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024-1010-60-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 499292 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Zschernitz, Travis Pleasant Valley, Town of 024- 1010 -60 -000 CST BM Elev: Insp. BM Elev: Description: Section/Town /Range /Map No: / pa BM INS ( C 07.28.17.53A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ' CAPACITY STATION S HI FS ELEV. V9 M/48 / Septic '_�„ / Benchmark 9. OS Alt. SM O S Aeration Bldg. Sewer Z• L / /Z. og Holding St/Ht Inlet TANK SETBACK INFORMATION SVHt Outlet .7 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 1 � Septic 7 50' 3 � / 3 y 3R 1 Dt Bottom 1 Dosing H 6 ad � +tp �� IZ • � ✓ /I�� 3 Aeration Dist. Pipe N �t -W 9j • 3 L 13. L4( 7 S •B Holding Bot. System n / / ` Final Grade T, 11- 7N PUMP /SIPHON INFORMATION ,,p T I/• bl `I 7- Y Manufacturer GP and St Cover— Model Number * A k. 13. �• v TDH Lift Friction Loss Sys ead TDH Ft � i b� 9y9 1 Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width pte,, INo.OfTrenches PIT DIMENSIONS No. Of Pits Inside Q2 Li d Depth DIMENSIONS 7 r— „.— La.,� "I-, --- SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: / z lO �w INFORMATION CHAMBER OR G Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM A�l,' it Header /Manifold F�ep stri e bution x Hole Size x Hole Spacing Vent to Air Intake T / (s) / Length Dia gt h Dia Spacing \ 39 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center N Z . 5 Bed /Trench Edges \ Topsoil ` Yes Noes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 1539 County Road N Roberts, WI 54023 (NE 1/4 NW 1/4 7 T28N R17W) NA Lot 2 Parcel No: 07.28.17.53A PL 1.) Alt Description = utL Oat , 64- 0"4 2.) Bldg g s sewer length = 5 a - amount of cover = - ;P , 4Z 11 Plan revision Required? Yes XNo Z) lfiJ� � y Use other side for additional information. jj Date lnsepcto Signature Cert. No. SBD -6710 (R.3/97) F C01111Tt01 Zi; Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 5T. G R 01% icon Madison, Wl 53707 -7162 Sanitary Permit Number (to be filled in by Co.) t4 ew� 9? Zc/'� , CL Sanitary Permit Application State Transaction Number In accordance with s. Comm. 83.21(2 Wis. Adm. Code, submission of this form to the / r unit is required prior to obtaining a sanitary permit. Note: Application forms for or are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information ou MR y sea in accordance with the Privacy Law, s. 15. 1 m Stals. I[ �j /5 3 q C AJ L Application Information - Please Print All Information / Property Owner's Name FEB 1 5 2007 Parcel # TRA VI S ZScHERNRZ QZz{ Loo -- coo Property per's Mfg Address L LST.ROIX COUNTY Property Location 7241 t 29'x^ sr GovL Lot 53 City, State Zip Code Phone Number , , S Section -7 N � �., Section R OBER�'s W►I Sy(YZ3 115-714 - 2102 (circle o ne) T 2� N; R W IL Type of Building (check all that apply) O, Lot # ® 1 or 2 Family Dwelling - Number of Bedrooms OA��y,� �. Subdivision Name btc, - Block # ❑ Public /Commercial - Describe Use NO . 1 A. \ ❑ City of ❑ State Owned - Describe Use I CSM Number �j �j ❑ Village of Z • a�- . Cj. S J/, 5 r 1 l EJ r' /oi.J C(tc, 59 7 " — ` 19 Town of QLEA V/t1LL'EY IIL Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) �1 B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner EZ IV. Type of POWTS System/Component/Device: Check all that a IN Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application}tate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (s System Elevation zt5o ✓ ✓ //�5 ✓ �/a S 47 5 . 57 y VL Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o 0 New Tanks Existing Tanks w a a a �✓ 0 4 /6/ z sZS �'! 3 w c7 a Septic or Holding Tank Dosing Chamber n VIL Responsibility Statement - I, the andersigned, assume mponsiWMty foy installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's igoature MP/MPRS Number Business Phone Number �tJ MFRS kemw J. 6c RS 2242A(f ( 71 0 2bZ -412 Plumber's Address (Street, City, State, Zip Code) 3 13i 0 01~ P.0 - Box 4 Z , 4 PRESc.O W1 54021 / VIII. Coun /De artment Use Approved Permit Fee Date sued Issuing Signature ven Re $ y5o °� Z J 2_ a ns- IX Condi(Reasolu for Disapproval 3) ��- 1. Septic tank, effluent filter and v ►r � r � 1 dispersal cell must all be serv►ces / maintained 3 Z w as per management plan provided by plumber. 2. AN setback requirements must be maintained 1 & arm A ,acS� L (' 6e_(✓ 1 as tide / txdinefxxs. Attach to complete plans for the system and submit to the County only on paper not less than 8112:11 inches in size 01/30/07 TUE 09:42 FAX 715 386 4685 ST CRX LO ZONING IQUU4 Page 3 of 3 0 8. 24 ft 40,1 so it. N A q, �S v i c s 3z f'•P ° floes •(cam ct ,r f.3' A f 99' g8. j k rooclj S6' 6-3 95' 94' 'to east property line o Z o � zf 1 s , TI // lace'.IMaa�� �ac�l be.lo� cd p 5 I Y � 1 0 PY tom! 8 Descr lion Elevation ° BenCh Mark Boring Location 8 Elevation X00' Owner. Travis Zschemitz Site Information: Completed By: Mark Iverson 724159th Sheet NE 114, NW 1/4, S7, 728N. R17W 680 Larcom Street Roberts WI 54023 Tow of Pleasant Valley Hammond, VYI 54015 Phone: 715 - 786 St. Crok County 715 - 796 PSS#198 / CST* 46672 01/30/07 TUE 09:42 FAX 715 386 4686 ST CRZ CO ZONING 19004 Page 3 of 3 0 i 24n 4on - 80n N + A d o °° •a ' / A. P, 8 9 & a8' 96' . 9a' to east property line d;sa cl b�lo� �c� Q�5 s a>a�amo li on = eend, Mark = gig Location & Elevation Owner. Travis Zschemitt Site information: Completed By: Mark Iverson 724159th Street NE 114, NW 114, S7, T28N, R17W am Larootn Strad Roberts, WI 54023 Town of Pleasant Valley Hammond, WI 54015 Phone: 715 - 795 -2902 St Croix County 715 -796 -5864 PSS#198 / CST# 46872 t PA6r, 2 oG 1 0 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 V2 11 inches in size. Plan must St. CTOIX Include but not limited to: vertical and horizontal reference point (BM), dire and Aarcel I.D. Percent slope, scale or dimensions, north arrow, and BM referenced to neares Review e y Date Please print all information $ lZ� Personal information you provide may be used for secondary purposes (Privacy Law, s. .04(l) Property Owner Property Location Travis Zschernitz Govt. Lot NE v. NW v. s 7 T 2 N R 17 E (or) W Property Owner's Mailing Address Lot # Block # I Subd. Name or CSM# 724 129' Street City State Zip Code Phone ❑ City ❑ Village Ll Town Nearest Road Roberts WI 54023 715- 796 -2902 1 Pleasant Valle Co. Rd. N 0 New Construction Use: ® Residential / Numrial- Be ode derived design flow rate 450 GPD ❑ Replacement ❑ Public or Comme eesscribbee: Parent Material UL Flood lain elevation if applicable ft. General comments and recommendations: � D S T . CRUX ' COUNTY 0.4 Install the systemt ace with a loading rate o PD /sq. ft. Veff 5. Borin ❑Borin Z btu Ce5esizb Fq g # g '� D Pit Ground Surface Elevation 97.8 $. Depth to Limiting factor >96 in. Soil Awlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I *Eff#1 *Eff#2 1 0 -9 10YR3/2 - SIL 2 -f -bk dh Cs 2f 0.6 0.8 2 9 -17 10YR3/2 - SIL 2 -m I dh gs 2f 0.0 0.2 3 17 -34 10YR4/4 - SICL 2 -m -bk mfr Cs 1f 0.4 0.6 4 34-43 10YR4/6 - GRS 0 -sg ml cs 1f 0.7 1.6 5 43 -85 10YR5/6 - S 0 -sg ml Cw - 0.7 1.6 6 85 -95+ 10YR4/4 - S 0 -sg ml - - 0.7 1.6 ❑Boring Boring # BPit Ground Surface Elevation 98.3 $, Depth to Limiting factor 68 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10YR3/2 - SIL 3 -f -bk dh Cs 3f 0.6 0.8 2 9 -13 10YR3/2 - L 2 -m -bk dh gs 1f 0.6 0.8 3 13 -21 10YR3/3 - SICL 2 -m -bk dh gs 1f 0.4 0.6 4 21 -27 10YR4/4 - SL 2 -m -bk dh Cs 1f 0.6 1.0 5 27-68 10YR4/6 - GRS 0 -sg Ml Cw 1f 0.7 1.6 6 68 -94+ 2.5YR6/4 10YR5/8 & 6/1 m -2 -p SL 0 -m mfr - - 0.2 0.6 ' Effluent # 1 = BOD5> 30 220 m and TSS > 30:5 150 m " Effluent #2 = BOD5 5 30 mg/L and TSS 5 30 mg/L CST Name (Please Print) atur CST Number Mark Iverson l 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 July 13. 2006 715- 796 -5664 Property Owner Travis Zschernitz Parcel ID# Page 2 of 3 Boring Boring # C�1Pit Ground Surface Elevation 94.3 ft. Depth to Limiting factor 70 — in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10YR3/2 - SIL 3 -m-gr dh Cs 3f 0.6 0.8 2 8 -13 10YR312 - SIL 2 -m dh gs 1f 0.0 0.2 3 13 -18 1OYR3/3 - SICL 2 -co -bk dh gs 1f 0.4 0.6 4 18 -33 1OYR4/4 - SICL 2 -m -bk dh gs if 0.4 0.6 5 33-41 10YR4/4 - S O -sg dh Cw if 0.7 1.6 6 41-62 1OYR5/6 - S 0 -sg dl CW 1f 0.7 1.6 7 62-68 1OYR7/4 - S 0 -sg ml Cw - 0.7 1.6 8 68 -85+ 7.5YR4/6 layers of 10YR5/1 CL S /CL 0- sg /0 -m mfr /mfi - - 0.0 0.0 starting 70° ❑ Boring ❑ Boring # opit Ground Surface Elevation ft. Depth to Limiting factor in. Soil ftolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/e in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 - Eff#2 ❑ Boring Boring # ON Ground Surface Elevation ft. Depth to Limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 - Eff#2 • Effluent # 1 = BOD > 30:5 220 mg/L and TSS > 30:5 150 mg/L ' Effluent #2 = BOD _< 30 mg/L and TSS <_ 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft. N 6 0� o o;, r ;• ,o � o s oo. s m c a. 0 CL r P 0 o ?pAVC pe omer _ T l p .0 op 0 N U') O 0- 1 cue 97.8' o �� 4 B- : O o 98.3' Q. 999 98• 97 96' B -3 95' 4.3' 94' 330' to east property line D �o o e s Bnn# & Des cription o dL E g = Bench Mark B-1 - Boring Location & Elevation 100' Owner: Travis Zschernitz Site Information: Completed By: Mark Iverson 724 159th Street NE 1/4, NW 1/4, S7, T28N, R17W 680 Larcom Street Roberts, WI 54023 Town of Pleasant Valley Hammond, WI 54015 Phone: 715 - 796 -2902 St. Croix County 715 - 796 -5664 PSS#198 / CST# 46672 s ' Conventional Septic System Component Design For Travis & Wendy Zschernitz Property N1539 Cty N Hammond WI NE 1 /4, NW' /4 S7 T28N, R17W Town of Pleasant Valley Index Sheet and Title Page Page 1 Index Sheet Page 2 Plot Plan Page 3 Data Work Sheet Page 4 Conventional Component Drawing Page 5 Septic Tank Component Drawing Page 6 Maintenance Agreement Page 7 Owner's Manual & Management Plan Page 8 Filter Specification Sheet Page 9 Soil & Site Evaluation Page 10 Soil & Site Evaluation Continued Plumber Signature: +-- Plumber Credential #: M PP S dayaqjr=. Date: a' SS - 1O - 7 Designed Pursuant Component Manual SBD 10750 -P (N. 01 /01) Page 1 of 10 DATA WORKSHEET Estimated Waste Water Flow (gpd) 300 gpd Peaking Factor 1.5 Design Flow 450 gpd In situ Soil Application Rate .4 System Area Required (300 gpd / .4 gpd /ft2) 1125 sq ft EISA Rating for EZ Flow (10' x 3' unit) 50 sq ft Area required / EZ Flow EISA (1125sq ft /50sq ft) = 22.5 units 22.5 units x 10' length = 225' dispersal cell length Proposed system — 2 dispersal cells, Trench 1 = 115' x 3', Trench 2 = 110' x 3'. Contour elevation of Trench 1 = 98' Dispersal cell elevation of Trench 1 = 95.5' Contour elevation of Trench 2 = 97.44' Dispersal cell elevation of Trench 2 = 94.94' Treatment Tank Information Capacity 1000 Gallon Manufacturer Wieser Concrete Effluent Filter Information Manufacturer Po I Y L © K Model L _ 5-0,5 fa v ' Conventional Component Drawings q *y =-- - Y � ry m� a rid tN w Its AL I !I C " � A f Page 4 ��; " - �►- ooawKe � 9Sb8 —SZ£ -008 SODZ 'iVVt' %�3�! M AWE' ova 11609 w Soon w3wm -mow sn 9uok ivnNVn OLUM $\�O t;+�s rmvaEt o 3iwa o►s nit •�_�' 3tv3s HM— OOOtdlffi � W i — U ? O d � U K t/1 0 U3 N U) m a gr j w O t� U � V U Q 4c a W V Q < _J V O a O O y� 1u p Q "' �+ F d N X W t�e� n G .. w rs i - s vs -i am 3� w c3 0 wo V Q Z -.p p � - a O U o hi N in 0 X0 do Y Z�� MOA o v ° v'i c * � fl x m a �� E- 0 40 04 — ►Wadi `R as a ° o o:O 0 Y�z 4c ''''�' i7i � Z L W X Y U AL Li Q 4 O a I J 1 � l pp x �a 3r. ° { a s v. o m �� j ��, s ♦ N • ~ N ill J 2 1 02/01/07 MU 11:15 FAX 715 386 4686 SP CRX CO ZONING W002 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGltEE1ViENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer - r( - 0,,) , LJ Sn2l y 2 S C, � e- rV1, Z Mailing Address "7` G� S e e ' Property Address 9 P— j (Verification required fiumVkmmna1& Zoning Department for new fiction.) City /State q �t'�`5 _ Pagel Identification Number s"y ©n.3 LEGAL DESCRIPTION / Property Location /1/:E %a , 104) , Sec. �, T 2,% N R W, Town of Pl e-al c/i%?� Subdivision , Lot # cZ Certified Survey Map # �} 7 5 �� , Volume (3 , Page # 3 . Warranty Deed # , Volume , Page # Spec house yes / Lot lines identifiable�ya� no SYSTEM MAiNTIr; ANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature hulura 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 tccatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance. The property owner agrees to submit to St Crone County Plamdng & Zoning Department a certification foam, signed-by the owner and by a master plumber, Journeyman plumber, restricted plumber or a licensed pumper verifying that (l) the on wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 fWl of sludge. I/we, the undersigned have read the above requirements and agree to n>dntam 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 slating that your septic system has been n aintsmed must be completed and returned to the St Croix County Planning & Zo bg Depwa nent within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of mylour knowledge. Ilwe andare thhe owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms SIGN OF PLICAN'T(S} DATE ** *Any information that is misrepresented may result m the sanitary permit being revoked by the Planning & Zoning Department Include with this application a recorded warranty deed from the Register of Deeds Ofte and a copy of the certified survey mop if rdercuc:e is made in the warranty deed. (REV. OMS) FACIE (Q of 10 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 - 2000 REGISTER OF DEEDS WARRANTY DEED ST. CROIX CO., WI Document Number RECEIVED FOR RECORD This Deed, made between William M. Defiel and Jodi R Defiel, 08/14/2086 08:00AN husband and wife Grantor, and Travis L. Zschernitz and Wendy S. WARRANTY DEED Zschernitz, husband and wife as survivorship marital DrogSrtv Grantee. EXElPT # Grantor, for a valuable consideration, con�veyj and warrants to Grantee the following described real estate in *_kr * County' State of Wisconsin (if REC FEE: 11.00 more space is needed, please attach addendum): TRANS FEE: 235.50 COPY FEE: LOT TWO (2) OF CERTIFIED SURVEY MAP IN VOLUME THIRTEEN CC FEE: (13) OF CERTIFIED SURVEY MAPS, PAGE 3602, AS DOCUMENT PAGES: 1 NUMBER 597555, FILED IN ST. CROIX COUNTY REGISTER OF DEEDS OFFICE ON FEBRUARY 9, 1999, BEING LOCATED IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NE 1/4 OF NW 114) OF SECTION SEVEN (7), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE SEVENTEEN (17) WEST, TOWN OF PLEASANT VALLEY. Subject to C.T.H. "N" right of way. Recording Area Name and Return Address a lq ' 766vph - ) tZ 7a4 1S 94 1, 6we� bets w 1 54d2-:z>> Part of 024-1010 -60 -000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions, and rights of way of record, if any. Dated this t day of August 2006 tll � * * Wi iam M. Defiel 1 h * * 5 R Defiel AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) 1 ss. PIERCE County. ) authenticated this day of ARiti. st a�e�;yp �j► AuQUSt onally came before me this 2�_ the eve named iS sf ; William M. Defiel and Jodi R Defiel s TITLE: MEMBER STATE BAR OF WISCONSIN (If not. # L''" to me known to be the persons) who executed the foregoing authorized by &706.06. Wis. Stats�)% ins and acknowledged 00ame. THIS INSTRUMENT WAS D 'I IrD Blu ° �' �, � ' Joseph D. Boles - Attorney at Law River Falls WI 54022 Notary Public. State of VVT :; ,.•• My Commission is•oertrrdnent. (If not state excitation date: (Signatures may be authenticated or acknowledged. Both are not neciG9sar�G. tea �O J P '] ) ' Names of persons signing in any capacity must be typed or printed below their signature. INFO -PRO (800)655 -2021 www.infoproforms.com STATE BAR OF WISCONSIN WARRANTY DEED FORM No. 2 - 2000 1 Of 1 2 61 5 9 7 sss CERTIFIED SURVEY MAP Viola Liddle Part of the Northeast 114 of the Northwest 1/4 of Section 7, Township 28 North, Range 17 West, Town of Pleasant Valley, St. Croix County, Wisconsin. Owner's Address: 518 Marcella Court River Falls, WI 54022 I (R=S89 'E 283923') C T.H - - - S 89° 45' 33 "E Z838-5_9'--- / VAR. I NORTN v4 CORNER UNPLATTED LAAVS W/DTH I SEC T T=tN R /TW , 1 rCOU NTY M S89 °45'33 ;'E - Ti - ;ve?•e�s•a s••w --865.63-- e- 453 .44 ' 193/,X_ ` a NORTNWElT CORNER ;� �{- 4 33.33' 3 / 6.15 '�,\ *- - C. T H N z SEQ.T,fifN,RHW �'� =J q 9 S � NOf ••��' '� (COUNTY MoNUNENTJ TANQENT � '$• C �� �• Q ``. t- -- _ S 89 7 69.48 - - - 4 I ^ BUILO(NH SETBACK LINE ` ��• \ TANBENT LOT 3 M LO T2 CONTAINS 320,441 90 /00' ' y 4/.25' CONTAINS 47 SQ. FT. t� SO. FT. OR 7.356 AC. v� /!1.89'3 AC. W 41: OR- 2 (4J4. /87 AW s . FT. F � OR /0.427 AC EXCLL/D /�fi14,tft r OF, WAY) P H B b I �� Nq �I �1 V_ - • .. V N N ti. p (198,453- SO.FT. OR H ' 'rte �� } - -' •• ''• 4 JA c). 852 AC..EXCL. UDf vG v) v) Q wq _ • = Z /GHT -OF- WAY) LAURENC IR cc W MU r r e �Z _ - h . WI - J Q `1s'L9q PO4.�9' -ice' a v N� M . est ice' .... S '♦ i rk p°/ f W1 OII M LAND ��� I ' t 0, Base+ o' .n n ,� L,r Q I z0 i � aea�� }j•� Q /o7no4e 6 '15 9 ' • - Lou a W. Murphy � o s i Registered Load Surveyor I l p1 4/O.2B' , I N t o Ogled ///5/96 yr �°� • !J„ 4/.25' I io pp Revised ! 112/99 Revised ?///99 db L.Qr 4 ��OesBa• t J,'.6 Aga N. 4 w hogP� b r CONTA 34? 794 SO. FT. 4i v► ` Q � x ,,��� o A� %ge0"J i 'a e4 OR 7869 AC. b la I Z: I n p g � \ WATERCOURSE 9 �C v Qo O �v f - - -t SB B74.6/"W v /C0 11 tv'w �� 89.79<r ll( 6 UTH LINE NE //4 -NW! /4 m WZ r I B2. 5O is�v core (R =789°3054' "E) /aQNOS UNPLATTEi7 LEG 1V0 �f. Z ! I N O SET / "X 24 "IRON PIPE (MJN. W7.' /. 13 L8. 1L.F.) • FOUND 3/4 "RE9AR 4a COUNTY SL/RVEYOR MONUMENT SCALE IN FEET I "=800' Rs RECOROWD AS r ( 0 JD too ?00 400 � / SOUTH R CORNER SEC. T, T !B N, MIT W (COUNTY MONUMENT) 'TM); fNlTRUMENT DRAFTED BY JERALO L. LARSON Vol. 13 Page 3602 SHEET / OF 2 CERTIFIED SURVEY MAP Viola Liddle Part of the Northeast 1/4 of the Northwest 1/4 of Section 7, Township 28 North, Range 17 West, Town of Pleasant Valley, St. Croix County, Wisconsin. Curve I,sg Radiu !Q t, al Chord 13,,in¢ bQW Back Tangent Front Tangent `l0 1�. An& lcMzh 1 -2 3 1 167.00' 145.23' 1 49 ° 49' 39" 1 S 42 °59' 36.5" E 140.70' S67 S18 DESCR IPTION: That certain parcel of land located in the Northeast 1/4 of the Northwest 1/4 of Section 7, Township 2 North, Range 17 West, Town of Pleasant Valley, St. Croix County, Wisconsin, more fully described as follows: Commencing at the North quarter corner of said Section 7; thence along the North line of the Northwest 1/4 of said Section 7, N 89'45'33" W, 41.25' (assumed bearing on the North line of the Northwest 1/4 of said Section 7) to the POINT OF BEGINNING of the parcel to be herein described; thence S 00° 00' 26" E, 147.51' to the Westerly right of way line of County Trunk Highways "T' and "N"; thence along said right of way line, S 00° 00'26" E, 1171.68' to the South line of the Northeast 1/4 of the Northwest 1/4 of said Section; thence along said South line, N 89.47 11 W, 859.17 to the Southeast corner of LOT 1 of that Certified Survey Map recorded in Volume 12, Page 3445 of St. Croix County Certified Survey Maps; thence along the East line of said Lot 1, N 00' 17' 18" W, 1319.61' (recorded as N 00°'01' 33" W, 1319.47') to said North line of the Northwest 1/4; thence along said North line, S 89" 33" E, (recorded as S 89° 30' 09" E), 865.63' to the POINT OF BEGINNCNG, containing 1,137,823 square feet or 26.121 acres, being subject to all easements and restrictions of record. State-of Wisconsin)_ County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owner, Viola Liddle, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof Note: 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 parcel contact the St. Croix County Zoning Office and appropriate Town Board for advise. Dated: November 5, 1998 Revised January 12, 1999 ��••• " "���'�` Revised : February 1, 1999 ������j 1 O 1V vJ'C �i This Instrument Drafted by Jerald L. Larson = �LAU CE . PHY °C S 1713 a CP =. RIVER FALLS,- • �� W ISC Q. �� .�� . ....... . . .. ••'SJ ,��. D 1_AN0 .% Vol. 13 Page 3602 SN££T 2 OF 2. 02/01/07 THU 11:15 FAX 715 386 4686 ST CRX CO ZONING @003 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner �� Z Septic Tank Capacity ga l 0 NA Permit #i Septic Tank Manufacturer i�cJ,'ese�' 0 NA DESIGN PARAMETERS Effluent Filter Manufacturer o f L p K O NA Number of Bedrooms D NA Effluent Filter Model L S S O NA Number of Public Facility Units O NA Pump Tank Capacity gat NA Estimated flow taveragei gallday Pump Tank Manufacturer NA Design flow (peak), (Estimated x 1.5) g oliday Pump Manufacturer 1 NA Soil Application Rate Al gal(do yne Pump Model NA Standard Influent/Effluent Quality Monthly average` Pretreatment Unit 1XNA Fats, Oil & Grease iFOG) 530 mall- O Send /Gravel Filter 13 Peat Filter Biochemical oxygen Demme (BOD 5220 mg& O NA 0 Mechanical Aeration O wetland Total Suspended Solids iTSS) 5150 mg/L D Disinfection O Other: Prevented Effluent Quality Monthly average Dispersal CeN(s) O NA Biochemical Oxygen Demand (BOD 530 mg /L In -Ground tgravityl O In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L V.A' ( AI-Grads D Mound Fecal Col)form (geometric mean) 510` cfu /100ml O Drip -Line O Other. Maximum Effluent Particle Size Y in dia. O NA Other: D NA Other, O NA Other: O NA 'Values typal for domestic wastewater and septic tank efflown. Other O NA MAINTENANCE SCHEDULE Service Event Service Fremency Inspect condition of tank(s) At least once every. < marls)) (Mwdmum 3 years) O NA Pump out contents of tankis) When combined sludge and scum equals one -third (Y,) of tank volume ❑ NA Inspect dispersal celi(s) At least once every: (Meximcun 3 yam) D NA Clean effluent filter At least once every: D arls) m O NA ` Inspect pnanp. pump controls & alarm At least once every: O O years yeerls e ) B D years) 11) Flush laterals and pressure test At least once every: 0 rtw )'1 NA Other: At least once every: 0 la) O NA Other. D NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal Celts shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWYS Inspector, POWYS Maintakmr, Septage Servicing Operator. Tank inspections must include a visual inspection of the tanks) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined skuige and scum and to check for any back up or ponding of effluent an the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent an the ground surface. The ponding of effluent on the ground surface may indicate a felling condition and requires the immediate notification of the local regulatory authority. When the comb accumulation of sludge and scum in any tank equals one -third %) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. Ail other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWYS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of tmtripletion of airy service event. GMW (4101) i 02/01/07 THU 11:16 FAX 715 386 4686 ST CR% CO ZONING epguve pow of START up AND OPERATION or other chemicals For new construction, prior to use of the pOWTS check treaimont tank(sl for the presence of painting products that may impede the treatment process and/or damage the dispersal 661118). If high concentrations are detected haw the contents of the tankls) removed by a septage servicing operator prior" use. System start up shall not occur when sal corncitiww are frozen at the infiltrative surtace. During paver outages pump tanks may fill above normal highwater levels. When power is restored the exce wastewater will be discharged to the dispersal trellis) in one large doser overloading the cgMs) and may result in the backup or surface discharge of effluent. To avoid this situation haw the cattents of the pump tank removed by a Septage Savi** OPereter power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in matnuaNy operating do pump controls to restore nomret levels within the pump tank. Do not drive or park vehicles over tanks and dispersal calls. Do not drive or perk over, or otherwise disturb or compact. the area within 15 foes down aknpe of any mound or 6t grade Sol absorption W". Reduction or � of the following *0M the wastewater stream arty SyWrow the perfoanart66 and tx�9 the Ifs of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs: degreasers% dental floss: diapers; disinfectants; fat: foundation drain trump pump) water; fruit and vegetable peelings; gasoline: gross•% herbicides; meat scraps: nwftations: oil; painting p pdes; sanitary napkins; tampons; and water softenner bills•. ABANDONVA94T is permanently taken out of service the following steps shall be taken to insure that the system is When do POWTS falls and/or properly and sately abandoned in � with chapter Comm 83.33. Wisconsin Administrative Code: • AN piping to tanks and pits shall be dNaonrnectad and the abandoned pipe open suWW• • The contents of all tanks and pas shall be removed and property disposed of by a SWW Servicing Ope rator. • After punping, all tanks and pits 00 be mcavated and removed or their covers removed and the Will specs filled with sol, gravel or another inert SON material. CONTINGENCY PLAN s node compliant If the POWTS faNa and cannot be repa the fdbwing m have bean, or must be taken. to provide replacement system: t soil absorption A suitable re pl ac ement was has been evaluated and may be utilized for the location of a replat m0n system. The re pl a cement area should be protected from disturbance and compaction and should not be infringed required setbacks from existing and proposed swum", lot litres and wells. Fsiltre to protect the re tent will result in the creed for a new Sal and site evaluation to establisft a suitable repla6anarnt area. Replace systerns must comply with the rules it affect at that tmre. © A suitable replacement area is not available due to setback and/or sail Limitations. Baring advances b POWTS tsctmoktgy a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a "A replacement area. Upon failure of the POWTS a soli and oft evaluation must be performed to locate a suitable replacement anew. H no replacement ass le available a holding tan may be i gwil d as a last resort to rapiwe the faded POWTS. D Mound and at -grade soil absorption systems may be reconstructed in piece following removal of the bionmt at the infiltrative sur R of such system inert comply with the nde: in etfeet at that tine. < <WARNING> > EKM ��A PUMP OR T TREAT�T MAY ANK tWM tVit�TANC DF.ATH� O OF A PERSON FROM TIIN WTOWR OF A TANK MAY BE DNRCULT OR MWOSSMLE• ADDITIONAL CONM@ITS POWTS INSTALLER POW[8 MAINTAINER Name co Narns v� Phone SEPTAGiE SERVICING OPERATOR (PUMPER) LOCAL WwLATORY AUTHORITY Name a:CY.,— Name E �d o� Zahn Phone — �O / Phone This document was drafted in compliance with chapter Comm 83.22120Rt and 83.5411), (2) d,(3), WWconsin Administrative Code. t uz /ul /u/ inu ii:iu run ILJ page of START UP AND OPERATION For new construction, prior to use of the POWTS check vestment tank(s) for the presence Of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cellls). if high concentrations are detected have the contents of the tankis) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infihrsrtive surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may. result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage SerAcinti Operator pnor to reaUxing power to the effluent pump or contact a Plumber or POWTS Marutainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive of perk vehicles over tanks and dispersal cogs. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics: baby wipes: cigarette butts; cotndorrns: cotton swabs: degreasers: dental floss: diapers: disinfectants; fat; foundation drain (sump Pump) water; fruit and vegetable peelings; gasoline; gee% herbicides; meat screw medications: oil; painting products; pesticides; sanitary napkins: tampons: and water softener brine. ABANOOWBIT When the POWTS fags and/or is permariently taken out of service the foW%"g steps shall be taken to Insure that the system is properly and safely abandoned in compliance with chapter Comm 83 Wisconsin Administrative Code: • AN piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Swviclhg Operator. • After pumping, all tanks and pits shall be etccavated and removed or their covers removed and the void spats filled with soil, gravel or another inert solid material. cONTmOENCY PLAN If the POWTS fags and cannot be repaired the following measures have beery. or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the reed for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. Cl A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. E3 The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is avaiable a holding tank may be installed as a list resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the booms[ at the irtfdtrathre surface. Reconstructions of such systems must comply with the nudes in eHeet at that tine. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT 0"1011- DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFRCULT OR ORPOSSOLE. ADDITIONAL COMN13ITS POWTS WSTALLER POWTS MAINTAINER tt Eftho �y� Norms O t a Phone j �E, a SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHOPM Name A-: oY\ Name Phone 73 — Phorne This document was drafted in compliance with chapter Comm 83.22(2)(W )al) &(f) and 83.W1 1, 12) & (3), Wisconsin 1ldndni vsdve Code- I • _ r " , • -�° Fitters Pct EFFLUEAff FXTER (cOMAWRCMLJ Polylok, ink is pleased to add its - new commercial fiber to its existing line of quality effluent filters. The PL-625 is rated for over 10,000 GPO (gallons per day) making it one of t {> the largest commercial filters in its �, �---� _ AMOPOPVC enft class. it has M firmer feet of 7/I(r °" r ' filtration slots. Elbe the Polylok PL -122, the new Polytok PL-M has an automatic shut off bell installed with every filter. When the filter is =o5 Omw faft Of removed for clearing, the ball will t "ad fm OW float up and temporaril shut off to eoe GM the system so the effluent wont 4 leave the tank. Atv tr0a Ow an a dw n wket can nidw 00 claiml r . SM. 40 PW PL-525 Maintenance: The PL -525 Effluent Fitter should operate efficiently for several years ` under normal conditions before requiring cleaning. it is recom- mended that the fitter be cleaned every time the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified door by an alarm when the filter needs servicing. Servicing should be u " rye wbM rrree done by a certified septic tank g Is nmwvad pumper or installer. 1. Locate the outlet of the septic tank. Z. Remove tank cover and pump tank ff necessary. PL -525 Installation: t • Locate the outlet of the 3. Do not use plumbing when septic tank filter is removed. ideal for residential and com- 2. Remove the tank cover and 4. Pull PL -525 out of the housing. mercial waste flows up to pump tank ff teary. S. Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue -the filter housing to the tank Make sure all solids fail 4 or V outlet pipe. If the back into filter is not centered under the ptic tank. access opening use a Polylok 6- Insert the filter cartridge back Extend & Lok or piece of pipe into the housing making sure to center filter. • the filter is properly aligned and 4. Insert the PL-M filter into ;.:completely inserted. its housing- ?•'Replace septic tank cover. S. Replace the septic tank cover. PEE iii OP i 0 , X Ul C / O r �i s ul , Q u, ,I r, w 1 I I I ,___ 1 I 1 I _____ _ n — _ I I j LL 0] - U I s _ _ u- o ; - - - - -- --------------------------- - -- - - -- I I W I I I N 9. 9 I y I I 4 I I r. I i u � � I Y W r Q w ty ti1i u a a ~ 1 = N � 7 I I I I I I I I 43 I ti, s I 1 9 , 77 111711, T I I y •�___- - 6 ?"' ---------------------- - - - - -- - - - - -- I I I /� Q 4 - - - - - - - - - - - - T - F Ci 7 Lu IX W"', W ........ U3 C) ro -- - - - - - - - - ---------- ---------- ---------- Y m ul I V 6 6 Al Ul TTT I1 1 II Wlbconsin bepartment of Industry SOIL AND SITE EVALUATION ,., ''Labor Arid Human Relations Page of 3 Ctvlglon of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 81/2 x 11' q s Plan must County Include, but not limited to: vertical and horizontal rel�er' (BM) L cA and s� Gi!°Q / r.o X percent slope, scale or dimensions, north arrow, grid n and dlstanc est road. ' Parcel I.D. # ApPLICANT INFORMATION - P/eaint�fornnt�Ion. f R by Date Personal InfonnAtton you provide maybe used for se 6riaery p s (Pdv y ,�e• 0 (1_( Property Owner Prop rty Location ,� pdvt Lot N 1/4 A l 1 /4,S 7 T 2-� ,N,R /7 E ( W Propery Owner's Melling Address V # Block# Subd. Name or CSM# City ` � L // State Zip Code Phone146mbeF -- -` Nearest Road Pip i 7/I f /f f /, W'22� ( 7�F) yL5 Gy3/ 0 City Vile g e c T r /V 0 1 Ne* Construction Use: Residential / Number of bedrooms 3 Addition to existing building D Mepltice ❑ Public or commercial - Describe: Code derived daily now gpd 3 n• — Recommended design loading rate bed, gpd/f? 'S trench, gpd/11 Absorption fires require — bed, ft 2 �� trench, ft 2 G� Maximum design loading rate )ad trench, gpd/it (recommended infiltration surface elevation(s) Z (t (as referred to site plan benchmark) Additional design/site considerations lev Brent material SS' ©U / Flood plain elevation, it applicable It S d Mound Suitable for system Conventional Mou In- around Presss AT -Grade System in Fill Holding Tank U s unsuitable for system Os p'u u ❑ s []emu 0 s [� u 0 g EK 0 s SOIL DESCRIPTION REPORT Doting # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots i3PD/fl2 In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 0-13 io y�e � 3 � /fs k � /� c �v /f' • y' : •s G round . 3 � �� Mots C'L 2 f Si'4 �n e / — ,v ; �v 'od /oS•�tt. �s�/� s/� Depth to NmlNng , factor a_ �j_In. S•� Remarks: Rorf ng # /O Y4 31 S/L 2 1W e 40) Ie/ • G' 17 49 YA 3141 �z Mo.M e /-/'s& ; �r� N N Ground , elev. Depth to limiting factor 2-4p_In. Remarks: CST Name (Please Print) Signature Telephone No. & T 7�1t l e47— 7 /J!" 3�3(� • 8 /BS Address Date CST Number 2LZI'37f Ulbticht 6 Associates Pr<Nato Sewage Consultants 1355 O'Nell Rd. Hufton, Wis. 54010 o'� N A PROPERTY OWNER y ' `����� SOIL DESCRIPTION REPORT z- 3 PARCEL I.D.# 02V - /d / Page O • . o, f Boring # rzon Depth Dominant Color Mottles Structure In. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots 2 J L / s Bed ,Trend Ground stay. �,6 � " CGr, •5 .. f /p cz� My S Depth to Ilmlttnp fa r i In. Remarks: ' Boring # Ground elev. Depth to limiting factor In. Remarks: , Horizon Depth Dominant Color Mottles Structure In. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots Boring # Gr. Sz. Sh. Bed , Trench Ground slev. ; M. bepth to limiting factor in. Remarks: Boring # ' Ground Slay. ft. , Depth to limiting factor ' In. Remarks: SBDW -8330 (R. ons) , J 4 AZ q Sj V M o� �� —� • � as , 0 p w "1 a %v V � l$ O .. zc 70.= DEC 10 - -98 08:38 AM MURPHY LAND SURVEYING 715420•9711 P.03 may tip/ r � l CERTIFIED R EY MAP �. ED S V FI �1 Viola Livdle _J__" Northeast l4 of the Northwest 1A o; Section 7, Township 28 North, Range t7 West, Town of Pleasent Valley, Ss, Croix County, Wisconsin. Owner's A 518 Marcella Cvtivt River Fall *, WI 54022 ' (R ■S89 ° JO GB "W Zd39.2J'J �40'�33�' -- 'S d3 °113 33' "f 283d39- -- � UNPL 4, r710 ( ANDS t Sep" 11- - 453. 4f ° ,vt `is 6r_RLw L 7 •.LK_ _- - -• — L 1S.Ji' , ti A NrHwf$ T CORNER T -053.33' y ; ' BiC.?'�T2 /N,RtfiY 1 `ys k V icP4NtY po.+td�t£NrJ f�, � KK �, $ PHRGL'N1- .,Ot� { �• S 89 ° -04' "E 769, -08 :�..,.�1 I NOT %Oa' Bt/L01N6YSfrOAC>t J LJNf �I riNO[N� , Lor 2 l01i'a� P9' CONTAINS 474,588 SG f,, '7 41 21' OR /0. B91 AC ~ ' 4 e 4,14, 187 $V J;T OR JO, 417 AC. , fXCL110 F agg d WAY) ' ' Lora w •„• ", .`� /t� �• CONfA1N5352583Sp.FT,� c�� r,o �+ r� +, U OR8.094 AC, /LAUREN, � } (29845350 Fr.. OR6B521 F W MUR ? AC, CLUDINFjRIGNT• I o ii a r� N 3 S 3 }. ♦ Oil— WAY O�. i I of It LA14TJ 4 A 4 1 1- 'J o ! Murphy 410. Rered Land S�rvay Nd9.4679 "w�45f.5 ;' t)atad: 1' -5 -1998 ONMC I or 15 Oil !4 INI j&1,00 SV Fr. �p wA TER COURSE 1 Op, 8.381 AC. � oI Lti �t R r 4 ' r�lr 134 ?.:9f 50 FT OR 7869 dG +�nr j ll 2t v n`; yo t"XCLUD1AIG RIGHT OF WAY *IL I k1�q �'� W JAN LfNE NE NW 8 "l sf COR m1w4- NWI 4 q r. 96COR, • LAAfD$ �7`A -5 3d i „q GS N.L4TI (�r 3p - EJ � UNPLATTfIJ f a 0 Sir I "XRI "IRON PIPE NAIIN Wt• I. 131 IL" { �}~ i FOUND 3 1f "R£♦?A0? Q u C'QUNrr SURVEYOR ,MONUMENT a � N FF6T ! ":ROO' Ry RfCORDEA AS SCALE J , J re 50 loo CClO 4eo fca�m aeONUMCMJ rHdS INSTRtlME!!7 DRAFrtO 0Y JERALO L. 4ARSON Z Parcel #: 024 - 1010 -60 -000 04/17/2007 03:36 PM PAGE 1 OF 1 Alt. Parcel #: 7.28.17.53A 024 - TOWN OF PLEASANT VALLEY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - ZSCHERNITZ, TRAVIS L & WENDY S TRAVIS L & WENDY S ZSCHERNITZ 724 159 TH ST ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC gal Description: Acres: 10.895 Plat: 3602 -CSM 13/3602 SEC 7 T28N R17W NE NW BEING LOT 2 CSM Block/Condo Bldg: LOT 2 13/3602 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 07- 28N -17W Notes: Parcel History: Date Doc # Vol /Page Type 08/14/2006 832071 WD 08/14/2006 832070 WD 04/22/2003 718343 2214/573 LC 1192/212 WD 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/22/2001 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.895 46,400 0 46,400 NO Totals for 2007: General Property 10.895 46,400 0 46,400 Woodland 0.000 0 0 Totals for 2006: General Property 10.895 46,400 0 46,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12129/1997 Batch M PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 024 - 1010 -60 -000 06/22/2006 05:17 PM PAGE 1 OF 1 Alt. Parcel #: 7.28.17.53A 024 - TOWN OF PLEASANT VALLEY Current `X � ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co - Owner WILLIAM M & JODI R DEFIEL _ / DEFIEL, WILLIAM M & JODI R 936 3RD AVE S v STILLWATER MN 55082 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 10.895 Plat: 3602 -CSM 13/3602 SEC 7 T28N R17W NE NW BEING LOT 2 CSM Block/Condo Bldg: LOT 2 13/3602 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 07- 28N -17W Notes: Parcel History: Date Doc # Vol/Page Type 04/22/2003 718343 2214/573 LC 1192/212 WD 2006 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations Last Changed: 06/22/2001 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.895 46,400 0 46,400 NO Totals for 2006: General Property 10.895 46,400 0 46,400 Woodland 0.000 0 0 Totals for 2005: General Property 10.895 46,400 0 46,400 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: 1212911997 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Department of Industry Human Relations SOIL AND SITE EVALUATION • Ltllbor. and � . bWIon of Safely and Buildings in accordance with s. ILHR 83.09, Wis. Page of Attach Complete 9119 plan on paper not less than 8 1/2 x � - s Plan must utkdtr9 County Include, but not limited to: vertical and horizontal ref (8i�q and ST x 4&91 percent 810106, Scale or dimensions north arrow n and distant eat road. � > Parcel I.D. # APPUCANT INFORMATION - Plea 7nt � forntAei }on. t ;° R by Personal InformAtbn you provide maybe used for se Date P s (Priv�$y el(�1( )) k, %__ Property O wner ~ANC FF Lo /V u4 1✓a s 7 2 N � T .N.R 17 E ( o w Prop Owners Mqi g A� e j `4 2 T r; ;' j' � # Bloc Subd. Name or CSM# _4 COY State Zip Code Phone y mb& - - -- 2— ' -- ' n L // �[ Nearest oad pl /i f/ ��• spilt (71:f 115` 6 C] City Vill ge LT N New Construction Use: Residential / Number of bedrooms 311 Addition to existing building Fteplacemen! U� ❑ Public or commercial - Describe: Code derived daily flow gpd 3X - Recommended design loading rate bed, gpd/tt� 'f french, gpdHlz Absorption tkrea require - bed, N trench, "2 Maximum design loading rate : _ bed, gpd/fl trench, gpolit fecommended Infiltration surface elevation(s) S Z ft (as referred to site plan benchmark) Additional design/slte considerations 41WW' Parent material A0 SS DU / Flood plain elevation, if applicable ft S m Suitable for system Conventional In- Around Press AT Grade System In Fin Holding Tank U - Unsuitable for system [j S 2 LJ S U ❑ S �'U ❑ S [� U ❑ S au [Is �l SOIL DESCRIPTION REPORT 8oFtng # Horizon Depth Dominant Color Mottles Structure iiPD/flz In. Munseli Qu. Sz. Cont. Color Texture Qr. Sz. Sh. Consistence Boundary hoots Y' e.2.1 3 L /f S v D Bed ,Trench e wv. 3 �oYX s/ c2� Mots CL z�sde Depth to limiting . , (actor S� (lernarks: Boring # � 0. /� y� z 3 L /l so ' e cs 2 F s y /d ' 26 /D 0 31 S/L 2 - 1 r- Ae �►,�/ ' 17 D 3/ G2 X / /Z GL A - k .,rG�Cl ' ,v 10 N around elev. Depth to limiting factor 2-40-In. bernarks: CST Name (Please Print) Signature _ -- -- Fo/3ER T N49� /G4T g 3i Address Date CST Number i� -/z • /��'d' 2_z4!0,;3 7,5' PROPERTY OWNER SOIL DESCRIPTION REPORT Pa P ARCkL I.b.# D2-V Boring # Horizon Depth Dominant Color Mottles Structure In. Munsell Qu. Sz. Cont. Color Texture tar. Sz. Sh. Consistence Boundary Roots 2 J / 12 •/ �Q y� �- Bed ,Trench around / f1 3 oleo. /p 3� t. C2-4 Ao b A- Depth to ladgr Hmiting . (((( Remarks: ' Boring # around elAV. . Depth to limiting factor In. Remarks: Horizon Depth Dominant Color Mottles Structure In. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots D Boring # dr. Sz. Sh. Bed .Trench around elev. ; h. bepth to Ilactor M ' Remarks: Boring # Ground oleo. Depth to #mMng factor {n. Remarks: