 Depth to limiting factor • 35" Remarks: Boring # 1 . 0 -11 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 S <_' 2 <€ 2 . 11 -18 10yr3 /3 none sil 2msbk mfr gw if .5 .6 U , 3 18 -29 10ry4 /4 none ms Osg mvfr yw if .7 .8 Ground elev. 4 29 -50 10yr4 /4 c2d 7.5yr5/6 scl 2msbk mfr na na .4 .5 , 1 01. Eft. Depth to limiting factor . 29" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Av ew Richmond I 54017 Signature: Date: 3 -18 -2000 CST Number: m02298 I PROPERTY OWNER Roger McGee SOIL DESCRIPTION REPORT Page - f 3 PARCEL I.D. # 034 - 1036 -10 -000 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft rt in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends 1 0 -9 10yr3 /3 none 1 2msbk mfr gw 2f .5 2 9 -21 10yr4 /3 none sil 2msbk mfr 9w if .5 .6 t Ground 3 21 -39 10yr4 /4 none ms Osg mvfr gw na .7 .8 elev. 10 4 39 -60 10yr4 /4 c2d 7.5yr5/8 lfs Osg? mvfr na na .5 .6 Depth to limiting factor 391 Remarks: Boring # Ground elev. ft. — Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. i ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Roger McGee 1554 200th Ave. CSTM2298 NE4NE4 S16- T29N -R15w New Richmond, WI 54017 MPRSW -3254 town of Springfield (715) 246 -6200 N 1 " =40' BM.= top of it pvc pipe C el. 100.00' Alt. BM.= to of 1" vc p C el. 100.00' \" A A A A d �2Q V � a " f �� a0 -�- ry L. tee 3 -18 -2000 L Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites According to Chapters ILHR 20& 21 of the Wisconsin Uniform Dwelling Code, soil erosion control informa- tion needs to be included on the plot plan which is submitted and approved prior to the issuance of building permits for 1 & 2 family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: 1. Complete this plan by filling in requested information, completing the site diagram and marking (✓) appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. C 3. Submit this plan at the time of building permit application. Site Diagram Scale: 1 inch = oQ feet EROSION CONTROL PLAN LEGEND PROPERTY LINE f _ _ EXISTING ' DRAINAGE TD TEMPORARY DIVERSION FINISHED DRAINAGE l C r_ _ _ _ LIMITS OF GRADING SILT FENCE STRAW f C A f J Aq BALES '^ K.i. GRAVEL „ + ` VEGETATION SPECIFICATION ® TREE ,,. PRESERVATION r. STOCKPILED SOIL r Please indicate north by completing the e arrow below. � � I �a —N— r V CG I U r _ / p S PROJECT LOCATION BUILDER Z J6 -. /%? T tai OWNER G C Y WORKSHEET COMPLETED BY 45"#' l��'�tL �Ll DATE EROSION CONTROL PLAN CHECKLIST ` ,0 4S Check ( ✓) appropriate boxes below, and complete the site diagram with necessary information. Q Q� �aF Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. �. ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ 6, Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. ;Q, Approximate gradient and direction of slopes before grading operations. Approximate gradient and direction of slopes after final grading operations. ❑ Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices J� ❑ Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). f ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre- vent eroded soil from leaving the site. ❑ Location of sediment barriers around on -site storm sewer inlets. ❑ Location of diversions. Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. 2� ❑ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. .. ❑ Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year -round flow.) ❑ Location of other planned practices not already noted. a c� 4cr� Indicate management strategy by checking ( ✓) the appropriate box: m Management Strategies N ❑ Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). Indicate re- vegetation method: Seed X,, Sod ❑ Other ❑ Expected date of permanent re- vegetation: Re- vegetation responsibility of: Builder ❑ Owner /Buyer' Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes ❑ No ❑ ❑ Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. A ❑ Trapping sediment during dewatering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. �6. Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Jio�— Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). {I • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266 -3558. Erosion Control for Home Builders (GWO001) can be ordered through Extension Publications, 608/262 -3346 or the Department of Commerce, 608/267 -4405. EROSION CONTROL REGULATIONS, ... UNIFORM DWELLING CODE (DEPT. OF COMMERCE) PROJECTS AFFECTED • Straw bales, filter fabric fences or other barriers to e All new 1 and 2 family dwellings in Wisconsin started protect on -site sewer inlets on or after December 1, 1992. • Additional controls if needed for steep slopes or other • Additions to dwellings built after June 1, 1980. special conditions MAINTENANCE AND WASTE DISPOSAL APPLICATION PROCESS • Sediment controls must be maintained until the site is • Erosion control measures must be included on the plot stabilized by mulching and seeding, sodding or plan submitted with the building permit application to landscaping the local building inspector in communities where the • All building waste must be properly disposed to pre - dwelling code is enforced vent pollutants and debris from being carried off -site • Plot plan must show: ENFORCEMENT — Location of the dwelling, other buildings, wells, sur- face waters and disposal systems on the site with •Erosion control inspections will be made during other respect to property lines regular inspections (footing and foundation, rough con- struction, final, etc.) — Direction of all slopes on the site •Violations must be corrected within 72 hours — Location and type of erosion control measures • Stop work orders may be issued for noncompliance CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT • Silt fences, straw bales, or other approved perimeter e Local building inspector measures along downslope sides and side slopes • Department of Commerce, Safety and Buildings Divi- • Access drive sion, P.O. Box 7969, Madison, Wisconsin 53707, (608) 266 -2128. STORMWATER PERMIT (DNR) PROJECTS AFFECTED — Proposed erosion and storm water pollution control • Any grading or construction project that disturbs 5 practices during and after construction acres or more and is not covered by a building permit — Documentation that an erosion control and storm • Smaller sites that are part of a planned development water management plan which meets DNR standards involving 5 acres or more of land disturbance has been prepared (plan does not need to be submit- • Effective October 1, 1992 for any new or continuing ted with the application) project —Other information related to site location and per- • Exceptions: Indian tribal lands and work done by local mit holder government staff CONTROLS REQUIRED APPLICATION PROCESS • Erosion control measures specified in the Wisconsin • File a "notice of intent" application (Form #3400 -161) Construction Site Best Management Practice Handbook with the Department of Natural Resources (DNR) 14 • Measures to control storm water after construction days before construction begins FOR MORE INFORMATION, CONTACT • Application must include: • Department of Natural Resources, Storm Water Per- - Timetable for land disturbing activities and installa- mits, P.O. 7921, Madison, WI 53707 -7921, (608) tion of erosion control measures including project 266 -7078 start and completion dates LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. A publication of the University of Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources and Department of j Commerce, Ron Struss, Water Quality Educator, UWEX Western Area and Carolyn D. Johnson, Urban Water Quality Educator, UWEX Southeast Area. UW— Extension provides equal opportunities in employment and programming. This publication is available from county UWEX offices or from Extension Publications, 630 W. Mifflin St., Madison, WI 53706, (608) 262 -3346. Copyright 1997 by the Board of Regents of the University of Wisconsin System doing business as Cooperative Extension, University of Wisconsin— Extension. Send inquiries about copyright permission to Director, Cooperative Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Drive, Madison, WI 53706. GW0001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites DNR: WT- 458-96 R -02- 97- 2M -1 0—S i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSIiIP CERTIFICATION FORM Owner/Buyer F Gee, Mailing Address Property Address D 9 4 - Q , `u � - 9� (Verification required from Planning Department for new construction) uZ-� 1 ¢ City /State Q \QC ne C- kk W , Parcel Identification Number 0 3'k y 1l��to • '�(� *"i6WV% %h: P LEGAL DESCRIPON i Property Location NW i/., NL r /•, Sec. 112 _, T_ a N -R !kL -W, Town of e Subdivision . Lot # Certified Survey Map # U"Al`31 , Volume % Page # `AO Warranty Deed # Co L- . Volume h5(o . Page # Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM -- CE 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 three year expiration date. , R SIGNATURE OF APPLICANT V DATE OWNER CERTIFICATION ( the owner(s) of I (we) certify that all statements on this form are true to the best of m y (our ) g knowled e. I (we) am (are) the property described above, by virtue of a warran eed 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 y a copy of the certified serve m if reference is made in the warranty deed SEP -06 -00 03:07 PM P.01 ' M AINTENANC E & MONITORING AGREEMENT Permit Number. Dote Filed: Comp. No. Owner's Name: _ Rp C g Yh C GEfi Plumber's Name: o A),qLo N Q1s tP C Owner's Address: ( ( C+L iIV T bA/ Sr. 5 Plumbees Address: / WEST DARK 14 �E E l4 S OS Almig - jyl4 W ( _ S V R0S Daytime Phone No.: 357 - 3 9 3a Daytime Phone No.; 0 71S - 2S 7 — 3 Address of Property: C'0 U&rr V ROAM E Parcel ID (Comp #): h_3�! -1 0 3&P - t0 - 00 0 Legal Description: Nif� 1/4 4 E 1/4 or Gov't Lot # Section Township 2 R -- anpe� Subdivi Name IS Ac RE' PA ft E L Block # '— Lot # Town: $ Q I q1 A F I E L O As the POWTS component or system owner: I agree to allow It" and unlimited access to the project during daylight hours to any Zoning and Planning COMM" Member or any Zonlnp and Planning Employee who Is investigating the project's constructbn, operation or mshtensnce. I agree to maintain the PpWTS system and POWTS components at alf times so as not to create a human health hazard or nulOnce. I" to ensure tint the operation and maintenance of the POWTS occurs in accordance with Comm 83, Wisoonaln Administrative Code and the Management Plan as submitted under Comm 83.54(f). " 0% * I agree to notiry f� County within 10 days of any maintenance or management of my POW7 component or system wNh an approp►tate report lndkeling that I am the owner, the site add s of the property (and POWTS), the lose/ descroWn of the 7 rty and my parcel Identification number Coun Co afar Number). 6PJ,9L,0 1 7 / DIETRIC LdAt-rj, -Z6 -O/ not name of appiicent/agent I nature Date MP l4Sg� 1 11 L -36 -01 FRI 1 :28 PM RON PLUMBING & HEATING FAX NO. 715 357 6301 P. 1 • a - IOljHQDV Pill FAA BARRON C0 ZONING �JU� c fir" Job MWAd I 91n'leme � G pumuortt to c M.U. Wis. Adm. Code Setrt� Tent Ths eeplb Sank shah be maintained by an individual CsrfMed to esrvlcs salmi tanks under s. 2111 48, Stella. r►ts ta. l he eonte O the septic tank shalt be disposed yr to accordance wnh NR 113, Wis. /14m. Cods. The operating condition of the scpnie lank Ind outiet After shall be aesessed at ieest Ones every 3 year= by InSPShcen - the outlet alter shall be clooned as nezessary to ensure oloper operation. Th* filter cartridge should not De rennvaad unless provtslons era made to retain solids In the tank mat may slough off the tutor vrfnen rvmavad from Its enctosura. If the Alter is equipped w M an alarm, the flher shall be serviced w the elan, is activstad continuously. Intermitiont Altar olarmt may Indladli s urge flails of an impending continuous alarm_ The oaptie tank shall (lave Its contents tamo"ad when the volume of sludge and %bum in the tank exceeds 113 the liquid volunne of tha tank It Me contents of the tank are not rernoved at the time of a triennial esseasment. maintenance personnel shall wohries the w nsr of wh r the rW4 servtea needs to be performed to maintain tees than maoftum scum and sludge accumulation in the tank. The odddibon of b(ologicall or chemical edditiver to enhance septic tank performance in gal >.raly not required. { brsever, if such products are used they shall approved for septic tank use by the Department of Cnmrrtw -a. Safety and Buildings Division. Pupae Tent v wlry yprs pump Operetten. If an affluent Uterine Is I Malled wtltN n t tank tt shall be Inspected and Seta sh all be to Mound and Ptar eUnil Dlatribtiltion System _ an m ay b shall be uscled an mu �t a as rkocemary be p aroslon and to provide some protection from float pen�stidn. Valle (other than for vegaWth a maintwWrICe) on the mound Is not recommended since seal aonpaction may hinder aeration of he Inllltra o rwrfaoe within the mound and snow compaction in the winter will Pro' - o nes pwwtrvbcn. C 0d wnrather Installations (OclotW.February) ddtste that the mound t» hw Ay muWvd for frost protection. not exceed 2211 mg/L 8006, 16o mg/LTSiX and 30 mg/l. FOG. Influent flow may not f exce i o R Ir e maaim quality Yr the mound ay urn design flow specified m ed in the perml for this instellstien. d The pressure dbwputlon symorri is provided with a flushing Point at the end of each lateral, and it Is recommended that each let" be flushed of eceurrr solids at least once every 18 months. When a pre :sure bestts polbrmed it should be compered to the Initial teat when Qre system was installed to determine It ortnce dogging rmas occurred end It ariflce cleaning Is rodulted to maintain a 1 , t distribution wlthlo the disPasat Celt. Observation pipes within the dispersal call shall be checked for eftxwd pending. Ponding levels shelf be reported to the owner. and any levels above 4 inches considered as an "ending hydraulic tailors requiring additional, more 0"Quarrt monitoring. This c Manuel [a D -1°57z-P (Ft. SM ] -grid local or rules pertaining to systern I mo Maintained Avies aria maintenance reporting. rte• reporting. No one should ever arrive a septic or pump tank since dangerous ge900 may be present that could cause death. Sgptic and pump tank abandonment shall be in accordance With Comm 133.33, We. Aden. Code when the tank: are no longer used as poyffs comp rwas. Septle or pump tank manhole ris+ars, 400--9 risers and oovdm should be lnspedad for water tightness and soundness. ACaess c ortings used for Service and assessment shad be sealed watertight upon the egmpretlOn of sdMcs. Any opening dewndd unsound, defective, or subject to failurs must be repkcW. Fjposed games Openings graaier than 8-Inches in diameter shall be aeourod by tan sdfeartivs locking device to prevent accidental or unautherlad en" into the tank. It the septic tank or any of ft eofriponaflttl become defects the tank or Copliponant shad be rapelrad or raptocad to k"P the system in proper operating condition. if ih0 doskM ta"K pump, pump awitrols. alarm or rotated wiring becomes defective the da?e0thre component shall be repaired or rsphwad Immediately with o componant of ft cams or equal performance. If the mound component falls to at:cvpt wastewater or baglns to discharge wastewater to the ground etbrfaoe, it will ise pepwithd or replaced in no Present location by increasing beast eras If boo leakage eamrs or reniavtng biologically etgpged ad+korpllon and dispersal's a. and related Piping, and replacing sold oomponwd9 as donned newa9ary to bring the system Into proper operating condition. Questlotta on the operation of muintenoe of Mid system should be directed to your county zoning of health Inspectef. , , Id ) M iVS86 7- Zr,- e/ 10/27/2000 13:55 FAX 7185370847 BARRON CO ZONING Vi U2 Mound System Management Plan Pumuent to Comm 83.54, Mile. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, State. The contents of the septic tank shall be disposed of in accordance with NR 113, We. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at West 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 roads to retain solids In the tank that may slough off the 1Nte1' 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 need service needs to be performed to maintain lase than maodmum 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 approved for septic tank use by the Department of Commas, Safety and Buildings Division. Puree Tank The pump (dosing) took shall be Inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verily proper operation. If on o luent f liter Is Installed within the tank R shall be inspected and serviced as necessary. Mound and Pressure Distribution System No tress or shrubs should be plantsd on the mound. Plantings may be made around the mound's perimeter, and the mound shall be $eeded 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 moornmended since soli conpaction may hinder serstion of he infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Coll weather installations (O - February) dloWe that the mound be heavily mulched for frost protection. influent quality kft the mound system may not exceed 220 mg1L B005, 1190 mg1LT98, and 30 m91L FO(3. influent flow may not exceed ma dmum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the and of each lateral, and It is recommended that each lateral be flushed of eecunlulated solids at least once every 18 months. When a pressure testis poMrmad 4 should be compared to the Initial test when the system was Installed to determine if orifice Clogging has occurred and N orifice owning Is required to maintain equal distribution within the dispersal call. Observation pipes within the dispersal Cell shall be checked for effluent ponding. Ponding levels shall be reported to tine 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 62 -84 Wis. Adm. Cede, and $11911 mahtolned in accordance with Its' component manual (SBD610572 -P (R 8199)] and local or state rules pertainkq to system maintanee and maintenance reporting. No one should ever order a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, We. Adm. Code when the tanks are no longer used as POWTS cornporwrrta. Septic or pump tank manhole rises, some risen and covers should be Inspected for water tightness and s oun dness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, detective, or subject to fallure must be replaced. Ekposed access openings greater then 8-inches in diameter shall be secured by an effective locking devtos to prevent soddentai or unauthortaed entry Into the tank- It the septic tank or any of Its components become defective the tank or component shall be repaired or replaced to keep the syftn In proper operating condition. If the dosing tank pump, pump controls. alarm or related wiring becomes detective the defective component shad be repaired or replaced Immediately with a component of the some or equal performance. It the mound component falls to a w wastewater or ins to discharge wastewater to the ground surface, it will be repaired or replaoW In its' present location increasing basal wren if ton leakag occurs or removing biologloelly clogged adsorption and dispersal medfe, and rotated piping, and reptadrtg said components as deemed necessary to bring the system Into proper operating condition, Quastlott$ on the operation of maintence of this system should be directed to your county zoning or health inspector. � MP /S/SSr. 7- z &- d/ 4 i r STATE BAR OF WISCONSIN FORM 2 - 1998 647703 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CROIX CO., WI This Deed. made between Villma Farms, I nc ., a Wisco RECEIVED FOR RECORD Corporation _ — — 06-06 -2001 6:30 AN WARRANTY DEED Grantor, and Roger P. McGee and Susan M. McGee, husband and wife EXEMPT I CERT COPY FEE: COPY FEE: TRANSFER FEE: 94.90 _ RECORDING FEE: 10.00 Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Recordinit Argo Name and Return Address Part of the Northwest Quarter of the Northeast Quarter (NW 1/4 of NE 1/4) of Thomas A. McCormack Townshi Twenty-nine 1020 10th Ave' Section Sixteen (16), p mY -nine North (T29N), Range Fifteen Baldwin, W1 54002 West (RI5W), Town of Springfield, St. Croix County, Wisconsin, more particularily described as Lot 1 of Certified Survey Maps filed May 18, 2001, in Volume 15 of Certified Survey Maps, at page 4087, as Document No. 645815, Office of the Register of Deeds for St. Croix County, Wisconsin. 034.1036-40 Parcel identification Number (PIN) This is not homestead property. (is) tltttsws) Exceptions to warranties: all easements and restrictions of record. Dated this — / day of 2001 Vill Farms, • _ * on RingstadPre + . June Ringstad, Secretary AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signatures) ) u• -- _ - -.— St. Croix County.) n Y Personally came before me this / day of authenticated this day of 2001 the above named Villman Farms, Inc., a Wisconsin Corporation TITLE: MEMBER STATE BAR OF WISCONSIN tome known to ) who executed the foregoing (If not, instrument a t "C" Od gelte same. authorized by 9 706.06, Wis. Slats.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin, WI 54002 Notary Pu o 4!n (Signatures may be authenticated or acknowledged. Both are not My Comma ent I not. state expiration . necessary.) 1 *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DIED STATE MR OF WISCONSIN FORM N•.2 • Iffy INFORMATION PROFESSIONALS COMPANY POND OU LAC. WI 600- 655.2021 JW3 c l R H v = ¢ c o �3A ° Y £ MAY 1 W i° x LL LL i o �aec.wcc W LLI 1 L,j ,-JLn ' r2Wr• s o c..w ur s "` C E R T I F I E D SURVEY MAP LOCATED IN THE NW 114 OF THE NE 11'4 OF SECTION 16, T. 29N, , R. 15W., TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: LEON R I NGSTEAD D. O. T. APPROVAL 55 -128- 3069 -2000 NORTH QUARTER CORNER SECTION r6 - FOUND UNPLATTED +' LANDS NORTHEAST CORNER COUNTY SURVEY NAIL" • ...... 1 " " "" " "" SECTION 16 - FOUND (SB9 °09'49'E) COUNTY SURVEY NAIL NB9 °36' 20 "E NORTH LINE OF THE NE 1i4 138. 94' (2663. 1 H. S69 ° 36' 20" W 2524. 99' o _ — � u c soo° so' 03• w) — — \� — — — — — — — C. S. M. o gN S00 ° 23' 17 "E ...... • • .0 290. 10' \ .......... BEAVER . .... CREEK LOT 1 \ . .. N89 ° 36'20'E o .•• .....S.. M. _ . ... 138.21' (S89 ° 09'57'E) LOT 2 LOT . _ • I NB9 ° 36' 25 "£ (S00 ° 50' 03'W) ]Do' HIGHWAY 218.30' T 600 °23' 17 " SETBACK LINE SHED-, J E 65.53 J} VOL. 14 PG. 3801 '8 • PG... ............... ..... .............. O BARN ( 195. 13 ) 195. 13 23' ± N13 ° 0I' 29'W z y ( N86 °49' 35' E) 30' t APPROVED ? _ N85 ° 35' 29" E — ' �' r y m 2 18' +i– ST. CROIX COUNTY Ul y SO4 ° 42'42 w 75 Plannino Zonina and Perks Cammittee 'W 30't z w AE N — 61.63' ...........►...... MAY 18 ZQOj S46 ° 45'22'E r � ' N83'S1 08'E H a 0 68.88' 175 4 f' g 2 If not recorded within al days of O D N SETBACK FROM HIGH N83 °33' 35 'E approval dateaPProvalshallbe r O WATER MARK ( 75') ; r nrrM and vod � z a J 46.38' m O tv : -•I LOT 1 20.2 ACRES v A 19. 96 ACRES TO M. L. rn ; Z 869,598 $0. FT. : 6 19, 82 AC. TO M. L. EXC. R. o+ y 863,362 SO, FT, APPROX. I 1 ' N. OF E -W F� \ \L SW COR. NW -NE N E -NW _ N W-NE SE – NW S89 ° 35' 46 "W 973. 10' f SW - NE ' SOUTH LINE OF THE NW 1 i4 - NE I i4 J Elm UNPLATTED LANDS LEGEND 0 SET 1" X 24' IRON PIPE WEIGHING �u1W111111n14 1.13 LBS. PER LINEAR FOOT. ` � 0 j N%, • - FOUND I" IRON PIPE /A ( ) - RECORD DATA a ' -- WATER'S EDGE JAMES M. WEBER *� BEARINGS ARE REFERENCED TO THE S•1804 NORTH LINE OF THE NE 1e4, SECTION SPRING VALLEY, 16. MEASURED AS N89 20'E. C r yy O Q` \ ST. CROI CO. COORD. SYSTEM). 1' .250, YQ a SHEET I OF 3 0 50 250 500 JAMES M. WEBER 5 -1804 NELSEN -WEBER LAND SURVEYING 20000978 THIS 1NSTRUACNT DRAFTED BY JIM WEBER DATED tnA� �T' Vol.15 Page 4087 C E R T I F I E D SURVEY MAP LOCATED IN THE NW 1 OF THE NE 114 OF SECTION 16, T. 29N. , R. 15W., TOWN OF SPRINGFIELD, ST. CRO I X COUNTY, WISCONSIN DESCRIPTION A parcel of land located in the Northwest 1 /4 of the Northeast V. of Section 16, Township 29 North, Range 15 West, Town of Springfield, St. Croix County, Wisconsin, more fully described as follows: Beginning at the North Quarter Corner of said Section 16; Thence North 89 °36'20" East (recorded as S89 °09'49 "E), along the north line of said Northeast 1 /4, 138.94 feet to the northwest corner of Lot 1 of a Certified Survey Map recorded in Volume 10, Page 2962; Thence South 00°23 East (recorded as S00 °50'03 "W), along the west line of said Lot 1, 290.10 feet; Thence North 89 0 36 1 25" East (recorded as S89 °09'57 "E), along the south line of said Lot 1, 218.30 feet to the southeast corner of said said Lot 1; Thence South 00 °23 East (recorded as S00 °50'03 "W), along the west line of Lot 2 of said Certified Survey Map, 185.53 feet to the southwest corner of said Lot 2; Thence North 85 °35'29" East (recorded as N86 °49'35 "E), along the south line of said Lot 2, 195.13 feet (recorded as 195.09') to the beginning of a meander line along Beaver Creek; Thence South 04 °42'42" West, along said meander line, 61.63 feet; Thence South 46 °45'22" East, along said meaner line, 68.88 feet; Thence North 83 °51'08" East, along said meander line, 175.41 feet to the end of said meander line and the southwest corner of a Certified Survey Map recorded in Volume 14, Page 3801; Thence North 83 °33'35" East, along the south line of said Certified Survey Map, 146.38 feet; Thence South 06 °05 East, 786.16 feet to the south line of said Northwest 1 /4 of the Northeast ''/4; Thence South 89 0 35 1 46" West, along said south line, 973.10 feet to the southwest corner of said Northwest 1 /4 of the Northeast'/.; Thence North 01 West, along the north — south quarter line of said Section 16, 1320.50 feet to the point of beginning. Contains 20.2 acres more or less, including all lands lying between the meander line and the thread of the stream of Beaver Creek between the extension of the easterly and northerly lines of the lot as shown. Subject to County Trunk Highway "E" right -of -way over the northerly 45 feet as shown. Also subject to any and all additional easements, right -of -ways or conveyances of record. SURVEYOR'S CERTIFICATE I, James M. Weber, registered land surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinance and under the direction of Leon Ringstead, owner, I have surveyed, divided, and mapped the above described parcel of I�nd''('4ti„)his map is a correct representation of the boundary thereof. JAMES M. Dated this Z-� day of MAC , 2000. WEBER 81804 -YS v.. v t SPRING VALLEY T VA James M. Weber, S -1804 F OQ� NELSEN -WEBER LAND SURVEYING, INC. w NOTE: The parcels shown on this map are subject to State, County s, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. 2000097b This instrument drafted by Jim Weber SHEET 2 OF 3 Vol.15 Page 4087 C E R T I F I E D SURVEY MAP LOCATED IN THE NW 11 OF THE NE 1i4 OF SECTION 16, T.29N., R. 15W. TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN HIGHWAY SETBACK RESTRICTION No improvements or structures are allowed between the highway right -of -way line and the setback line. Improvements include but are not limited to signs, parking lots, parallel driveways, wells, septic systems, drainage facilities, etc., it being expressly intended that this restriction shall constitute a restriction for the benefit of the public according to Section 236.293, Wisconsin Statutes and shall be enforceable by the Wisconsin Department of Transportation or its assigns. Contact the Wisconsin Department of Transportation for more information. NOISE The lot of this land division may experience noise levels exceeding the levels in s.Trans 405.04, Table 1. These levels are based on federal standards. Owners of this lot are responsible for abating noise sufficient to protect this lot. ACCESS RESTRICTION CLAUSE As owner, I hereby restrict all lots and blocks so that no owner, possessor, user, licensee, or other person may have any right of direct vehicular ingress from or egress to any highway lying within the right -of -way of State Highway 128. It is expressly intended that this restriction constitutes a restriction for the benefit of the public as provided in 9.236.293, Wisconsin Statutes and shall be enforceable by the department or its assigns. GoN JAMES M. WEBER 8-1»04 SMNG VALLEY Q , V4 � /rte Q S J ` " ' r ioirrr r �inniu�� Cl 2000097b This instrument drafted by dim Weber SHEET 3 OF 3 Vol. 15 Page 4087 Rod Eslinger From: Post, Eunice A [PostE @mail01.dnr.state.wi.us] Sent: Thursday, April 06, 2000 9:03 AM To: 'Rod Eslinger' Subject: RE: Roger Mcgee just pasture grass Eunice Post Water Regulation and Zoning Specialist Department of Natural Resources West Central Region - Baldwin (715) 684 -2914, ext.119 email address: poste @mail0i.dnr.state.wi.us > ---- - - - - -- > From: Rod Eslinger[SMTP :Rode @CO.Saint- Croix.WI.US] > Sent: Thursday, April 06, 2000 8:58 AM > To: Eunice Post (E -mail) > Subject: Roger Mcgee > <<File: Chess.gif>> > Hey Eunice, > Did you recall when you were at Roger Mcgee's property in the Town of > Springfield, any wetlands that could be affected by the construction of " > the proposed driveway? Thanks > Rod Eslinger > Zoning Specialist > 1101 Carmichael Road > Hudson, WI 54016 > ph. 715- 386 -4680, fax 715- 386 -4686 > rode @co.saint - croix.wi.us 1 Rod Eslinger From: Post, Eunice A [PostE @mai101.dnr.state.wi.us] Sent: Thursday, March 30, 2000 2:14 PM To: 'Rod Eslinger' Cc: 'bheise @co.saint - croix.wi.us' Subject: RE: Roger McGee Hi Rod, two things t l VA, 1) Roger McGee - -no stream, just a grassed natural drainageway. turns I O �� AA I into a stream approx 70 ft south of CTH E after two natural drainageways come together, but not at Rogers property. He will be coming to see you about a county permit. 2) 270 Cove Rd - -what happened to cause this slope to fail? Bob, what did you find when you were there? Eunice Post Water Regulation and Zoning Specialist Department of Natural Resources West Central Region - Baldwin (715) 684 -2914 ext. 119 email address: poste @mail0i.dnr.state.wi.us > ---- - - - - -- > From: Rod Eslinger [SMTP:Rode @CO.Saint- Croix.WI.US] > Sent: Wednesday, March 29, 2000 11:20 AM > To: Post, Eunice A > Subject: RE: Roger McGee > <<File: DCP_0298.JPG>> <<File: DCP_0299.JPG>> <<File: DCP_ >> 0300.JPG <<File: > DCP_0301.JPG>> <<File: DCP_0302.JPG >> <<File: DCP_0303.JPG>> « File: > DCP_0304.JPG>> <<File: DCP_0305.JPG>> <<File: DCP_0306.JPG>> <<File: > DCP_0307.JPG>> «File: DCP_0308.JPG>> «File: DCP_0309.JPG>> «File: > DCP_0310.JPG>> «File: DCP_0311.JPG>> <<File: DCP_0312.JPG>> > I was onsite yesterday and YES there is a serious problem. The side of > the > slope slumped from the top of the bluff to the toe. Tim Rose is the owner > of the property. (386 -8064 pager 381 -9204) I think there are several > contributing factors of why this happen. First of all, the dry conditions > we are experiencing now, there isn't enough moisture in the soil to hold > it > together. Secondly, Tim indicated that there was an erosion problem at > the > toe from the recent flooding events undermining the embankment. Third, > there are a lot of deer in this area and the trails all over the slopes, > which are leading to an erosion problem. > Bob Heise is meeting Tim onsite today at 2:00. Tim also invited a few > others to discuss a short term solution. > This site needs a short term solution, but a long term solution will be > needed in the very near future. (i.e. variance to the filling and grading > on slopes greater than 12 %, possibly some retaining walls, I don't know > what the solution will be here.....) - -- This slope needs to be > stabilized > to control the erosion from occurring and SOON. > I'm also attaching some photos of the site. > - - - -- Original Message---- - > From: Post, Eunice A [ mailto :PostE @mailol.dnr.state.wi.us] > Sent: Wednesday, March 29, 2000 11:01 AM > To: 'Rod Eslinger' > Subject: RE: Roger Mcgee > what, if anything, is happening at 270 Cove Road? > Eunice Post > Water Regulation and Zoning Specialist > Department of Natural Resources > West Central Region - Baldwin > (715) 684 -2914, ext.119 > email address: poste @mail0i.dnr.state.wi.us > > ---- - - - - -- > > From: Rod Eslinger[ SMTP:Rode @CO.Saint- Croix.WI.US] > > Sent: Monday, March 27, 2000 3:27 PM > > To: Post, Eunice A > > Subject: RE: Roger Mcgee > > I'm in Mosinee for the ZA spring conference on Thursday and Friday. > > Yes, Shawna gave me the message this morning. I'll try to get there > > tomorrow. > > - - - -- Original Message---- - > > From: Post, Eunice A [ mailto :PostE @mailol.dnr.state.wi.us] > > Sent: Monday, March 27, 2000 3:26 PM > > To: 'Rod Eslinger' > > Subject: RE: Roger Mcgee > > wanna go? > > also, did you get my message about 270 Cove Road? > > Eunice Post > > Water Regulation and Zoning Specialist > > Department of Natural Resources z • > > West Central Region - Baldwin > > (715) 684 -2914, ext.119 > > email address: poste @mail0i.dnr.state.wi.us > > > ---- - - - - -- > > > From: Rod Eslinger[ SMTP:Rode @CO.Saint- Croix.WI.US] > > > Sent: Monday, March 27, 2000 2:52 PM > > > To: Eunice Post (E -mail) > > > Subject: Roger Mcgee > > > <<File: Chess.gif>> > > > Eunice: > > > I just got off of the phone with a Roger McGee, he indicated that > you'll > > > be determining if a waterway is navigable or not on a parcel in > > > Springfield township. The current owner is Leon Ringstead. He > > indicated > > > that you'll be meeting him at this property this Thursday. Could you > > let > > > me know the results of your inspection ? ?? > > > Thank you. > > > Rod Eslinger > > > Zoning Specialist > > > 1101 Carmichael Road > > > Hudson, WI 54016 > > > ph. 715- 386 -4680, fax 715- 386 -4686 > > > rode @co.saint - croix.wi.us 3