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034-1062-80-000
qm 0 2 0 69 > > 4) 0 0 U) z 0 CD 0 (D z �a m U) z U) LL 0 0 E <1 (L CL L) Q) W E 0 CO 04 IL in .2 . 0 m m 0 z u 0 1 6 1 6 z z E U E P Ce) Cl) ;E 0 cc 0 0 < 2 z 0 0 z z 00 r- c r_ C E 4) 4) C C C, 14 LO 0 C: Z 7 5 0 CL �Q c C: 0 0 0 0 < E E 0 C U) U) =3 :3 Z > j FL 0 0 0 z 0 0 (L IL M a. 0 co w V) C 0 0 0 z z i 04 M C r- Q — Ce) o 0 0 0 E E (7) a) CD IL 04 CD IL CO c r_ I < < U) < < U) cl uj - 6 a < z (7) z 6 < z z 0 0 Z (7) c o U) 0 E E < (D 0 m C , N C) © k 5 a. c:) IL c \ c m o M . (.0 0 �2 CY a) 0 CD '0 w 2 E '� 16 co co a . m - 5 0 (n m 4 c c z (L z z 0- z ■ E 0- L L: (L M o 0. z .2 E 0 3 C Q FORM NO 985-A 7 1 j ier KATHLEEN H. WALSH �? �g8 �_,,•,, , ,, , REGISTER OF DEEDS Stock No. 26273 ST. CROIX CO., MI RECEIVED FOR RECORD 06/28/2004 2s CERTIFIED SURVEY A - CERZT9 ED SURVEY MAP VOLUME 18 , PAGE 4781 EXEMPT i �RE C FEE s 13.00 LOCATED IN PART OF SW 1/4 OF THE SE 1 /4rRAMS FEE: SECTION 28, TOWNSHIP 29 NORTH, RANGE 15 W(� FEE: 3.00 TOWN OF SPRINGFIELD, ST.CROIX COUNTY, WISC 2 Each parcel shown on this map is subject to State. County and Township laws, rules, and regulations (i.e. wetlands, minimum lot size, access to parcel, etc) before purchasing or developing any lot, contact the St. Croix County Zoning office and the Town of SprinaOsL...OVED R/R R -O -W CURVE DATA p, a Pa rks Coi»miftee R =3857.43' E 1/4 CORNER 0= 16.21.32" NOTE: JUN 8 8 2W 28 - 29 - 15 . L- 1101.36' FND. 1" I.P 1 CB- N58'57.56 "W There are no slopes of 20% Y CL- 1097.62' or greater on either lot. it rot geavom wwmn 30 days at t„t TB - N67'08'42 "W slppmoo ft* appra#4 *hall t>e 2 i - S50'47'10 "E North line of t " " P.O.S. r..) Centerline 72nd Avenue of the SE }, Section 28 ! _IJ1V�?j D_ LANDS I - Found pipe f 10' .f. N89':9�OBJ"E��_ 72nd Avenue _731 -�_ _ ` {- _ g eaast of line: 33.00' -� - - -- --- -- _ - -- -- '- - - - - - --- .• - - r 795. 5' 3313b 519.98' ! _ � 26s3 Z (� s _ T_ - f - - 1 _ \\ N 1� �1�� Z o Existing / U v 33.00' I T Q_ p ildin9s Existin J ^� oc Existi c' 9 0o a 100' HIGHWAY fV °= (1112.3 ] Septic Vents Septic Mound ''' SETBACK LINE ! F C.S.M. #7459511 ;t Including R - - f - - Not Including R -O -W 393,266 s.f. f3_- i cn 367,004 s.f. Lot 2 L.B.O. jz 9.03 acre [ ;PAC =E_ 4G-48 , -0 8.43 acres LOT 1 X035 f 7140.0' i N LOT 2 [ V] _': rn __ ___ __ _______ -3 N - Including R -O -W I° Z '� Pond Found pipe t10' o . ;vim C ai g0 23.28 s east of fence line I Ice •'S O 23.28 acres NI � w Not Including R -O -W �jr•; 996.960 s.f. iL.J 22.89 acres w N o PERC TEST I w- LANDS j .� Z O AREA O � ` s -4 N UNPLAT � East line of the SW !} s LANDS i450 of the SE }. Section 28 h 55.75`- I rn - - Set corner ±7* east of ;, 28 29 15 334.30' fence corner j FND. 3/4" REBAR �� S89'.38'59 "W - - - - — - 589'38'59 "W 980.7 \ [ 1138.0'] SCALE: 1" = 300' 9 - SOUTHEAST CORNER ! 28 -29 -15 FND. PK NAIL,4 O' 300' 600' 3 South line of the SW } t2 of the SE Section 28 LEGEND Cr rn .•.•- ....Government Corner (as noted) Z � o .......... Set 3/4" x 18" Iron Rebor Weighing w � C-4 g ..... 1.502 lbs. /lineal ft. .F �, � N _ 0171MfE1l �. • .........ound 1" Iron Pipe (O.D.) ~ ... Existing Fenceline o 0 * _ .S -lldQ = f [ ] ........ Elevations (NAVD 1929) - • d• 8 ( f L.B.O. ...... .. Lowest Building Opening Elevation VA U °o PREPARED BY: N v DANIEL J. FEDDERLY P.E., R.L.S. `a o 0 D.J. FEDDERLY MANAGEMENT CONSULTANTS LLC N9387 330TH STREET PREPARED FOR: �" BOYCEVILLE, WI 54725 - 2: & JESSE SNYDER L ° DRAFTED BY: 720 MAIN STREET aoi W 'nn Ronald D. Josperson WILSON, WI m ° 0 = Page 1 of 2 Vol 18 Page 4781 Y GENERAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR01 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034 - 1062 -80 -000 Parcel Number 28.29.15.432A Claimed 1 Date Re- certified / / Relate Number: OWNER NAME: First ROBERT E ET AL Last SNYDER CO -OWNER Mailing Address 412 MILLER ST City KNAPP State W I Zip 54749 - Type Vol Page Doc # Rec.Date Type Vol Page Doc # Rec.Date HISTORY WD 1330/ 277 58066106/09/1998 WD 1197/ 67 07/23/1997 PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name- Type SD Apartment Post Office 720 MAIN ST School District: 2198 - GLENWOOD CITY Special District: (1) 1700 - (2) 7059- (3) - WITC SPRINGFIELD SAN DIST Plat Code: Last Changed on: 06/18/1998 Book Number: 1 SECTION 28 TOWN 29N RANGE 15W 1 /4160 1 /440 Map Number: 00 - Sales Area: Parcel Control 0 TAXABLE Number of Units: ZONING: Permit Number: Type: Bank Numbers: F4 -Prev, F5 -Next, F6- Legal, F7- Value, F8- History, F10 -Exit, F12 -More S SPRINGFIELD DIRECTORY �z J Iona] Names. DD �AENWOOD PAGE 57 (Residents - Owner or Renter) 1 ■ • J ■ Donald ■ z ■ Mark —" '— -- 1 i M J Ro a Annis Prasch , i ■ ■ Voeltz 1 rmm I Gray Jae MIchael John • , Steven ■ Kessler Robert Bu is James■ Larson Scott ■Denny Cosby ■ ' ayne I 5 Handrahan Brahmer i ■ ■ Ron Franco 3 • I r ' 2 \ I RD 4 ■ I Hanestad ■ Shane o I 'r ■ ettineo DuVall ■ S Larson u Waldo I 1 ■ Stang I E ord �+ ° Craig a °tt S ■ I >m W Be Lam re :oG ■ ' Lindstrom ■ Duane Kiesoty) ■ Raymon I ■ I R °tt 110th AVE Koser -� - _ _ — - �� — - B� David d Ron ■David Gary - _ I Forrest race I �F Cr Lmdieke Gar ■ 9 es Allan ■Robert ■ 09��� y ■ Krafve Rte' Don ■ Joseph I MccConnell Brad I 8 9 ■Maske Johnson Grant ■ ■ Fox I Bruce 1 Q ■ , 1 Thomas ■ ■ L Harris David Pet anovich DAYUSE h I ■St ehlo I Humphrey v a •Rasmussen ■ 2 Jr y ■Paul Robert Craig • Terry Brian c u.0 Rasmussen GLE pso n ° Ashleson y ■Harold ° M h ? ama McCarthy I : :E • O son Brandt Jr ■ 2 ■ S H ■ II1Y ■ P ovich Chu ■ ■ Fidler 100th AVE ■Leon Tong ■ ■ ■ t ■ - Paul Rin RD Norris Lewis L ■ ■ F aendall >;d F- Yang ° m° i - N Vee s•n DO Robert ` y ^ � ■Robert Al= Wylie ■ Bart Ashleson I £ w Frick Joel lad I I J Brandt ■ J Strehlo 1 7 16 Hanso � 15 s w c I oP �,eG 4 Mc�arth' .si to 13 N gen David Welsch / Steven f I Brand: •Theodore Lavern ■ son Boyd ■ 1 ■ ■ Stanley 1 Edward Bergnm James Klatt • chard w a ° c o $ ■ Duane I Dennis ■ Wollack ih1°an 90th AVE ■ • th « v 1 'd'� 5 a s .°° c N ( •Thompson Barry I ■ V �• ■ ■ �� • ■ ■ t-Z■ ■Mahoney ■C es ■ ■Tom - - —I Z Daly James Mikla r —_ ■ i a ■ g, ~ Mahoney E ■ / c M u vv c Cn O ■Richard Yang Mel er it b , N Bloom o o f- .a 4 a� a I Scott Aid - u r O I29 ■Daniel ■ ■ 20 Oeh: ■ ■ 2 1 Faber ■ 22 o Olson JNYh l 24 I Moulton • Iotm�. son • Debban ■David Tim L I Ronald u M q I Z . Russell ■ ■ / Larson Mahone Steven I t ' '" c � $ ■ Hugh ' Thoms i 0 5 I t Te:ry j'°ckerby ■ 80th AVE / dy I William ■ I Lee ■ W ■ go Ci ■ ■ Schumacher ■ Winch ■ N ■ • Bo Mande - -- -- II \ hr cl (n Prhtsen / L Marad ■ Coombs Gerald I Lt c Buttles •McGee Pieper Thorns J i N / 4 Dona Larwn 29 �t, Q Ch . ot� d 7 26 25 CNW RR 2 " Christian ■ EE LeRo y 75th AVE 1 hnson nd AVE Norman Dean r'7 ■em PRobert ■ SON u�+ Gustave - 1 = Norman Motz $� man � g McGrane �'� Platson S ■ -J ■ ■ _ - ■Q ■ 70th AVE SYSTEM ■ ■ fling P°°1 •� Stan ■ • Rich d 70th AVE - ■ Larry ■ Thompson b Mouse] Hag , P&Hp I Johnon SJV O Sac }i nmarer I■ s P n I E TRC � I __ t 2 32 3 3 6 ■ David udo h I F.Ilefson Terr ce Fri v I Thor ■ ILSON ■ a rd c u r CREEK • Ric ■ Keith Lindbom •� 9 ■eq ■H� C a f ■ Kro y ■ 1 J ■ H ■ f - ■ De We i _ 60th AVE CADY PAGE Z5 —! GFILLD PLAT T -29 -N R -15 -W F GLENWOOD PAGE 56 See Page 112 For Additional Names. C DD Brian & 2900 3000 3100_ 3200 � Annis a ro $ o JJ ohnny ^ 11'4CFri � any Butler �_� "" Steven & 156 & Mona J ray g N ovotn y �° z °fig f� uu u 40 3 29 lames ames 7 Dopdns n i, mLl I Ch � 102 �� I Seim & Amy o o & Mug a ►a &M ary p i3 lance 120 w 4 0 G cC ao 40 � +o A a0 t t a°o 160 9� Irn dd l .000 60 e&w l Eric & Julie & Ju,�, t v z ' y t chr yyu�H 80 90 &Donna c �^ I Michael comn>Kd�F 17 0 a.t1 92 Thomas an & Rott ,a c H m ° U& Gloria I Gera Marian ^> ° :r 128 159 5 u Gardner �& Ma ayne Walsh a I o 8 & Ka Kraive v+ 202 IFlnde S E a4 .PJ o. 9 v eg Otto 80 12o r v� o ¢ _ _ _ 24 - —� 10th AVE I 5° 3o Ryan Robert & Sonic U m a Crockett F- b rat So 79 64 140 20 a Oa zo zo A of o Brace & Donald Ridurd ¢ Troy & o L rV Dianne & Laurel Sheila Margaret & ' o Y Do o '• Johnson Mccon- Forrest I athai i 240 a N u 40 80 37 69 120 r Robert eeo Wayne t Form b „� dd , & Pamela McCar- �y I 35 Il M _i4 1 1 1 4 U .Try Paul & John & Harold •X a y u q O L ]a EE o S ercy & s . x I [ Janet EV rson ai��� §" Pamela &Betty M C7 u 7 ~ ° C ovIch i3 A n of y' II E 48 M dt GP U M F� AV 40 5 err & Herr & o T � yiOg aul & t AVE Chua Tour Yap g Farms n anise Wayne Fae 4o tasma- scar- Lewis m >nB 40 anB Inc 67 sen 39 u a Na 3 37 `� dward & LA � L & o Jerry ; S o Joseph & w.. ,- Be Susan )o Yang _ W 4 z Tana ' I J ames & x y M gp eNO b Carol :24 Harold ew 16 Villman 3 McCart Steven o Carlos & Rutlr &Betty Chong t Farms V " c Y & Rebecca Brandt DB Her Inc Trost S&K a 160 Nyhus L Sarah I iz0 g etal t 79 60 Lyons 120 � N N C James 318 S en gg 1 0 on Duane Barry 372 Fern Clo ° 6 Ihrke M MP- 90th Ma i d 28 Oth AVE r g « 0 40 73 a f E 40 40 AVE l z _ ey I hartes James mamas Bruce J Bi y &Shelia Tsuefu &Karen � nd & Susan && mo z rust MO oney Mltia Peterson Yang Etcher / A l°' Mateo Nelson N L Debra F- Maho- I t7 Scott 40 79 39 174 ao G &G 40 c� cn 39 Dey 40 Q f i.dJ &Nancy M Beaty arm Lockexby & Nyh. Mann Kal Tho 1- 1 / tson 21 stinky &many Smith i � & MUy &Cyn �P ., } M, Bloom Bo 85th Colburn & Maadeh 3 Adam & etal 40 i I 75 AVE 160 Faba 39 100 4 Marshall 40 � Z 120 C Mart & D &R Zp and 119 Bd Brunlcow o no . r ohason Kil �] & Mary 5 Hardwood e8 0 nl 00 u a3 Maua L&E 20 Ronald etal DLar avid ley Mahoney Corp Mavis o c c '#j Fortune &Kay 120 80 v Lindahl �` &n �,�f u & Duna De Lee Leona M� — Bob s�wdm,o u Locker- McGee C Bnoa Heath 3 to aG H A by 40 80' 37 80 80th V E i 80th AVE N y late& & Charles u�tda r o r� N W� o Mukne Bonnie CC 9 M nd�ehr 5 Wolt 40 60 pPe anus e c 0 ., 4o eara S 80 a 40 8 60 Krueger 40 ii 40 ffa Seim ulianne & I F Smith - Z] Do e 04 w e E 8 Laves Donald 189 rederick $ Implement o O n a w j Finder I Lenertz 1 � ° c Co 109 A U � 40 78 z 80 w 127 —47— 12 °' wir 40 Loi.9 Dranov' t Gerald . E arcs s k y / v �, o g Johnson ( c`v s «lmas 40 40 u 711 F21 I r Q 8 g r a Robert 2nd Dales S 3 R Z�!!Z sn eyder�i VE 6 4H&Oe Kim / a°4dtl'° 50� 40 36� Mabel Th ompson I,rry 2 Richard cam 10 I 40 rust 07 Mousel u 0 3 Sag`" La a 'o�gtk ` 120 u� 61 u a Ioo'u Cg 156 a w A a i l Scene w:3 000 1 1 .o. o l it /1 Lee 3 �..Ua G n Keith & & Ma h 42 + � 1 3 6 e 04 Ca - I Frances K s .on 74 L Kromrey � Erickso F V B u r t- " 12 � AFE w. o�' 1 , ° r p Ann .a4 � rn 168 a' V. bon ° i, aanx` :Mark Alice Trust 4 ds PhMpi s $ ` VOIz Grady wean 40 4o I ° �i :] .wd 45 al 90 m tl 39 1 39 t K^ "a" ammons 44 A 601h AVE CADY PAGE 24 S I XAT nnclvi n N f1 N n I c o C n e I _ � O W y z 0 Z !/1 g Z Z o w (n U Z o o j o i n Ol O N y O 0 y O 07 y O W 7 n 0) CD Ul O �. rn m M a m co = a 3 m FD w a °_ ? 3 3 cD y a t° o a m p N n O N m M CD ° m( N a o 3 m fir a A N CL I 3 a r cn v> a y am cn m am e� W (o Dro• Dy m D co Dy a I m Dy a N C W W W 3 a n 3 a CL I= rn w l 3 a 0 cn c CA) N K O W w N L W w iZ3 7 O y O y ` ° O� o y �o o N ^ C � CD • CD I 3 z z 000 z O OOg °^,� o 0 ° o 0 � � I ±; 3� vi (Ii 0 D 3 v v 3 C' d I � W I N N CD N O m d N I CD 3 m N V N W V CL a z I a z z 1 as =5 D o I =� D o O .0D'. O o o I ? 9: O .. 3 N j tD I = fD N I fD I CD y I C C I C C.) W N N O. 3 a 3 a 3 N N CD I Z Z Z 3 in ° is O A I A Q A 7 (D I j I y I W W T co a 1 a z a 1 p ;u 3 M m c'n i m I CD ° m I W CD m a m a CD I rn 0)igsn cc V ri CD CO w y N C 7 n • N C x N N Q z o z a I -„� 3 z a (D O O O 7 CD N 7 y Z I 3 m =y N O N W O N (D W ° 3 0) C ° m a y- a, cD vi 3 Ri o I I ID � m coo I I cm0 G� o I v N I I y a m w I 0 I o o_ I o b �' m o O o O I p 'r N o b oo ° oi I c�� N ►� I LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034 - 1062 -80 -000 Parcel Number 28.29.15.432A OWNER NAME: First ROBERT E ET AL Last SNYDER PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 720 MAIN ST SECTION 28 TOWN 29N RANGE 15W %160 '/440 Line Description Line Description TOTAL ACREAGE 29.000 PLAT LOT BLK 01 SEC 28 T29N R1 5W SW SE 15 02 N OF RR R/W 16 03 EZ -UT- 1267/590 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit vireoorsirr Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Dnrisiort of Safely and Buildings in accord with Comm 63.05, W is. Adm. Code Ac.E. son at site Evaluatioas Attach complete site plan on paper not less than 8'h x 11 irtches in size. Plan must County hick d but not lured to: vertical and horizontal referwm point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to rawest road. Parcel I.D.# 034 -1062 -80-000 APPLICANT INFORMATION - please print all Information R y Date Personal information you provide may be used for secondary purposes (PnvacY Law, s. 1504 (1) (m)). [412 M i ller wner Property Location - E Snyder, Etal. Govt. Lot SW 1/4 SE 1/4 S 8 T 29 N,R 15 W wner's Mailing Address Lot # Block # Su d. or CM# n Street State Zip Code PhoneNumber El City El Village ®Town Nearest Road WI 54749 715- 772 -4707 Springfield 72Nd Avenue ® New Construction Use: ® Residential / Number of bedrooms 3 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ftz • trench, 9pdtft Basal area required 900 bed, ft 750 trench, ft Maximum design loading rate .5 bed, gpd/ftz .6 trench, gpd/ftZ Recommended infiltration surface elevation(s) 97.07' at 20 above 95.40 contour. ft (as referred to site plan benchmark) Additional design / sit consideration Site suitable for A +4" mound to replace existing system. Mound requires 20" of ASTM -33 sand beneath system. Parent material bess Flood plain elevation, ff aoicable NA ft S= Suitable for System Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ❑ S ® U ® S ❑ u E] S ® U ❑ S ® U EI ®u I ❑ S ® U SOIL REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPDfp2 Boring# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed v� Trench 1 1 0 -10 10yr4 /2 None sil 2fcr ds as 2f 0.5 0.6 2 10 -20 10yr4 /3 None sil 2msbk dsh gs 2f 0.5 0.6 Ground 3 20 -25 10yr4/4 None sicl 2msbk dfi gs if 0.4 0.5 elev 95.29 ft 4 25 -40 10yr3 /4 12d7.5yr4/6 scl 2msbk dfi aw if 0.4 0.5 Depth to 5 40-44 7.5yr4/6 None s Osg dl cw - 0.7 0.8 limiting _ factor 6 44 -58 10yr5 /6 m3d7.5yr4/6 s Osg dl aw 0.7 0.8 25' 7 58 -84 10yr7/2 m2d7.5yr4/6 s,sl,sil Om dsh - - N.P. 0.2 Remarks: Horizon #7 consists of many bands of stratified s, K st, & s% too numerous to identify individually. stratificatio nseverlyranits permiability of horizon. 2 1 0 -8 1Oyr4/2 None sil 2fcr ds as 2f 0.5 0.6 2 8 -13 10yr4 /4 None sil 2fsbk dsh gs 2f 0.5 0.6 Ground 3 13 - 1 /4 None sib 2msbk dfi cw 2f 0.5 0.6 elev 95.59 ft 4 16 -22 10yr5 /4 m2d7.5yr4/6 sil 2msbk dfi cw 2f 0.5 0.6 Depth to 5 22 -32 1 Oyr4 /4 fl d5yr4 /6 cl 2msbk dh cw 1 f 0.4 0.5 limiting _ _ factor 6 32 -50 7.5yr4/6 m3d7.5yr4/6 cosh Om dh 0.3 0.4 16' Remarks: CST Name (Please Print) Signakl, Telephone No. James K. Thompson 715-248-7767 Address A.C.E. Soil & Site Evaluations ir Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 54020 9/15/99 3602 1107 CO PY t OPEi , Y t011MM Robert E. Snyder, EW. SOIL DESCRIPTION REPORT Page 2 Ot 3 PARCEL t.D.P QM:fO62 -80-000 A.C.E. Soil & Site Evaluations Depth Dolcanant Color Mottles Sh icture Bound Roots GPDR [ Horizw in. Munsell Qu. Sz Cont Color Texture Gr. Sz. Sh. Bed Trench 3 1 0 -9 10yr4/2 None sit 2fcr ds as 2f 0.5 0.6 2 9 -15 10yr4/4 None sit 2fsbk dsh gs 2f 0.5 0.6 Ground elev 3 15 -19 10yr5 /4 None sit 2msbk dfi cw 2f 0.5 0.6 95.41' ft 4 19 -30 7.5yr4/4 m2f7.5yr4/6 cl 2msbk dfi cw 2f 0.5 0.6 Depth to 5 30 -41 10yr3/1 m2p5yr4 /6 cl 2msbk dh - - 0.4 0.5 limiting factor 19' Remarks: 1 0 -6 10yr4/2 None sit 2fcr mvfr es 2f 0.5 0.6 2 6.12 l0yr4/1 cl p7.5yr5 /6 sit 1 thin pl mvfr cs i f N.P. ; 0.3 Ground i cw 0.5 0.6 elev 3 12 -28 10yr4/4 c2p7.5yr5 /8 sit 2msbk mfr 72.88' ft 4 2"l 10yr6 /3 m3p7.5yr5/8 sicl Om mfi - - N.P. 0.2 Depth to r fimfing t, a e R' factor 6 . I MW ca ft g s o = t tar wmonm Fund qVbCWM Ground elev Depth to 6miiting factor Remarks: Ground elev Depth to limiting factor Remarks: i � 70S 's C/4-M p �, .3 W3 From e�a� d nq Scp�'co ys�c� U �Ow ad �3cpf:cb4n�' ScI.:CQ; ■ - i obserda4 At A E/eda&or 1.15�LLti r • �r�a�D�p, cJl. SN 7'/9 � Ek { s a6 L,eca�ia� : j Swl�/SE�'s; Sec.,M, T. 291., j ,P. /SW, T' n. s,F'Spr'i n9�`eCal S Croix 40., Av 8»z' • b� S �r 1 S _ ._. i r me -A wk or;in Department of Commerce PRIVATE SEWAGE SYSTEM County: o r fetyrxmE3uildir;g 9 Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 353367 Permit Holder's Name: ❑ City ❑ Village ❑ jown of: State Plan S rin field Townshi 7°2/ q-7 E ev.: Insp. BM Elev.: BM Descri ion: Parcel Tax No.: �G 2, - 7 6 '2 - = ATION TANK INFORMATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 11)06 Benchmark Dosing �� 7G0 /�6 (� Alt. BM 3 .3 0 ro• 6 Z Aeration Bldg. Sewer jt �s 73 ra Holding St /Ht Inlet t� TANK SETBACK INFORMATION St/ Ht Outlet / -) 3. J Q TANKTO P/ WELL BLDG. Vent to ROAD Dt Inlet (�S/ a� Air Intake Septic >� / sed NA Dt Bottom �, O l0 `I. S Dosing > 106 ! NA Header / an. ' � ° �� �� Aeration NA Dist. Pipe Holding Bot. System Zo"S 2. �, }- PUMP/ SIPHON INFORMATION Final Manufacturer Demand St cover `f' D �• b Model Number 1 GPM �.B>) .3 S. TDH Lift 3b) Friction, System TDH Ft I;- 3 Forcemain Length Dia. Z Dist. To Well Tpo� a sery p f SOIL ABSORPTION SYSTEM BED/TRENCH Width Lenath i No. Tren hes PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIM EN ION SETBACK SYSTEM TO / L BLDG WELL LAKE / STREAM EACHIN Manufacturer: INFORMATION Type O \ ! �� C R U ER Model Number: System: DISTRIBUTION SYSTEM Header / Ma rld !/ Distribution Pi e(s) !! x Ho Sze x Holee5 , Vent To Air Intake Length 2 • S Dia. Z Length De(s) •<- Spacing <- �� z SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over + I Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes [] No E] Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: (O / t? section #2: Location: 2953 72nd Avenue, Wilson, WI 54027 (SW 1/4 SE 1/4 28 T29N R15W) - 28.29.15.432A 1.) Alt BM Description= 2.) Bldg sewer length =' 5 / - amount of cover = iq �,��✓� /� V `cl 3.) contour = : q o Plan revision required? ❑ Yes No Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH � 1 SANITARY PERMIT NUMBER: m ti Sanitary Permi lieation Safety &Buildings Division In accord with Comm 83.21, Wis. A m. 201 W • Washington 302 Vilsconsln Madison, See reverse side for instructions for completing this application PO Box 7302 Personal information you provide may be used for secondary purposes to 53707 -7302 Department of Commerce (Privacy Law, s. 15.04(l)(m)] (Submit completed form to county if not state owned. Attach com lete lans to the coup copy only) for the system, on a er not less than 8 -1/2 x 11 inches in size. County State Sanit Permit Number L1 Check if revision to previous application State Plan 1. D. Number , C. r0 i �' moo., r. ad co 7z7 I. Application Information - Please Print all Information FRN Location: Pro Owner Nae J� C J' Property Location �, O m kz ft C1�• S 4 ei�C✓C -� 0 1/4 I /4, S a T2 N, R/ W Property Owner's Mailing Address Lot Number Block Number //;— 4r -1 ST. CROIX COUNTY S City, State Zip Code Subdivision Name or CSM Number � 2 I S_ 7 �9 pis 7 ZZ- /7a7 R �tJ1�.Q� II. Type o Buildi g: (ceck one) ❑ City ❑ Village ER' or 2 Family Dwelling - No. of Bedrooms :_ EMVwn of • Public/Commercial (describe use):_ ri yl^e, ❑State -Owned ' Nearest Road Parcel Tax Number(s)D3 - 161, 7- -4 2 2 III. T vne of permit: he only one box on line A. Chec ox 4 line B if applicable) �• 2 /S�`/3 A) 1, ew lacement 3. acemen 4. 5. 6. ❑ Addition to system ter Tank Existing System ermit Number � � 2 J � ! ? � Date — Issued O O O B) \� - � B�Sani Permit was previously rssue IV. Type of POWT System: (Check all that apply) • Non - pressurized In ground WILund CS k f o) ❑ Sand Filter ❑ Constructed Wetland • Pressurized In -ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At-grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: r = - , � 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Galsiday /sq. ft.) (Minlinch) Elevation 50 !) ?S 1 375 1,21 0. 97.07 01 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks I Tanks ❑ ❑ ❑ ❑ IY ❑ ❑ ❑ ❑ VIII. Responsibility Statement 1, the undersi ed, assume res rsibili for installation of the POWTS shown on the attached lap Business P,.vre T� s. um b °r Plumber's Name (print) Pl tuber's Signature (nos ps): MP NO e el/ ZZ6_0316 Plumbers Address (Street, City, State, Zip e) /D -&- 10 � IX. County /Department Use Onl ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuin Ager}t Signature (No stamps) pproved ❑ Owner Given Initial Adverse Surcharge Fee) /1 </ Determination �� d v � rm z X. Conditions of Approval /Reasons for Disapproval: d 1. The system may not be installed until the revised State approved plans are approved to reflect the new code provisions. The new design has been completed and sent down to the State. The State indicated that the submittal would be treated as a revision. 2. Effluent filter to be installed and maintained per manufacturer's recommendations. fie s mng system shall e a an one per code requirements (Comm 83.33). WIN 5���aee c6z ;cAa 0 ` From ex,'s•d'n� S<,ot ;c ys•E <n1 6 � — Prop 1 ,mo st'm sf b and��►as c imk V oot. � 1..1- <' .(Q: / = �00 /'i4srin 3p3r' EI ✓ atbo oScdcn r poi l �b52! (/0.�rOYl Af R ✓.C, eQYuenf • 61edatiorl Proposed eeJ/nZ crap POP. iPa6e�E .5.� ��� Qf o:L• I s s�, 2 "sa �k� of to�o� �. 8a Slab e, ' ,Loca�ra� . Scc� %f/ SEf'y, See -..20, T. 29/!., /SGc1 o�'.SPrinq`e(ol 877Z A t ` 1 RECEIVED 4003 N K NNEY COULEE RD LA CROSSE WI 54601 -1831 APR 1 5 200 TDD #:(6081264 -8777 N*isconsin 2 www.commercew i n.gov www.wisconsin.gov Department of Commerce ST. CROIX COUNTY ZONING OFFICE Scott McCallum, Governor Philip Edw. Albert, Secretary April 11, 2002 CUST ID No.225036 ATTN: POWTS Inspector ZONING OFFICE MICHAEL P MC DONELL ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/11/2004 Identification Numbers Transaction ID No. 721474 SITE: Site ID No. 187864 Caleb Snyder / Robert E Snyder - 2953 72ND Ave Please refer to both identification numbers, St. Croix County, Town of pring to above, in all correspondence with the agency, SWIA, SEI /4, S28, T29N, R15W FOR: Description: Replacement Three Bedroom Mound System - Revision Object Type: POWT System Regulated Object ID No.: 651250 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans, the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (0/81) ". • 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. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. P.O.W.T.S• Conditionally MICHAEL P MC DONELL Page 2 4/11102 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 $ 60.00 �C Fee Received $ 60.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@commerce.state.wi.us t < < MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Caleb Snyder 3 bedroom residential mound - Revision Owner's Name: Robert E. Snyder, eta[. Owner's Address: 412 Miller Street Knapp WI. 54749 Legal Description: SW1 /4SE1/4, Sec. 28, T.29N., R.15W. Township: Springfield 4 " �� , !, County. St. Croix "� O �� Subdivision Name: NA z Lot Number: NA Block Number: NA � Parcel I.D. Number: 034 - 1062 - 80-000 Plan Transaction No.: 300727 Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Mike McDonell License Number: 225036 Date: 04/03/02 Phone Number: 715 - 386 -8692 Signature: &A Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Ar `"" r%v v Cv Page 1 of 9 DEPARTMENT Of COMMERCE pMSI D 8UIt404NGS SEE CORRES NDENCE r Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) RI Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table W44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) colrfan' of `° 36 inches. 450.00 Design Flow (gpd) 2.00 Site Slope ( %) 95.40 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0. 50 1n -situ Soil Application Rate (gpd /ft Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c ore) ~ - e Center or End Manifold 2.50 al Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 555.00 Forcemain Length (ft) Does the forcemain drain back? Y 70.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 90.53 Forcemain Drainback (gal) 26.57 Vertical Lift (ft) 81.25 5x Void Volume (gal) 10.53 Friction Loss (ft) 171.78 Minimum Dose Volume (gal) 43.60 Total Dynamic Head (ft) 29.66 System Demand (gpm) Lateral Diameter S election Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 1024.00 Total Tank Capacity (gal) I WLP 10001 Septic Tank Capacity (gal) 39.001 Total Working Liquid Depth (in) Wieser C oncrete. I Manufacturer 26.26 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1000-001 Dose Tank Capacity (gal) lZabel Filter Manufacturer 26.261 Dose Tank Volume (gal /in) IA100 Filter Model Number Wieser Concrete Manufacturer Project: Caleb Snyder 3 bedroom residential mound - Revision Page 2 of 9 T Mound Plan View T 1/1 B : :O: J :: Observation Pipe — K ; s . •, . A W .... ... ............... ........ ... ............... ............. B � I . g .' . ..... . ........ ... ............................... .......... ............................... .... .......................... L Mound Component Dimensions A 5.00 ft E 21.20 in H 1.00 ft K 10.53 ft B 90.00 ft F 9.50 in z 9.76 ft L 111.05 ft rg "� 20.00 in G 0.50 ft J 8.37 ft W 23.13 ft 450.00 (ft Dispersal Cell Area 1 1328.46 (ft Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 98.86 (ft) --► ,f.. ..... G ♦ H I F 97.57 (ft) L a t era l 97.07 (ft) --10- — I nvert Dispersal Cell Dispersal Cell Elevation E . D . . �; /,; {• �' ].• ].• • • ]' {• i, j. ]. i•i.• ] i �. r ]. ] a. { •/. A a.._:_�..��,%. _.�._! i.. l -] Q �. X {, _-k. 95.40 (ft) Contour Elevation 2.0 %Site Slope Geotextile Fabric Cover Shading Key m c. Dispersal Cell See lateral details on _ Topsoil Cap c 1.5 ft • .• Page 4 for number, Q " "' Subsoil Cap •, size, and spacing of `-° t4 :. laterals. Laterals are © ASTM C33 Sand a i' F 0.5 ft Typical Lateral ® Tilled Layer equally spaced from Q5 0 Aggregate the distribution cell's *- A * centerline in the distribution cell (AxB). Project: Caleb Snyder 3 bedroom residential mound - Revision Page 3 of 9 APR-08-2002 06:06 PM A.C.E. Soil & Site Eval. 715 248 7764 P.02 End Connmean Lateral Layout Diagram oaetar owr p ro- •- Tuuprf a u6 bsuvgWoor e ... AN kWals are Wendoal k- x --+ Holes &&ad on the ban= of " I&WA a4uaN spaces S Foray main oonnaotion Wa tvo or easy to mulMold at a% pnht. LaWais s force main of F+YC Soh 40 tpar COW Table 94.304) Number of Laterals 2 OrMW Diameter 0.125 in Lateral DiarroW 1.50 in Orifice Spacing (X) 2.53 ft Laud Length (P) 88.55 ft Orifices per Lateral 36 Lateral Spacing (S) 2.50 R Orifice Density 6.25 fe /orifice Lateral Flow Rate 14.83 gpm Manifold Length 2.50 ft System f=low Rate 1 29.88 gpm Manifold Diameter 1.50 in Total Dynamic Head 43.80 ft Forcernoin Velocity 3.03 WSW Dose Tank Information Ladanqomwwa,wmfq MW (tnd loamy deuce and ceded WaterW t Ebctricoll a per NEC 3W 8W --♦► CO M 10. WAC Dls0onrleCt T 4 in. min. �i- —' Tank owrMart is props v wed F-- ANsrraft ot� ballban F oroemairl diameter Wieser Concrete. Manufacturer 2 in. 1024.141 Gallom Vdumc 26,26 gaLfinch A Weep hose or &*I- Dimension Inch Gallons B eipltondelAce . 2j , i A s 2,00 52. S mwom (ft) C L9 71.00 D 12.00 315.12 D Total 39.001 1024.14 � oars ir�Ic eleyaltion pt} 3" Beddirp uriffer tank. 70.00 Alarm Manuafacturer LgvelArm Alarm Model Number DLV Pump Manufacturer caller Pump Model Number [M J� Pump Must Deliver 29.66 gpm at 43.80 ft TDH 0 PrOJect. Caleb Snyder 3 bedroom residential mound - Revision Page 4 of 9 7 1 • 1 Mound System Maintenance and Operation Specifications Service Provider's Name J. Thom son, POWTS INSP *4819 Phone 715 -248 -3271 POWTS Regulator's Name St. Croix County Zoning Phone 715- 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity WLP 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other 57 Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished • .............. ................ Grade \ , 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Caleb Snyder 3 bedroom residential mound - Revision Page 5 of 9 I T Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in As' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Caleb Snyder 3 bedroom residential mound - Revision Page 6 of 9 HEAD/CAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 18514185 should not be subjected to less than 30 feet TDH. �I TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE cc w S3 55 � Iil LJ 3 1. RTES - tl $ 159_ 11 - 1 11_119 - 110 1/1/0 1 1611/161 _ 163416$ _I ILIA I iVil k G.I. LI G.I Lan. I. I WIIII _16911119_1_ 191_ _ . G. lb. G.1. u G 1 .I. Lb1 G.I. ltl1 Gil. lYtl G.1. LL,, GII. Lks WI. Um GO . i n. GII. Um. G.I. Lm G.1. Lbl 140— S 1.31 16.3 12 71 106 /3 111 12 _- 271 97 )51 11 136 106 101 61 211 61 271 11 220 Iii 611 1$$ 517 45 119 42 -- 50 111 - 50 11 11 11 _ 129 6 1 211 It 10 10 111 100 218 61 I21 11 Ill 51 219 144 $69 151 617 U 1: 1 35— _ I S, - 1_ {I - , - I_9 — ; 4 It 17 19 _ I S 70 _61 (1 - 11/ 91 _60 7 10 111 59 zo 111 44 1 615 — t�9 s - 1' 9 70 L10 2.5 1 7 II 75 IS 16 116 71 216 12 310 39 217 60 227 - SI 210 116 611 110 Sk 15 1`1 —_1 4G -- - 1 1 3 6: ! - 1 11 6) nt 11 290 $7 I 51 211 it 229 u1 /N 111 sae Is 1 :1 1.11 S1 101 65 216 5$ 206 51 210 So 110 Si m ut ut 127 44 1s 17o 10 11.19 10 111 16 171. 16 ,111 S$ 201 15 211 it 210 to$ 217 1t1 431 1$ 11 F. ..5�_— 11 - . - - -__ _ -__ -- _ — 21 60 71_12S 51 111 51 219 it 229 90 NI too 719 15 1:0 60 t!:9 -- -- -` - - -- is Sl 4J 1f1 16 116 it 221 11 261 IS 12 15 1'0 - 112 - t 70 2 1. 14 -- - - 10 to 10 u $2 ill $i 11) 10 :e: a t:e 36 11 1 91 to - 2116 - - - - -- 1 sJ -- - 15 ve 16 tol s1 rat Is c6 1 1 ` to 11 "1 32 121 2 1 77 110 I 1 100 k.td II it 21 79 40 157 105 32 —t — u0 -1951 — _ _ —_ — _ -- —_ _ - -. _ - -_ 20 11 f0 — 31 Loeb V.Ire. 71.1 11 1915' — 27' 26' K' S6' K' 17 71' — 115' 11' 117 — — � 177' j 9 — 26 -I 90 - - -- -- — — 1 6U, 2(i 85 } 4196 � - -- - -- — 16 — 80 4 165 65 j 75 -- f -- - - - - -- — - -- — 70 - - - - -�- - r -- - -- -- -- -- — 20 - - 60 _ 1 63, 41 - -- — - 89. — — 4189 55 -- - — 50 - - - - — I - - y3.� - - - — — -- 4S _ - TA I 40- — - 1 4t40 4188 35 — — — — — - 1 -- — — 137, � f ' 139 4185 -- 25- --i- - - -- r- —i— - -- - 2 0- - - r -- — — -- 15 - - I - -- 1 - -� - -- -!— - - -- 10 - - - -- I -- I - -- - - 5 -- i3 48 53,: 93 161, - - - -- -- 5. r ONS 1 - 0 201 0 401 50 i30� 70 80 90 100 110 120 11,30 140 15 IG( TER 80 60 240 32 400 480 560 640 ELO''N PER HINUIE 00992.' 0 �o, i+f. H1r�ni m u � �o/ e Note: For Head Capacity on 1l'ode�11� industridl column- explosion pr000f pump, see FMO219. r SANITARY PERMIT APPLICATION Safety and Washington Division 201 W. Washin ton Avenue ♦1 ■S�i(��5�� In accord with ILHR 83.05, Wis. , - Madison, WI 53707 -7302 Department of Commerce � P O Box 7302 `* • Attach complete plans (to the county copy only) for the syst qn paper lot le'si,, unty than 81/2 x 11 inches in size. S� . Cro 1 754 / -``� i�fEi� • See reverse side for instructions for completing this apple ou may ati n Sanitar Permit Nu er Jv� > Personal information provide be used for seconds `` ` � "�'� Y p Y secondary purposes a , _�� I] Ch k if revision t revious application (Privacy Law, s. 15 4 (1) (m)]. Y at CRox $tat Plan I.D. N ber I. APPLICATI INFORMATION - PLEASE PRINT AL ` MSubdivision Pr y Owner Name tiofl'" o n c i4, 2_ .2�' , N, R / ZW Pro rtyOwner's Mailing A r ss >' Blo Num ber -112 �rl / /.es- : City, tate qq Zip Code Phone Number or CS Number GtiJ �• S 47 1 ( - 11,V772 — C170 TY PE OF BUILDING: (Zkeck one) ❑ State Owned ? [I it /� Nearest Road Public 1 or 2 Fam il wellin - No. of bedrooms J ;.eiwneOF r ,, _ / / 7 lJ�. III. BUILDING USE (If building \C]Mo k all that apply) Parcel Tax N er(s) I'S. ' i 22- Pt 1 E] Apartment/ Condo o �^ /,042 10 _C �� 2c l 2 ❑Assembly Hall Facility /Nursing Home 10 ❑Outdoor Recreation a ' "ty 3 E] Campground ndise:Sales /Repairs 11 ❑ Restaurant /Bar /Dining 4 E] Church/ School Home Park 12 ❑ Service Station / Car Wash 5 [] Hotel / Motel Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box line A. Check b online B, if applicable) A) 1. ❑ New 2 �rplacement ❑ Replace ent of 4_ E] Reconnection of 5. C] Repair of an ______System________ Tank_ _ly______________ Existing System ________ Existing System B) C] A Sanitary Permit was previously issued. rm' Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Di rib 'on Experimental Other 11 ❑ Seepage Bed 21 [ Noun 30 E] Specify Type 41 []Holding Tank 12 F] Seepage Trench 22 E] In -Gr and Pressur i / 42 [] Pit Privy 13 E] Seepage Pit , \ 5 43 ❑ Vault Privy 14 E] System -In -Fill -- S Q 1 VI. ABSORPTION SYSTEM INFORM AT N: 1. Gallons Per Day 2. Absorp. Area Absorp. Area 4. Loading to 5. Perc. Rate 6. System Elev, 7. Final Grade Required (sq. ft.) ropo ed ft.) (Gals/day /sq. .) (Min. /inch) , Elevation 450 � 7S' 7 .2 O. S 9 7 0 7 Feet O Feet VII. TANK Capactt in allo Total # of Prefab. site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturer's Na a Concrete Con- Steel glass Plastic App New E stin strutted Tanks anks /� �-y Septic Tank or Holding Tank / t vj e5w C..wig_ ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber 41 — Cone. ❑ I ❑ 1 ❑ 1 ❑ 1 ❑ VIII. RESPONSIBILITY ST EMENT I, the undersigned, ass a responsibility for installation of the onsite sewage system �sh kn on the attached plans. Plumber's Name: (Print) Plumber's Signal e: (No ps) MP /MPRSW No:: Business Phone Number: m me Plu er'sAddre (Street, ty, State, Zip Code): /070 IX. COUNTY/ IXPARTMLrNT US15ONLY it Disapproved Sanitary Permit Fee (Includes Groundwater D ate I ssued Issuing Ag t Signature (No Stamps) A roved surcharge Fee) t pp Owner Given Initial ��-� Adverse Determination 3 X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: �) �Y C, j ot.� C SBD- 6398 (R.11197) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be sunitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 - 266 -3151. To be complete and accurate this sanitary permit application must include: ° I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. Il. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. Vlll_ Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX_ County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 112 x 11 inches must be submitted to the county- The plans.must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s); septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ----------------------------------------------------------------------------=----------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. , i Safety and Buildings ' 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 Nvisconsin - TDD #: (608) 264 -8777 www.commerce.state.wi.us Department of Commerce ;?renda my G. Thompson, Governor J. Blanchard, Secretary March 15, 2000 CUST ID No.225036 ATTN: POWTS IN ECTOR ZONING OFF E MICHAEL MC DONELL ST CROIX UNTY SPIA 1070 HUN R RIDGE RD 1101 CA IC14AEL RD HUDSON W 54016 14UDSO WI 54016 RE: CONDITI AL APPROVAL PLAN APPROVA XPIRES: 03/15/2002 Identification Numbers Transaction ID No. 300727 Site ID No. 187864 SITE: Please refer to both identification numbers, Site ID: 187864 above, in all correspondence with the agency, St. Croix County, Town of Sp ' gfield SW1 /4, SETA, S28, T29N, R15 Facility: Caleb Snyder Residence FOR: Description: Three Bedroom Mound Sys Object Type: POWT System Regulated t ID No.: 651250 The submittal described above has been revie ed for c ormance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has en CONDI NALLY APPROVED. The following conditions shall be met during construction or installation d prior to occup y or use: • A Sanitary Permit must be obtain from the county where th roject is located in accordance with the requirements of Sec. 145.135 a 145.19, Wis. Stats. • Inspection of the private sew a system installation is required. Ana ements for inspection shall be made with the designated county offic' in accordance with the provisions of Sec. 45.20(2)(d), Wis. Stats. A copy of the approved pla , specifications and this letter shall be on -site duri i construction and open to inspection by authorized r resentatives of the Department, which may include lo I inspectors. All permits required by the state or t local municipality shall be obtained prior to commence t of construction/installatio peration. Inquiries concernin is correspondence may be made to me at the telephone number list below, or at the address on this letterhead. Sincerely, ` DATE RECEIV 03/03/2000 FEE REQUIRED $ 80.00 FEE RECEIVED $ 1 .00 rard M. wim BALANCE DUE $ 0:00 POWTS an Reviewer - Integrated Services -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSMART code: 7633 P MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project Caleb Snyder 3 bedroom residentail mound system Owner Robert E. Snyder, etal. ddress 412 Miller Street Knapp, WI. 54749 r Legal Descriptl SW1 /4SE1/4, Sec.28, T.29N., R.15 Township S rin fie County St. Croix P.D.W•'T•$. on • ' natty Subdivision Name Lot No. N /El) Parcel ID Number 034 - 1062 -8 pEppRTMENT jF COMBURDI i)IVIS10 F S Plan Transaction Number \/ SEE CORRES NDENCE Index and titl heet Page 1 Mound calc ations Page 2 Mound dr ngs Page 3 Pres. di . calcs. and laterals Page 4 TDH d pump tank drawing Page 5 Pu performance curve Page 6 Si Ian _ age 7 ached soil evaluation report P e8 I Designer Mike McDon License Number 22 6 Signature Phone No. 715-3 F Date 9/19/9 •- I Notice: Tampering with this file by unauthorized persons is prohibited. /(R.05/98) eliberate modification will result in disciplinary action under s. 145.10, Wis. Slats. al information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. s n SBD- 10462 Page 1 of 8 01.) w I l MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch - pounds Metric Residential or commercial? 2450igpd (r or c) (y or n) C � Replacement system? Creviced bedrock site? (y or n) Slope % Wastewater flow rate 1703 Lpd Depth to limiting or 16 in 40.6 cm In situ soil inflltra ' rate 0.6 9pd/ff 24.4 Lpd/m` Contour line el e 95.4 It 29.08 m Use standard full depth x OR Design depth? in cm Place X in box to use sta depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold a (c or e) Hole diameter 0.25 in 0 .1 0.156, o.1aa, 0219.0.2 0.281, or 0.313 inch oniv. Lateral spacing 0. ft Use o lateral spacing for trenches. Estimated hole 5.00 ft Not a final calculation. Number of laterals 1 Pump tank eleva ' 87 ft Outside bottom of tank. Forcemain length 560.0 ft Forcemain dia ter 2.0 in 1.5, 2, 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS 1/8 =0.125 1/4=0.250 SYSTEM SOLUTIONS Inch n Metric 5132 = 0.156 9/32 = 0.281 Estimated daily flow 0 g 1703 Lpd 3116=0.188 5(16=0.313 7/32 = 0.219 Absorption cell Design load rate & area 1.2 9P 375.0 ft` 84 m Linear loading rate (LLR) 6.00 gpd/ft 7 . Lpd/m Design width (A) 5.00 ft 1.52 m Cell length (B) 75.0 ft 22.86 Depth of cell (F) 9.5 in 24.1 c Sand filter Upslope fill depth (D) 20.0 in 50.8 cm Downslope fill depth (E) 21.2 in 53.8 cm t, Basal area required (gpd/iinfil n rate) 750.0 Ile 69.68 m Supporting co onents Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell 6.0 in 15.2 cm End slope toe length ( 12.03 ft 3.67 m Up slope toe length ( 9.80 ft 2.99 m Doom slope toe ten (1) 11.40 ft 3.47 m Total mound len (L) 99.06 ft 30.19 m Total mound width 26.20 ft 7.99 m Project: Caleb 3 bedroom residentail mound system Transaction Num Page 2 of 8 r MOUND PLAN VIEW obsevahon PON (tYPiCal) E26.2 ft .: A= 5.00 ft 1.52 m 7.99 m::::::::::::::: B = 75.0 ft 22.86 m B J= 9.80 ft 2.99 m K I= 11.40 ft .47 m K = 12.03 f� 3.67 m i 99.06 ft 30.19 m typ. obs. pipe (anchored securely) I down slope dimension = absorption cell (A) B) J = slope dimension (Z::D = plowed area ( K = e slope dimension In 6 " ( 152 mm) T MOUND CROSS SECTI D = 20.0 in 50.8 cm topsoil G H su II cep E = 21.2 in 53.8 cm lateral F = 9.5 in 24.1 cm invert 97.57 ft elev. 29.74 m G= 12.0 to 30.5 cm T TM C33 H= 18.0 in 45.7 cm Fill E Sys. F ft y `� elev. 29.59 m 95.40 ft contour 29.08 m elev. 2 % - slope D = upslope fill depth r' pl layer E = downslope fill d Note: Absorption cell media will consist F = absorption cel epth of aggregate and pipe with laterals G = subsoil + t 'I depth at cell wall centered across AxB media. The cell H = subsoil + psoil depth at cell center media is covered with geotextile fabric. Designer notes: Project: Caleb Snyder 3 bedroom residentail mound system Transaction Number. Page 3 of 8 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch -pounds Metric Width (A) 1 5 Ift 1 1.52 Im Length (B) 1 75.0 Jft 22.86 m Lateral specifications Number laterals 1 Holes/lateral 15 holes Lateral length (P) 72.33 ft 22.05 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 17.48 Igpm 1.10 Us Sys. dis. rate 17.48 gpm 1.10 us Hole spacing (X) 62 in 157.5 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red "X" one choice 11/4 in (32 mm) box of chosen from the options 1 1/2 in (40 mm) x x diameter. provided. 2 in (50 mm) x 3 In (75 mm) Y r M old diameter Pipe diameter opuons Design choice ner must 1 in (25 rnrn) 'N' a choice _ 11/4 in (32 None required. from th tions 1 1/2 in (40 ) No choice necessary. provided. 2 in (50 ) 3 in nrrn) (100 mm) Distribution s em con s: 1 Lateral(s) LATERAL DIA M - E CONNECTION Place correct lateral diagram by clicking in a of the drawings at rig nd dragging the diagram into this area. Laterals centered A A & 8 dimension end cap fast hak led nettt to end cap k - X--->) Laterals & ce main c)f PVC Sch 40 Holes ' ed on the bottom of the lateral (per Co 84.30 -5) aqua aced : permanent end marker I Inch-pounds Metric /Hole al length (P) 72.33 ft 22.05 m al spacing (S) 0.00 ft 0.00 m spacing (X) 62 in 157.5 cm old length 0 ft 0.00 m diameter 0.250 in 6.4 mm Lateral diameter 1.50 J in 40 mm Forcemain diameter 2.00 in 50 mm Project: Caleb Snyder 3 bedroom residentail mound system Transaction Number. Page 4 of 8 TDH and Pump Tank Drawing Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 9.17 ft 2.80 m Are laterals the highest point in the Friction loss 3.20 ft 0.98 m system? Yes "x' here. Total dynamic head 14.87 ft 4.53 m If no, what is the highest elevation� Dose Volume da""�"strwn' of'' Dose is > 10 times lateral volume Forcemain drain Lateral void volume 7.6 gal 28.8 L back to tank? CY one) Minimum dose 112.5 gal 425.9 L x Yes Drain back 97.6 gal 369.5 L No Dose volume 210.1 gal 795.3 L Typical Pump Chamber Layout In combination with state approved treatrnent tank. Tank construction per Comm 83.20(3) WAC. approved manhole ever with weather proof warning label and kxAng device grade l eve l s junction box d grade levels alternate 4" vent pipe electric N pump EC 300 and �— ou" I C .28 WAC location 18"(46 cm) min. wall of p L�� approved chamber or o joint combination tank A Provide 1!4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 8.4 ft C - pump tank manhole = 4" (10 an) Off elev. I 26.9 minimum above finished grade D - vent =12" (30.5 cm) minimum above finished grade 87.0 It Pump tank elevation 3 " (75 mm) of bedding under tank 26.5 m bottom of tank Tank manufacturer Wieser Concrete 1,000 gallon Pump tank capacity 27.31 gal /in Pump tank volu I 1003 gal Pump manuf rer Zoelleer Inches Gallons Pump model mber 98 o A 13.0 .0 B 2 .6 Alarm man rer LevelArm C 7.7 21 1 Alarm mod number DLV p D 14 382. Project: Caleb Snyder 3 bedroom residentail mound system , Transaction Number. Page 5 of 8 I TOTAL DYNAMIC HEADICAPACITY PER MINUTE 131 ®® m ■mom ®E:�7�7cw1t1 1mm®_ICI ®t�I�I11 Irflmmrmm "Mewl Ems cm �■ ........�71®f�1gl ®..m •• �37ef�� off mwm ���� ��►���r MENEMA NONE PA WUL ��►■� 2, 0951►e������ L . &410 16 MENNEN X'S MEME ME 0110% VillkiNklooki MEN OF m"W"m 01 hh lial WO ME l ►1111■ 1 ►1 \\ ���MKI o il�i H ME MENNEN i SK��ace cksc% s L'ro.n a isfinq S :t S CAI 4 6 (e •¢JriS/ %n9 VV .YQ ` ed ��cpE:c16iA : g • Proposed i oho sf•,,, Mond.', Rs (00 ba y /'�ISSnt 3ojt' oF'S�dcn =7G.4� �d 6o;j 0�6vrVa:&en At got A 61eva6o✓ ` S - SHE - F �n2�': � CAamberr " �Pd6 er�E .5nyol��; efo�• `��, biz r1,•i/ �• 3os'or sy7s/9 2 toto'r Pol e. 87889 (ab swyysE`y 4 e0. 7 Tn. or -;Ori �`eCd, Sf Croix 4'o., cJ/. A� n ,4d .e4 cce 8772' • st OVw I � A: rg go / r l� I GI (isconsi�rDepartrner►tofCommerce SOIL AND SITE � �TIOI Page 1 of 3 Division of Safetli and Likings in accord with Comm 6 p �, wis Adm. Coder' , ,q A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Pla aat r d a Count include, but not limited to: vertical and horizontal reference point (BAA), direcU rxi d St. Croix percent slope, scale or dimernsions, north array, and location and distance rreairest pQad: Parcel WA 034 -1062 -80-000 APPLICANT INFORMATION - Piease print all in fonnat { Personal information you provide may be used for secondary purposes (Privacy Law s - MG4 (1) (mJ .l C kC11z Re y Date �� F Property Owner WOPFICC V Robert E. Sny der, Etal. G : LQt SW U4 /SE 1/4 S 28 T 29 N,R 15 W Property Owner's Mailing Address Lot $lock # , j Name or CSM# 412 Miller Street City State Zip Code PhoneNumber ❑ City ❑ Village ❑Town Nearest Road Knapp WI 54749 715- 772 -4707 Springfield 72Nd Avenue ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate •5 bed, gpd/fF .6 trench, gpd/ft Basal area required 900 bed, W 750 trench, ft Maximum design loading rate .5 bed, gpdff .6 trench, gpdff Recommended infiltration surface elevation(s) 97.07' at 20" above 95.40 contour. ft (as referred to site plan benchmark) Additional design I site considerations Site su it a ble for A +4" mound to replace existing system. Mound requires 20" of AST'M - 03 sand beneath system. Parent material loess Flood plain elevation, if a Fable NA ft S- for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ❑ S El U ❑ S U ❑ S E U ❑ S M U ❑ S E U ❑ S® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPDW Boring# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consisten Boundary Roots Bed Trench 1 1 0 -10 1Oyr4 /2 None sil 2fcr ds as 2f 0.5 0.6 2 10 -20 1Oyr4 /3 None sil 2msbk dish gs 2f 0.5 0.6 Ground 3 20 -25 IOyr4 /4 None sicl 2msbk dfi gs if 0.4 0.5 elev 95.28'ft 4 25 -40 10yr3 /4 f2d7.5yr4/6 scl 2msbk dfi aw if 0.4 0.5 Depth to 5 40 -44 7.5yr4/6 None s Osg dl cw - 0.7 0.8 limiting 6 44 -58 10 r5/6 m3d7.5 4/6 s Os dl aw - 0.7 0.8 factor Y Yr g _ 25" 7 58 -84 1Oyr7 /2 m2d7.5yr4/6 s,sl,sil Om dsh - - N.P. 0.2 Remarks: Horizon #7 consists of many bands of stratified s ls, sl, & sit, too numerous to identify individually. Stratification severly Tunits permiabi ity of horizon. 2 1 0 -8 1Oyr4 /2 None -_ sil 2fcr ds as 2f 0.5 0.6 2 8 -13 10yr4/4 None sit 2fsbk dsh gs 2f 0.5 0.6 Ground 3 13 -16 1Oyr5/4 None sit 2msbk dfi cw 2f 0.5 0.6 elev - 95.59' ft 4 16 -22 10yr5 /4 m2d7.5yr4/6 sit 2msbk dfi cw 2f 0.5 0.6 Depth to 5 22 -32 1Oyr4 /4 fl d5yr4 /6 cl 2msbk dh cw if 0.4 0.5 limiting 6 32 -50 7.5 4/6 m3d7.5 4/6 cost Om dh - - 0.3 0.4 factor y r yr 16 Remarks: CST Name (Please Print} Sign e: Telephone No. James K- Thompson 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 54020 9/15/99 3602 1107 PRQPERI T OWHM- Robert E. Snyder Etal. SOIL DESCRIPTION REPORT page 2 of 3 PARCEL 034 -12- 80-000 AC E. Soil &Site Evaluations Depth Dominant Color Mottles Structure GPDM Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz � nsistence Boundary Roots Bed Trench 3 1 0 -9 10yr4/2 None sil 2fcr ds as 2f 0.5 0.6 2 9 -15 1Oyr4/4 None sit 2fsbk dsh gs 2f 0.5 i 0.6 Ground elev 3 15 -19 10yr5 /4 None sil 2msbk dfi cw 2f 0.5 0.6 95.41' ft 4 19 -30 7.5yr4/4 m2f7.5yr4/6 cl 2msbk dfi cw 2f 0.5 0.6 Depth to 5 30 -41 10yr3 /1 m2p /6 cl 2msbk dh - - 0.4 0.5 limiting factor 19" Remarks: 4 1 0 -6 10yr4/2 None sil 2fcr mvfr cs 2f 0.5 0.6 2 6 -12 10yr4 /1 c1p7.5yr5/6 sil 1 thin pl mvfr cs if N.P. ! 0.3 Ground _._ _— elev 3 12 -28 10yr4/4 c2p7.5yr5/8 sit 2msbk mfr cw - 0.5 0.6 72.88' ft 4 28 -41 10yr6/ m3p7.5yr5/ Sid Om mfi - - N.P. 0.2 Depth to - -- -- - - -- — — limiting _ factor 6" Remarks Evaluation conducted to verifiy existing system failure for Wisconsin Fund application. Ground elev Depth to limiting — - - - -- - -- - factor - — - Remarks: Ground elev Depth to limiting factor Remarks: _ c0tA — e �. 3 W3 4'ro.n ex, stptic- y S�tn� 4 = 6 •¢w -s� %n� aq n/la loo ' E r q r. atbot�( A E /edGt�iOn 7'� : S4� F'encd we �o.6e En Sn y d�� Q�aC• I � �s _ I��ala cJ /. s �/7�19 � Ek� { tom /oE' g, A scab I LaCGz�icn ScvyySE/'s; Sec.20, T. 29,f. f .SPr'i? 7.2 nd ,4V 8772 � M IA I i i i p A � Jua %scomin Department ofComm ��, SITE UA!TION - -- ,... Page 1 of 3 Date Division of Safety and Buildings �" omm arvis. Adm. Code �� eA� d �,!- �• \`'`. A.C.E. Soil &Site Evaluations Attach corrrpiete site plan on p P _ i' Coun include, but not luruted to: verti //Z .,.�.�� iJ 1 St. Croix percent slope, scale or dirr>m !?eSt Parcel LD.# r _ 034- 1062 -80 -000 APPLICANT INFORMA' n V Z . Witt .' Re f Personal information you provide i �a" G �� _ i t aw, . t5.o4 (1) (m)j.' CROIX Y Property Owner Robert E. Snyder, Etat. Go�.'Lgt SW'14 E 1/4 S 28 T 29 N,R 15 W Property Owners Mailing Address Lot # Block # S Name or CSM# 412 Miller Street City State Zip Code PhoneNumber El City El Village ®Town Nearest Road Knapp WI 54749 715 -772 -4707 Springfield 72Nd Avenue ® New Construction Use: ❑ Residential / Number of bedrooms 3 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate -5 bed, gpd/ft -6 trench, gpdff Basal area .6 trench, gpd/ft required 900 bed, tt 750 trench, ftz Maximum design loading rate •5 bed, gpd/ftz Recommended infiltration surface elevation(s) 97.07 at 20 above 95.40 contour. ft (as referred to site plan benchmark) Additional design / Site considerations Site suitable for A +4" mound to replace existing system. Mound requires 20" of ASTM - 03 sand beneath system. Parent material loess Flood plain elevation, Nap icable NA ft S= Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ❑ S ®u ® S ❑ U ❑ S ®u ❑ S N U ❑ S ® U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure Consistence GPD�2 Bing# Horizon in Munsell Chu. Sz. Cont Color Texture Gr . Sz Boundary Roots Bed Trench 1 1 0 -10 10yr4 /2 None sit 2fcr ds as 2f 0.5 0.6 2 10 -20 10yr4/3 None sit 2msbk dsh gs 2f 0.5 0.6 Ground 3 20 -25 10yr4J4 None sic] 2msbk dfi gs if 0.4 0.5 elev 95.28' ft 4 25 -40 10yr3 /4 f2d7.5yr4/6 scl 2msbk dfi aw if 0.4 0.5 Depth to 5 40 -44 7.5yr4J6 None s Osg dl cur - 0.7 0.8 factor 6 44 -58 10 r5/6 inW.5 4/6 s Os dl aw - 0.7 0.8 factor Y Yr g 25' 7 58 -84 1Oyr712 m2d7.5yr4/6 s,sl,sil Om dsh - - NY. 0.2 Remarks: Horizon #7 consists of many bands of stratified s, K sl, & sil, too numerous to identify individually Stratification Beverly limits permiability of horizon. 2 1 0 -8 1Oyr4/2 None sit 2fcr ds as 2f 0.5 0.6 2 8 -13 1Oyr4 /4 None sit 2fsbk dsh gs 2f 0.5 0.6 Ground 3 13 -16 1Oyr5/4 None sit 2msbk dfi cur 2f 0.5 0.6 elev 95.59 It 4 16 -22 1 Oyr5 /4 m2d7.5yr4/6 sit 2msbk dfi cur 2f 0.5 0.6 Depth to 5 22 -32 10yr4 /4 fl d5yr4 /6 cl 2msbk fdh cur 1f 0.4 0.5 limiting 6 32 -50 7.5 4/6 m3d7.5 4/6 cost Om - - 0.3 0.4 factor Yr yr 16' Remarks: CST Name (Please Print) Signa e: Telephone No. James K Thompson 7 15 - 2 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref It 340 Paulson Lake Lane, Osceola, 54020 9/15/99 3602 1107 Y i PRQPER7YMNM Robert E. Snyder, Etal. SOIL DESCRIPTION REPORT tto7 Page 2 of 3 PARCEL LDA 034- 1062-80-000 A-C.E. Soil & Site Evaluations Horizon Depth Dominant Color Mottles Texture Structure Con sistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 3 1 0 -9 10yr4 /2 None sil 2fcr ds as 2f 0.5 0.6 2 9 -15 10yr4/4 None A 2fsbk dsh gs 2f 0.5 0.6 Ground elev 3 15 -19 10yr5/4 None sil 2msbk dfi cw 2f 0.5 0.6 95.41' ft 4 19 -30 7.5yr4/4 m2f7.5yr4/6 cl 2msbk dfi cw 2f 0.5 0.6 Depth to 5 30 -41 10yr3 /1 m2p5yr4 /6 cl 2msbk dh - - 0.4 0.5 limiting factor 19 Remarks: 4 1 0 -6 10yr4 /2 None sil 2fcr mvfr cs 2f 0.5 0.6 2 6 -12 10yr4 /1 clp7.5yr5 /6 sil 1 thin pl mvfr cs if N.P. 0.3 Ground elev 3 12 -28 10yr4 /4 c2p7.5yr5/8 A 2msbk mfr cw - 0.5 0.6 72.138' ft 4 28 -41 10yr6/3 m3p7.5yr5/8 sicl Om mfi - - N.P. 0.2 Depth to limiting factor 6 " Remarks: Evaluation conducted to verifiy existing system failure for Wisconsin Fund application. Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: q From ax,s4 s4owc, y 4 w� %'►� o� = l00 E oF'S�d n� x.rt �4r'��► A �E-�f- F' n e iPa6e� E Sny��� Q � a C. � A a {s nb i SwYy SEl'y, S ed. ,tB� T.2gtl,, f ,P /SlcJ., Ti►. ef' SP�'i n_q �`e (ol Wisconsin Department of Commerce SOIL E VALUATION REPORT ?age x Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code G Attach complete site plan on paper not less than 8 1/2 x 11�appbes.iassize :- Afusf "� County a X c� include, but not limited to: vertical and horizontal refe nce diGand �... Parcel I.D. percent slope, scale or dimensions, north arrow, and cation and distance to nearest �ad. S o 0-9-j,5-- 5 Please print all info ation. 2 002 e Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) Property Owner ST ;;" IA C Prop My L lion • �O SO ZC ? FICA 1/4 1/4 Saar N R eta (& Property Owner's Mailing 4ddress Lot # Block # Subd. Name or CSM# 22 2 Y 5f City State Zip Code Phone Number e ❑ Cit�r Village ❑ �evMrt Nearest Road So c l ) 77 - N 0 A&J ❑ New Construction Use: K Residential / Number of bedrooms _� Code derived de n flow rate S �0 GPD X Replacement t ❑ 6 Public or co em rclal - Describe: , Parent material Q 1 Q , 1 Flood Plain elevation if applicable ft - General comments 13 and recommendations: Wi � l� �� K LA-C' (?,+ 8 Boring # ❑ Boring Pit Ground surface elev. / ft. Depth to limiting factor B in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 •Eff#2 Sr rh r .)„ 5 L -) k Y S1 (, 't S 3 L 1 _ a /U (o t1 q( Boring # ❑ Boring Ground surface ele f 7s to ft. Depth limi factor Pit P to g � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 L b "- N „ C° S s - LU OR kj Effluent #1 BOO > 30 < 220 mg /L and TSS >30 < 150 mill- • E u nt #2 = BOO < 30 mg /L and TSS < 30 mg/L CST a (Please Print) Signature CST Number Al _/; Address D Ev Conducted Telephone Number SBD -8330 (1107/00) r 1 T 1 Property Owner dNA Parcei ID # s • �-j.� j , 5 �9q� Page Of IS] Boring # Boring Q Pit Ground surface elev. / • ft. Depth to limiting facto in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Ac ❑ Boring # ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑Boring 171 Boring # Ground surface elev. ft. Depth to limiting factor in. pit Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOO > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOO < 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 -3161 or TTY 608 -264 -8777. SBD -5330 (R.07 /00) ..... ........... ...... . .......... ... . ....... .... ............ .......... . . .. ................... ............. . . ........... . .. - .. . .............. OT: �P . ........... . ................................ .............. ... ............... .......... ............... . . . ........... . ... . . ......... ---------------- ----- -- ----------- -- -- .. ...... . ........ . .... ----------- ---- .... . .......................... ... ..... . ... ..................... ......... . ... . . ....... -- - -------- - - ----------- - - . ....... ............... . ... ...... .......... . .. .... ................. . ... . ..... . ........ ................ ........ . ... . .. ........... . . z 3 8.z ................ ............ . ... . ........ . . ......... . .......................... . ... ...... ... ..... ......... ............. ... .. ... . . ........... 30 .. .. . . .... ..... .............. . .. ..... ..--- ...... ............. ............. ... .. .................. . ........ ....................... ...... .... ....................... - . ...... ........................... ..... . ...... ................... . ... .. ........... oq�4 Ak g— ........ .... .... . ........ .......... . . ..... .. .......... . . ...... . .......... .............. - -- ... .......................... ............ .. . ............... Z.Ak .. ....... . . ...... ............. ... ........... . ... . .... ..... . . ... ...... . ..... . .............. ................................ . ..... ...................... . .... . ... . .... ....... . . . ........... .............. ... .. ................ .... ..... ............ ..... ..... . ......................... .. .. . ... .......... .... .... . ..... ..... ........ . ....... .. . ......... . ...... ..... ............. .......... ........ ............................... . ... . ....... .. . .. . . ........................ .... . ................................. . ...... . ... ....... . ... ....... ............. ............. ........... . ....... ......... ............ ------- ------- . ........... .. ................... ........................... ...... ........ . . ...... o-P ......... ...... - ---------- - - -- .......... . ... ............ . . ....... . ... . . ............. 4-vo.) 1 5- b ..... ..... .. ............... . . . . ........ - --------- - - - ----- --- .......... . f -4 I 6 ) "I AX-Ioelli 1. -A A Jw ttt 'A% s 6 A- h e Ra nj LO 6t o wner's ce 0 e Systems & Servi 7z IS 0 14 N4955 Sunny Hill Road 772- 4 / 7/ 0 Weyerhaeuser, WI 54895 CIA-EJ TX 2 RIK fine - 7 X2 W.sccnsin Depertment of Commerce SOIL EVALUAT i:..)1'; REPORT Page j Di , vision of Safety and Buildings in ®coorderce w:th Comm $5, Wes. Adn, ;;t; IH Cou ? Cie G Auch comp +ate eke plan on paper not ices then 8112 x 11 inches in size. Plan m :.t inotude but not limited to vattical and horizontal reference point (BM), diraetdon a, ci Pa=l I.D. perasni slope, stole of dirmenelons, north arrow, and loatlon and dietanoe to nee; :ist i mad. Gate plaaaa prfrtt all Information. Reviewed by Pereorml inrorrnration you pravirlt may bra urea for eeoonGery pur90e46 (Privsoy Lew, w 16 0 1) ! n)). i Pro erty0wner rope i><�- aatlon r w �t� 7 ,� N R �- .e ..w. oo . Name ar C 8 LfA ropedy Cwttw'a Mw n0 reaa logo CRY qWS ap Coft Ru Nu-m }] C:y VHlage SToWn Nearest Road 5r) - L� q'rc /a� l ...�: r n ' New Canetruotfon Use: Witesidentlai / Nia!+ber of bedroom+ C::oo J erivod desi0n low rite Q Replsosmant ❑ Parent rrlstsrial --��^" s'+�'•'''`'�' .�. Plead "wIr slov>ttion I appiiaale r3arssrytl ootnments y -ecru r, c� siV . o'� end re oornmandations: C 10� P Y �� M ❑ 6onng pit Ground surface eiev, '¢• � ft. Depli. to '.mitirp W tics Rate Nortton 0@0 Dominant Coor Redox Demiiption Texture ;�tru:aure Conowe"M Boundary ROOts *601 *11M in. Mu+►aau Qu, sx. Cont. Color C dt: 8h. x l k r l+u.0 • �r1 ' 8 vY '�sb . .5 8- is S 9ajrtr� 8 pit Ground eufaeo elev, j3 Depth IV lim11111no factor . In. Sol A@ RM Fiorlaon Depth ibrnlrrattt Gotor Rsdcb DwOption Texture � • t�rtl tta!re CotitNter>a Got ndary Roots r CiPals' IM •� In. M:awwia flu, k. Corti Cola' i��• 6t. 8h. / o- 8 0 `tR -�/�. ' l 3�� b r ,�tw 3rrtL .:5 •8 i 3 s b s . 5 • 9 3 (� ••'f� 5y &3 `�, 5 Yee $ s e^ S 9 S y ' . L ,/• �- { S �3^5a �.s�R jpt �• Sy,t S10, ' EAiusnt H • Sop ,.% 34 c 220 mg1L and TSS 40 180 mOL M y � • Eftfuent tk2 • it1QD 30 mg?I, and x'66 8G rnglt GIT Number CST Nana (NMIN i v�4 p85 .,.�.... .�• - i` a Evaltmon C induo>a Te�phonr Fiumbaf .. . r .� •� ztS�aZloS �lGoA PmPerty Owner i. 't'dy 1r f Paroal ID M____ .._..• Pot's —j2-- of 4 F7 9arlrtp ar C pft 4round surface slev. wf ! I R. Depth Ic• 11mkinp factor .4 A In. _ 1W ApOlfttian Rats Horizon Death Dwnirmnt Calar Redox Dmm6ptior, Texture Stnroture Corm4onoe Boundary Roots GPD/fe in. Munw OU, St, Cant. Cakr t 3h. 'Et11ti •HrY2 / F I C CO ) , n a _ S % / 3 aui 51 3 A 1 -30 7 51 4/ MS s -- 1 7 1 / . 5 ' - F8 - 50 ', SY et -P1 9r, LrnS I ' � rra�tt u Pit Ground surh►a 6M, Depth le Ilmit iaatar In. WAoofttlon Rate Marizon Depth Dominant Color' Redox Oftor"On� Texture I 8tnrctun Consietenoe Soundey Roots GP in. Mufu m Qu. Sz. COrtt. C* c,r I;t. 8h. 'Effol '�l1Nr2 8orinp 0 L J C pit Oro:md trr<ntnoe alev. �.,...�. R. Depth to ilmklrtQ fa,-tar In. ftl 6ulloe Rate Hoton Depth Dominsm Color Rodovt Dworlptlor TSmure 8tr mum Consfstenos Boundary Roots in, MOW Qu, S=. Cont. Color 4r. fa. Sh. 'i=fl y! 'EttN2 M.. ESAr t S' : 600 31 224 mglL end TS8 >3h < -1$p mall. ' EM4.1tt $2 =10% 1 30 m,;tL and TSS c 34 mp/L ,hc Depvtmeat of C.mme: ce is ar, 0� tW opportuai .y WT ice provide,- wC. employer, L` you need esaisteaoe to excess services or noed mate ml is an ahe:ate =M9t, PIMPt r:ontact the dep rtzm! at 63R•266 - 3251 or TTY 618 - 264 - 8777. m-UN MV-14 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Bu er o � Z a o% a� Y Mailing Address V /a M)'&6 —k ���OC S , - Property Address o? 9s3 72 = e (Verification required from Planning Department for new constructio City /State — Parcel Identification Number 03 Olo2 - X - � LEGAL DESCRIPTION Property Location 6tJ 1/., .5 6' ' Sec. Z?' , T Z9 N -R /s W, Town of r; n 'eCol Subdivision . Lot # '– Certified Survey Map # — , Volume ---, , Page # -- Warranty Deed # , Volume Page # 2 L77 Spec house ❑ yes [7-�o Lot lines identifiable Oyes ❑ 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 wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification sta ' that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 ys of year expiration date. SIGNATURE OF APPLIC DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of M of a warranty deed recorded in Register of Deeds Office. '3 rC� SIGNATURE OF APP IC DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed yg ument No. VOL 1 `3:301 PA077 I WARRANTY DEED Deed, made between Michael J. Snyder Sally Snyder, husband and wife, Grantors, Snyder, _ Robert E. EG Y Ann J. Snyder, /,. IS�R�'ICE Y e A. Snyder, and Caleb T. Snyder �/Z M� a ST. C tOiX Co., Wf is In Common I; +a /..r ..ocnrd Grantees, `5�24�9 JUN 0 91998 � esseth, that the said Grantors, for a valuable consideration, 8: q eys to Grantee the following described real estate in St. Croix ty, State of Wisconsin to wit: R ster M 00045 divided 1/6 interest to Robert E. Snyder, and TRANSFER divided 1/6 interest to Lou Ann J. Snyder, and $ /0500 divided 1/3 interest to Jessie A. Snyder, and FEE divided 1/3 interest to Caleb T. Snyder, in part of the SW ; of SEI/ that lies North and East of RECORDING AREA ght of way of the Chicago, St. Paul, Minneapolis and RETURN To: a Railway Company, Section 28 Township 29N, P.J. Miller Law Offices, PA. 15W, St. Croix County, Wisconsin. P.O. Box 146 Baldwin, W154002 is not homestead property. Tax Parcel No: 034 - 1062 -80 ther with all and singular the hereditaments and appurtenances thereu is that the title is good, indefeasible in fee simple and.free and clear of belonging; and t those recorded, including but not limited to an easement to Wisconsin encumbrances panY, dated May 17,1949, in "295" page 274, and will warrant and defend th phone same. this d of e 1998. ael J. S y er, Grantor G Robert E. Snyder, Grantee Sny ran tor ou Ann J. Snyder, Gr tee Jessie A. Snyde , rantee Caleb T. Snyder, Grantee Warranty Deed Page 1 of 2 — 1 r Pam Quinn Subject: Snyder Mound - 72nd Ave. Hersey Due Date: Monday, June 23, 2003 Status: In Progress Percent Complete: 0% Total Work: 0 hours Actual Work: 0 hours Owner: Pam Quinn LouAnn Snyder, home #665 -2508, work 235 -6533, wants to be satisfied that J. Thompson's mound location is OK. Installed 6/13/03 with 500+ feet of forcemain to reach from house. Very organic, mucky soils between mound and house ... system failed and had to be replaced. She is not happy with where her system is compared to neighbor's mound that is right near house. See what's on the books for soil report, etc. Wk Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 Too #: (608) 264 -8777 Visconsin wvvw commerce.s i n.gov Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. A lbert. Secretary RECEIVED April 11, 2002 CUST ID No.225036 ATTN: POWTS Inspector APR 1 12002 ST. CROIX COUNTY ZONING OFFICE ZONING OFFICE MICHAEL P MC DONELL ST CROIX COUNTY SPIA 340 PAULSON LAKE LANE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 04/11/2004 Transaction ID No. 721474 SITE: Site ID No. 187864 Caleb Snyder / Robert E Snyder - 2953 72ND Ave Please refer to both identification numbers, St. Croix County, Town of Springfield I above in all correspondence with the _agency. SW1 /4, SE1 /4, 528, T29N, R15W FOR: Description: Replacement Three Bedroom Mound System - Revision Object Type: POWT System Regulated Object ID No.: 651250 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans, the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (0/81) ". • 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. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. MICHAEL P MC DONELL Page 2 4/11/02 • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The 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 $ 60.00 Fee Received $ 60.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@commerce.state.wi.us