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r o c_ p U Y © c: Q C ti N N m, C N E a - C C m _O X O U 'O O O' O Z a U E O N O � Z U C L C U. q ' E ' M N Z y c : t o c v o m c Z 'v -0a 0) > d Cl -0 (D O N (D N> d m O O m Cl) F- (n N C O U C � c C7 m O 2 c E O Z fn F- N E a > m` a� U) a (D a) w • MJ -O t a) m N U O Z Z O m c 0 U o N _ z M C C O E N M : M M N A £ � N CL d d O CL m C (O to W N N 0 C C D ) 0 3 G d ' O N N Z> 0 0 0 0 z o O S: a (3) o In J U i Q O _rn Z L N N O O IOy O O O O O ca (D 00 O N N m d a N N N Uj ca N H r O d O C O 7 j N In m o 3 a� m a d 0 o C) 0 ° Lr U ? LO 0 f m N C N I 'O N N N v O _ O W O N O 0) w W C w � .- Lo Ci c N ti N c 'O U > t N d N O N ) • ��Vl �� O M� m M O N A Y Cn © CQ .r v� d M m a 0 CL a i. E i aj �1 A uCL 0 NCE , 7 + \ : § .§ ( ° - C4 m o � R 2), cc i ;2 D $m ƒ 2 f � 77 z m Es 78/ / § -)m§ LL § , ) [E> < CL (D n � / \ E g � k R / \ a m . B z + \ £ � ■ _ : , U) E e 0 } V%6 \ % ƒ 2 2 § % � k j � k � Q ))k t}kk .. / C') ) . / k CL E_■ 7 a 2 .2 § o a § ) z d //� 1 p ƒ 7 ; ©■ ■ ■ ' \ ) 2 2 2 j \ § k k 2 ;< k CS o o § § \ \ § \ j = k o = o \\ 2 a� 2 0 0 � U) o f % !� - - § J 5 2($ u& G n= k\ k/ § 7 § / \ m E k § / a § \ 2 k ) \ f f /) § § ¢ k k k ca m 0 z k) } j 3 kCL a. 2 , 'E o k� 0 k L r Safety and Buildings Division * saon �i n SANITARY PERMIT APPLICATION 201 W. Washington Avenue In accord with ILHR 83.05, Wis. Adm. Code P O Box 7302 Department of Commerce Madison, WI 53707 -7302 • Attach, complete plans (to the county copy only) for the system, on paper not less County &an 8 1/2 x 11 inches in size. � CR_0 • See reverse side for instructions for completing this application State Sanitary Permit Number :3 ?— Personal information you provide may be used for secogd . es �j ® ❑ Check it revision to previous application (Privacy Law, s. 15.04 (1) (m)]. G State Plan I.D. Number 1. APPLICATION INF RMATION -PLEASE PRINT ALL I F RMATION PE Property O e Name Pr ocation �,I„� 4 - � A W „J u p /z W (,t/�i /4 5(,V 1/4, S T , N, R E (or 6M Property Owner's Mailing Address Lot Number Block Number City, State 2 �''Z9 /�L' M 0 /�Q Zip Code Phone Number Subdivision Name or CSM Number 4-6 J ` &`i[T" ( -- c7 (per Kw I. TYPE OF BUILDING: (check one) ❑ State _ ❑qt Nearest ❑ Village ^ Public 1 or 2 Family Dwelling - No. o t� s own OF F / V / D III. BUILDING USE (If building type is public, c at apple rcei Tax Number(s)_ - 18- 156-1 A — 40 1 ❑ Apartment /Condo 2 ❑ Assembly Hall 6 ❑ M I Fo jty / IVth g Ho 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ M IF andise. Safe!$ / I4uirs 11 C] Restaurant/ Bar/ Dining 4 C] Church/ School 8 C1 M I Hom CQ*Q/x 7 12 C] Service Station/ Car Wash 5 [] Hotel / Motel 9 ❑ Of 'c aaDq Nn' ~ 13 [] Other: specify IV. TYPE OF PERMIT (Check only one b e A. Che k bc/ line B, if applicable) A) 1. New 2. ❑ Replacement i keplacero* t of 4 [] Reconnection of 5_ E] Repair of an ______System ________System _ '_kOnl�r______________ ExistingSystem Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 []Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit _ 43 ❑ Vault Privy 14 ❑ System -In -Fill , $, S VI. ABSORPTION SYS M FORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft I .) (Min. /inch) E v tion �eet Feet acit VII. TANK _ in Ca gallo s Total # of r Prefab. Site Fiber- Plastic Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass App. New Existin structed Tanks I Tanks Septic Tank or Holding Tank MCI ( S��L L93L ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system show on the attached plans. Plum be Name: (Print) Plumber's Si ature: (No Stam ) MP/ No.: Business Phone Number: Plumber's Add City, State,, Zip Code): gz c_ L_e 2j r ^ 0 IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved anitary Permit Fee (includes Groundwater D ate I ssued Issuing ent cy[/r ' 17- g � — n � atu a (No Stamps) proved []Owner Given Initial !!R— Surcharge Fee) Adverse Determination X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL r . r 4k1j_%a Ww"41 C-C-4� iD CJ4WrS mAk— S�& � W1 O&UW CRn- wton FR i i iwi DISTRIBUTION: Original to County, One copy To: Safety & Bti dings Division, Owner, Plumber ` ST CROIX COUN'T'Y SEPTIC TANK MAINTENANCE AGREEMENT AND OWNI3RSIIII' CCR'I'IFICATION FORM Owner /Buyer 4-we- an o •Bud, ro l� Mailing Address G n eaia n Ed, t �� �-, o�oQ (il�i ✓��O j 7 Property Address (Verification required from Planning Department for new construction) City /State Parcel Identification Number D ya - //0 a - 5 0 - ` OO LEGAL DESCRIPTION Property Location 5h/ 1 A, 5W r /,, Sec. _3 , T A 9 N -R /q? W, Town of 4/a rre Subdivision , Lot # Y Certified Survey Map # a 7 a 9 , Volume Page # 3 30 3 Warranty Deed # J � 8�' � � _ , Volume �a 78 , Page Spec house ❑ yes X no Lot lines identifiable q yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. I /we, the undersigned have read the above requirements and agree ti, maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of. the three year ex *ration date. N&t _7 /7-7/ 99 SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to tl►e best of my (our) knowledge. 1 (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. 5,6* 4-4-t-� hau'll, - 7 / 7-7 SIGNA'T'URE OF APPLICANT DATE Any information that is iris- represented may result in the sanitary permit being revoked by the Zoning Department. ** Inct+rde 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 - ;z ._ — L 16 a 2 9. /8, 6i'6 7,9 - Yd ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT r` , °r Owner 1. �J J Property Address' City /State i Co V < )NG O Legal Description: Lot _� Block Subdivision/CSM # E5&19 '?a vet a- Sec. , T 1 N -R &W, Town of 6 A-j r r P� PIN # A- SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer 601 ever Size ST/PC / KJ008etback from: House 25 P/L G►' Pump manufacturer _ �'nP�.l s Model Alarm location N y (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: M6Z J Width - Z � Length Number of Trenches Setback from: House Well P/L 7 Z 5 Vent to fresh air intake �/d'b ELEVATIONS Description of benchmark /M G 44 L I ^J + Elevation �, v Description of alternate benchmark rou •� O tom Elevation 5Z 7.9 7 Building Sewer - 79 7 ST/HT Inlet 72 V5 ST Outlet -- - PC Inlet PC Bottom 7 Header/Manifold 16 a� Top of ST/PC Manhole Cover ��, Distribution Lines () 2 2 () ( ) Bottom of System Final Grade ( } () ( ) &A.1 AV'14+L Date of installation &'/ // er=Licensenumber ' State plan number WJ60EI Plumber's signature (nP6,32 DatelZ /Z�/ Inspector Complete plot plan Or i NO'T'ICE Please provide the following: t i • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. � '�'30 b PLAN VIEW 6 PC 0 6 ti u 5� �2 INDICATE NORTH ARROW Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitarfhr Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. Permit Holder's Name: ❑ City ❑ Village P Town of: State Plan ID o.: CS B lev. Insp. BM Elev.: BM Description: Parcel Tax No.: t'j 160. 1 » 1-ree C r w• I 042- 1102-50-40 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ti Benchmark Ca � 3� I Dosing `. 4 411". �Q Q Alt 'RM Aeration Bldg. Sewer IP 13.9 `F �g •� 3 Holding St /Ht Inlet - 4 1 1q.�Z TANK SETBACK INFORMATION St/ Ht Outl TANKTO P/L WELL BLDG. Air to i ntake ROAD Air Septic Zvp NA Dt Bottom 11.7-0 Dosing `' �` 3g NA Header / Mar��� Aeration L Dist. Pipe (-A tr /@ 0 • ZZ Holding Bot. System Cd 3' SD �Jq.s3 PUMP/ SIPHON INFORMATION Final Grade (t 6 & A I'( � Manufacturer Ed�-S Demand Model Number WE a�''�GPM Z TDH Lift ��• Friction,, ,)� Syetema, TDH ;,(0 t oss � Fii Forcemain Length (p Dia. u Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Lengt ( N f PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSION SETBACK SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type O CHAMBER Model Number: System: ASS oZg 7 /5`U ? Z'ro OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) if x Hole Size x Hole Spacing Vent To Air Intake Length L Dia. �_ Length � Dia. �` Spacing �/� rt S9 " 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 Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑_ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) ��" Date #1:10/1 /qq Date #2: Location: 1418 60th Avenue, Roberts SW1 /4, SW1 /4, Section 36 T29N -R1 8W - 36.29.18. - _ T. to - y j a)Pl.w Plan revision required? ❑ Yes KNo Use other side for additional information. SBD -6710 (R.3/97) Qate.J / �Cy�, Inspector's Signature Cert No. V t Safety and Buildings Division i sconsin s SANITARY PERMIT APPLICATION 2 1 Box Washington Avenue Department of Commerce In accord with tLHR 83.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County ff than 8 1/2 x 11 inches in size. 5 ca / • See reverse side for instructions for completing this application State Sanitary Permit Number Personal information you provide may be used for seco d ���ryryry ppp oses o� [] Check it revision to previous application [Privacy Law, s. 15.04 (1) (m)]. "� State Plan I.D. Number I. APPLICATION INFORMATION - PLEA E PRIN ALL I F RMATION O Property a Name Pr pert ocation T kw / &.4 D /Z W (,t/�iia k/ 1/4, S T , N, R E (orXn Property Owner's Mailing Address Lot Number Block Number City, State Zip Code Phone Number Subdivision Name or CSM Number tCl4.oAo c -�-- 7z9 - 3 II. TYPE 0 B ILDIN . (check one) ❑ State ❑ its ^/ Neares t_gpad Public 1 or 2 Family Dwelling own OF /Y�/� - No . j ❑ Vll age 6A D A_._ . III. BUILDING USE (If building type is public, c '6a at rcel Tax Numbers)_ )$, �j(�1 p 1 C] Apartment/ Condo 2 E] Assembly Hall 6 [1 M I F�I�ty /l A� g Ho 10 C] Outdoor Recreational Facility 3 [] Campground 7 E] M r andise. Sahq / Irs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/School 8 ❑ M I HomkAipIX 12 C] Service Station /Car Wash S ❑ Hotel/ Motel 9 ❑ Of 'c as �NTY 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one b e A. Che k bq line B, if applicable) A) 1. .New 2 E] Replacement ,Replace t of 4. E] Reconnection of 5. ❑ Repair of an ______System ________System ------------ - �-Qnly,__ _______ Existing System ________ Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 5d Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill , S V ABSO RPTION SYS M FORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 1 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min./inch)' tion Feet Feet VII. TANK Capacity in gallons Total # Of Prefab. Site Fiber- plastic Exper. INFORMATION New Existin Gallons Tanks Manufacturer's Name Concrete st u�ted Steel glass App. Tanks Tanks Septic Tank or Holding Tank �'� (�t �jdr_l� ❑ ❑ 1:1 ❑ 11 Lift Pump Tank /Si hon Chamber ® ❑ El 13 El ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage sysstem show on the attached plans. Plumbe Name:(Print) Plumber's Si ature:(NoStam } MP/ No.: Business Phone Number: p0 �G 2 Plumber's Address treet, City, State, Zip Code): c— Lt) E! Q IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved anitary Permit Fee (includes Groundwater ate ssue Issuing ent 'gnatu a (No Stamps) proved ❑ Owner Given Initial — Surcharge Fee) / Adverse Dete rmination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: r ,1�.Mt,�� WWj,r4 1;.C-� 1w C ,, AA— 61vt 9Wr� SBD- 6398 (R.11197) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 MIF isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary July 16, 1999 CUST ID No.226497 ATTN: POWTS INSPECTOR ZONING OFFICE ROGER D NELSON ST CROIX COUNTY SPIA 122 E SUMMIT AVE 1101 CARMICHAEL RD ELLSWORTH WI 54011 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 07!1612001 Identification Numbers Transaction ID No. 236081 Site ID No. 176738 SITE: Please refer to both identification numbers, Site ID: 176738 L above, in all correspondence with the agency. ST CROIX County, Town of WARREN; LOT 4, MARGARET CAVE, WARREN SWIA, SW1 /4, S36, T29N, R18W BRETT AND DAWN BUDROW LOT 4, MARGARET CAVE, WARREN FOR: Description: MOUND SYSTEM FOR BRETT & DAWN BUDROW Object Type: POWT System Regulated Object ID No.: 480153 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 prior to issuance of the sanitary permit: • On the Index Sheet, page #8 shall be described as "Soil and Site Evaluation." • On the Index Sheet, page #9 shall be described as "Soil Description Report." • On the Index Sheet, page #10 shall be described as "Soil Test Plot Plan." • On page #4, the entry for "Lateral length (P)" shall be changed to 44.3 (ft). The metric conversion shall be changed accordingly. • On page #5, the entry for "System head" shall be changed to 2.5 (ft). The total dynamic head and metric conversions shall be adjusted accordingly. • On page #5, the entry for "Pump tank =" shall be changed to 16.67 (gal/in). • On page #5, the "A" capacity shall be changed to 18 (inches) [300 gallons]. • On page #5, the "B" capacity shall be changed to 33.3 (gallons). k • On page #5, the "C" capacity shall be changed to 9 (inches) [150 gallons]. • On page #5, the "D" capacity shall be changed to 7 (inches) [116.7 gallons]. • Page #6 shall be entitled "Pump Curve." • Page #7 shall be entitled "Site Plan of Mound Site." • On page #7, it shall be noted that the well will be located at least 25 feet from the tank, at least 25 feet from the force main and at least 50 feet from the mound. • On page #8, the "page 1 of 3" notation shall be changed to "page 8 of 10." • On page #9, the "page 2 of 3" notation shall be changed to "page 9 of 10." • Page #10 shall be entitled "Soil Test Plot Plan." • Page #10 shall be number "page 10 of 10." ROGER D NELSON Page 2 7/16/99 w A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. telephone Inquiries concerning this correspondence may be made to me at th e number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 07/09/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 KEITH A WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524-3633, M -F 7 AM - 3:45 PM KWILKINSON @COMMERCE.STATE.WI.US WiSMART code: 7633 I -9 RESIDENTIAL MOUND DESIGN INDEX AND TITLE SHEET Project Brett & Dawn Budrow Owner Brett & Dawn Budrow Address 158 Greaton Road New Richmond, WI 54017 Legal Description SW, SW, Section 36, T29N, R18W !. P.O WT.S. ��•��u ttionally Township Warren County St. Croix n II P R®\ E D Subdivision Name Margaret Cave Lot No. 4 DEPARTMENT OF COMMERCE 616N AND BUILDINGS Parcel ID Number 4k' t t .F� CORRESPONDENCE Plan ID Number 2 2 0 INDEX SHEET PAGE ONE MOUND CALCULATIONS PAGE TWO MOUND DRAWINGS PAGE THREE PRES. DIST. CALCS. & LATERALS PAGE FOUR PUMP TANK DRAWINGS PAGE FIVE PUMP CURVE PAGE SIX CORRECTION NEEDED SITE PLAN OF MOUND SITE PAGE SEVEN SEE CORRESPONDENCE SOIL TEST PAGE 1 PAGE EIGHT SOIL TEST PAGE 2 PAGE NINE SOIL TEST PAGE 3 PAGE TEN Designer Ql& ` r'" License Numbe 7—?— Signature Phone No. Date 6/25 9 J Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. T &IO, Wis. 5tats. SBD 10462E (R.04/97) Page 1 of 10 I I RESIDENTIAL MOUND DESIGN Eight Bedroom Maximum Complete information in red framed boxes as necessary. (y or n) 1-6 he system over creviced bedrock? 1% Number of bedr3 Wastewater flo50 gpd P1703.31Lpd Depth to limiting f32 in cm In situ sail infiltratde) 4.5 20.4 um, Contour line below the upslope edge of absorption cell Use standard fill depths? = OR Designer speed depth in cm Place X in box to use standard depths (1$ 24, A +4 inclusive) OR specify design fill depth. Center or end manifold a (c ore) Estimated hole space 4.5 ft Not a final calculation. Lateral spacing L 4 --e ft Minimum dose >= 10 times void volume Use a 0lateral spacing for trenches. Pump tank elevation 81 ft Outside bottom of tank. Number of laterals 2 Force main diameter 2 iin Force main length 1 210 ift Force main actual dia. 1 2.067 lin SYSTEM SOLUTIONS Inch - pounds Metric Cell media "x" one only. Estimated daily flow 450 gpd 1703 Lpd x Aggregate and pipe Chamber and pipe Absorption cell Design load rate & area 1.2 gpme 375.0 ft 34.84 m Linear load rate 9.6 gpd /ft 119.0 Lpd /m Design width (A) 8 ft 2.44 m Cell length (B) 47.0 ft 14.33 m Depth of cell (F) 9..9 in. 1 251 1QM Sand filter Upslope fill depth (p) Min in 30.5 cm Downslope fill depth (E) 45.2 cm Basal area required (gpd/infiltration rate) ft 83.61 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.4 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 10.7 ft 3.26 m Upslope toe length (J) 7.2 ft 2.19 m Downslope toe length (1) 12.1 ft 3.69 m Total mound length (L) 68.4 ft 24.85 m Total mound width (W) 27.3 ft 8.32 m Project: Brett & Dawn Budrow Page 2 of 10 Plan I. D. l MOUND PLAN VIEW observation pipes (typical) I L W = 27. 3 ft A A = 8,0 ft 2.44 m 8.32 m —'= B = 47 ft 14.33 m B —. K J= 7.2 ft 2.19 m i = 12.1 ft 3.69 m K = 1 71 ft 3.26 m _ L = 68.4 ft 20.9 m� typ. obs. pipe A X B refers to absorption cell width and length (anchored securely) J = upslope width 1= downslope width K = end slope dimension 15° (150 mm) T MOUND CROSS SECTION T D = 12.0 in 30.5 cm lateral topsoil G H subsoil cap E = 17.8 in 45.2 cm i F = 9.9 in 25.1 cm see note F G = 12.0 in 30.4 cm D E ASTM 033 0 H = 18. in m 45.6 c I j 2 Sand Fill •wi#etlr 6% slope Note: Absorption cell media will D = upslope fill depth plowed layer consist of aggregate and pipe E = downslope fill depth or leaching chambers and pipe F = absorption cell depth as specified x Aggregate G = subsoil + topsoil depth at cell wail at right. Chamber H = subsoil + topsoil depth at cell center Designer notes: If aggregate is used, it is covered with code compliant material. I II Project: Brett & Dawn Budrow Plan I. D. Page 3 of D PRESSURE DISTRIBUTION CALCULATION Absorption cell Inch-pound-s- Metric Width (A) 1 8 Ift 1 2.44 Im Length (B) 47.0 ft 14.33 m Lateral specifications Number laterals 2 Holes /lateral 10 holes Lateral length 44.3 ft 13.4 m Perforation dia. 0.25 in 6.4 mm Lat. dis. rate 11.65 gpm 03 Us Sys. dis. rate 23.30 gpm 1.5 Us Hole spacing 59 d in 1 149.9 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in/25 mm Plac 'X" one choice 1 1/4in/32 mm x box from the options 1 1/2in/40 mm X x diet, provided. 2irt/50 mm X 31n/75 mm X Manifold diameter Pipe diameter Design options Design choice Designer must 1in/25 mm — "V one choice 1 1 /002 mm x P /ac from the options 1 112in14 mm x # -- J bQx provided. 2in/50 mm x x dial, 3in135 mm x 4iN100 mm I X Distribution system contains 2 laterai(s) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by licking in one of the drawings at tight and dragging the diagram i. Laterals centered over the A & B dimension Last hole drilled next to end cap en E • All laterals are identical 1<-X -- � [ Hotel drilled on the bottom of the lateral equally spaced FQr .4 main. eQnnantign, uia tea o> crc s td mani,4Qld at 3ng point.. L atetai3 & FuF[ r trieifi GF FYC SCh 4tr • =permanent end marker (per COMM Table 84.30 -5) Inch-pound Metric Lateral length (P) 44.0 ft �L3 13.41 m Lateral spacing (S) 4 ft 1.22 m Manifold length 4 ft 1.22 m Hole diameter 0.25 in 6.35 mm Lateral diameter 1.5 in 40 mm Number of holes per pipe 10 l Project: Brett & Dawn Budrow Plan I.D. Page 4 of 10 II� CORRECTION NEEDED SEE CORRESPONDENCE Total dynamic head System head = 3.25 ft 0. 9 Vertical lift = 17.60 ft 5.36 m Are laterals the highest point in the Friction TOSS = 2.04 ft m system? Yes "X" here. L.�J Total dynamic head = 22_ 6.98 if no, what is the highest elevation Dose Volume downstream of pump? Lateral void volume = 9.3 gal 35.2 L Force main drain Minimum dose = 112.5 gal 425.9 L back to tank? ( "x" one) Drain back = 36.6 gal 138.5 L x Yes Dose volume = 149.1 gal 564.4 L No Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole cover T weather proof wlwarning label and padlock grade levels junction box — --> grade levels quick disconeet �^ alternate ;�„ vent P" electric as per NEC 300 and _. outlet Comm 16.28 WAC location 18" (46 cm) min. wall of pump approved chamber or ctutigt combination // joint tank A 1!4" wasp Grade levels alarm on hole as pump tank manhole = 4" min. above finished grade pump on B Pufflo tank nta». T-10D hua ratio aaaw+tirriahaa i " C vent - 12" min. above finished grade pump vant= 30o mnl fiffin. abava fifii3R6d WMM off elev. D - W 3 " (75 mm) of bedding under tank and anchor tank as necessary Pump tank elevation m bottom of tank Tank specifications: Weiser tion 1000/600 Rump tank = 14 gal/" EP Pump tank volume = 600 gal Ca I ies Inches Gallons__ A = 22.2 310.9 CORRECTION NEEDED Pump manufacturer: B = 2 28.0 SEE CORRESPONDENCE Pump model number: �L C = 10.7 149.1 D = 8 112.0 Project: Brett & Dawn Budrow Plan I.D. �- ' Page 5 of 10 ,- 3-M 18 B C C7 /so i I ME40 eves SEE CORRESPONDEP�CE 4110 HP Effluent and grain Water s Performance Pumps ante Curve MODEL ME40 EF'F'LLIEW PUMP CAPACITY LITERS PER M I NUT 0 0 100 ISO 200 r 5U p 350 40 ' 1a 35 30 1 25 z ti � � J 10 4 0 h 5 • 2 0 ; 010 0 lq 30 p 0 q R 1 '1'Y GALL. M I NU F.E. Myers. A Pontair Company 11o1 Myors Parkway, A 419 shland, UhIQ 448p5-1323 , 285 -1144 FAX 4 19/$89-$658 1'Qlax 98 - 7443 K3326 7/91 P41 ted IM U,S.A, `, 10 P 4 u CORRECTION NEEDLE • r SEE CCPIESPO "E,E .�- CIO T 2 t \ y G) 12e�i�len c� �a E' K I, gm 7-, Q2 T J nc.. 1 i r, fr 1t) - i .l ► IOC r� o w� 'isoMsin Department of Commerce SOIL AND SITE EVALUATIO CO��tECT10N NEEDED N r `E vision df Safety and Buildings t E C R� S P D ND E N E Page- 1 of 3� in accord with Comm 63.05, Wis. Adm. G e y Daw :tarh complete site plan on paper not less than 8 x 11 inches in size. Plan must Dude, but not limited to: vertical and horizontal reference point (11110), direction and c bunty St. Croix )rcent slope, scale or dimensions, north arrow, and location and distance to nearest road. — Paroal I,D.# PPLICANT INFORMATION - Please print all intbrmation. norW i bmwition you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)), RevlHwed By Date I 'roperty Owner Property Location — 3udr0w, Brett & Dawn Goat. Lot _ _ SW 1/4 SW t/4 S 36 T 29 N,R 18 W 'roperly Owner's Malting Address T Lot # Block # Subd. Hams; or CSM# .58 Greaton Rd _ _ g 4 Mar are[ Cave W State Zip Code PhoneNumber j City J Vffiage K� Town Nearost Road few Richmond WI 54017 246 Warren , 607h Avenue New Construction Use: Residential / Number of bedrooms 3 _ ❑f Addition to existing building _, Replacerrtant ❑ Public or sot i tercial da= tlae erode Derived daily flow 450 gpd Recommended design loading rate 1.2 .—bed, 9pd1W 1,2 trench, gpolfls lion 81`08 required 325� bed; fP 375 trench: i;? Maximum design toadng rate 1.2 bed, gpd& 1.2 111 11fich, 900F Recommended infiltration surface elevation(s) 99.50, ft (as referred to site plan benchmar Witional design / site consideration Parent material 1,oess Over glacial Outwash _ w FtQod fain elevation, if applicable Na ft =Suitable for system Conventional Mound _ In -Ground Pressure _ AT -Grade System in Fill Holding Tank i =Unsuitable for system 0!5 N D N S C:l t t 0$ M t1 1 ❑ $ N. U 0 5 Ll U ] $ U D SOIL DESCRIPTION REPORT Horizon Dept D nant Color M°tties ►ring# in, Munsell Qu. Sz. Cont. Color Texture G mature CR Consistent Boundary Roots S - — - -- 1 0 - 7 10yr3/2 - sin 2rnsbk mfr cw 2f 5 i .6 . "' 2 f•1>3 7. Syr414 - sT 2 msbk _mfr c_w If .5 6 and 3 18 -43 7.5yr5/6 Osg _ ._ -} — cw - i 7 .8 4 4348 7.Syr4/4 _ flu 'Syr:3 /6 Ifs 2fsbk mvfr ❑ cvv - 5 6 th to __w _ -4- Remarks: 1 0 - 7 -1p 10 3/2 sin 2tnsbk mfr cw 2f 5 .6 - 2 10 -32 7.5yr4/4 � -} sl 2insbk mfr cw if .5 .6 Und 3 3 2-40 7.5yr5/6 flf5yr3 /N5 sl Om rrtvfi cw . ; .4 1100,0S — th g — -- 32 - _ - -- ST Name (Please Print) Signature: Telephone No, Thomas C. Nelson 715 -246 -2454 ddress Environmental By Design Date �— - - -- CST Number Ref # 1432 120th Street, New ttichmond W1 54017 W19;99 22-739 242 • � REPOR�� 9 -- a e 2 of 3 PROPERTY OWNER M49r W SOIL DESCRIPTIO i PAitt<EL t:B: Fn nmentat B Deli Horizon Dept Dominant Color Mottles Texture Structure onsistence Boundary Roots in. Mtrnsett l tt, St Cort> Wo r G r: Sz• Sh, Bed Trench � I t br§ 1 / 2 s%1 2m sbk mf l - cw 2f S e mfr � •�` 1 9 -24 1 . 4/6 3 s1 2m O 1f Ground •5 . i lfs 2msbk mvfi - elev 3 24 -38 t ()ytr4 /b _ } - toz.z - 7 Depth to t limiting - 3J - tsctr - --------- Remarks: Grour4F - 7 �} Depth to iimkin 9 factor 3 Remarks: Ground elev Depth t ! i limiting - factor Remarks: Ground elev Depth to wiry factor Remarks: [KV1 Y 01516K r CORRECTION N1 1432 12(t` STREET, NEW RICHMOND, WISCONSIN � - 715 -246 -2454 SEE CORRESPOti, PNCE Tom Nelson Certified soil 'rester 227387 - -- Registered Sanitarian SR00713 r + $. ' D c, Wf1 Qkkro Lj a r e.r, Tow ri S h P i i aIlk iS 101, G'L ° a- aZ 100 ►05 160 °� 9 102- o SC ALE z" Tom Nelson ` nrnenoe SOIL AND SITE EVALUATION Page 1 of 3 dings in accord with Comm 83.05, Wis. Adm. Code Environmental By Design plan on paper not less than 8% x 11 inches in size. Plan must County to: vertical and horizontal reference point (BM), direction and St. Croix Af dimemsions, north arrow and location and distance to nearest road. Parcel I.D.# INFORMATION - Please pri ormation. Y provide may be used for r�r i w, s. 15.04 (1) (m)). R Date 7ji , 7 Owner , Property Location Brett & Dawn `: Govt Lot SW 1/4 SW 1/4 S 36 T 29 N,R 18 W dY Owner's Mailing Address tat # Block # Subd. Name or CSM# 158 Greaton Rd 4 Margaret Cave State Rbne fi lbet �' City ❑ VfllaQe ®Town Nearest Road ew Richmond Wl 24687 M92 Warren 60Th Avenue New Rep Construction Use: b bedr 3 Addition to existing bu lacement P i r r nbe• Code Derived daily flow 450 91) r �, I .Recommended design loading rate 1.2 bed, gpolfF 1.2 trench, 9P Absorption area required 375 bed, fF 375 trench, W Maximum design loading rate 1.2 bed, gpdNF 1.2 tr ench, gpd/fF Recommended infiltration surface elevation(s) 99.50' ft (as referred to site plan benchmar Additional design / site consideration L material Loess Over glacial outwash Flood lain elevation, if applicable Na It ble for gyg , Conventional Mound % in - Ground Pressure AT - Grads System in Fat Holding Tank itable for system ❑ S ® U ® S ❑ u ❑ S ®u ❑ S ® U ❑ S ®u ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominan Boundary t Color Mottles Structure GPD/fF B Horizon in. Munscll Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consiste Roots Bed ? Trench 1 0 -7 10yr3 /2 - sit 2msbk mfr cw 2f 5 6 2 7 -18 7.5)74/4 - sl 2msbk mfr cw if .5 .6 Ground 3 18 -43 7.5yr5/6 - s Osg mi cw - .7 .8 elev 97.49 ft 4 4348 7.5yr4/4 fl f5yr3 /6 its 2fsbk mvfr cw - .5 .6 Depth to limiting factor 43 Remarks: 2 1 0 -7 -10 10yr3 /2 - sil 2msbk mfr cw 2f .5 .6 2 10 -32 7.5yr4/4 - sl 2msbk mfr cw if .5 .6 Ground 3 3240 7.5yr5/6 flf5yr3 /6 sl Om mvfi cw - .3 .4 elev 95.92 ft Depth to limiting factor 32 L L Remarks: CST Name (Please Print) Signature : �� l -.� Telephone No. Thomas C. Nelson �--_ 715- 246 -2454 Address Environmental By Design= "/" " CST Number Ref # 1432 120th Street, New Richmond, Wl 54017 227387 242 1 Bon & Dawn SOIL DESCRIPTION REPORT 242 Page 2 of 3 Environmental By E)esi pth Dominant Color Mottles Texture Structure � onsistence l Boundary Roots GPD/ftz in. Munsetl exure Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ! Trench 0 -4 10yr4/2 - SH 2msbk mfr cw 2f .5 .6 Z 9 -24 10yr4 /6 - sl 2msbk mfr cw if .5 .6 3 2438 10yr4 /6 - Ifs 2msbk 5 6 9914 ft Depth to limiting factor a38 Remarks: Ground elev Depth to limiting factor I Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: M L 5Y 0[50'6N 1 1432 120"' STREET, NEW RICHMOND, WJSCON314 715-246-2454 Toni Nelson Certifiod Soil Teste- 22"1387 - -- Registered Sanitarian SROO; 3 Ae o 93 O rN c__ SCALE 1" = 3 0 Tom Nelson BML�p 0 13M 2 — ___Z_ lo p J/ TOTAL 14EAD N FUT NA it vNo Pic 4" woo t YOVAL WAD #4 MEM . i i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ` OWNERSHIP CER'T'IFICATION FORM Owner /Buyer Mailing Address �� reap or, �cQ • c.�� I ,'cl� �-, ©,-mod 7 Property Address 6 0 (Verification required from Planning Department for new construction) ' City /Stale Parcel Identification Number D ya " /O a - 5 0 'V OO LEGAL DESCRIP'T'ION Property Locations W '/,, .5 h/ ' /,, Sec. J(o T c 9 N -R 4 W, Town of Wa rren Subdivision , Lot # y Certified Survey Map # .5 a 7 a 9 , Volume / -Z , Page # 330 3 . Warranty Deets # Jr" �� # , Volume /a 79 , Page # 3 Spec Douse ❑ yes jX no Lot lines identifiable q yes El no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. 1be property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, jourueynrnn phunber, restricted plumber or a licensed pumper verifying that (l) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, (lie undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year ex 'ration date. 0 7 / Z7/ 99 SIGNATURE OF APPLICANT DATE OWAi R 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 the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. 251 t Sau - 7 / Z7 SIGNAII'URE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Inct+rde 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 Wisconsin Department of Industry SOIL A EVALUATION / 3 Labor and Human Relations � L Page of Division of Safety and Buildings in acq fJTC1ar1Q�..5 , I Lh 83.09, Wis. J Attach complete site plan on paper not less than 8 1/2 x 1 fiches in si t County Include, but not limited to: vertical and horizontal referen point (BM), diaO ST C1P�� X percent slope, scale or dimensions, north arrow, and foe Ion and d a to nearest road.`; Parcel I.D. # COW4R, �¢(, 1997 L� .5 oy2- APPLICANT INFORMATION - Please print all lnformat T Reviewed by Date Personal information you provide may be used for secondary purposes (Prlvac >"QIt (WM))r �'�' Property Owner Prop cation ; / q GbrtrL�ot �� 1/4 50) 1/4,S 3t0 • T 2 / ,N,R & E (or W Property Owner's Mailing Address 1170 CiozZ� Lot # Block# Subd. Name or CSM# el wAH . SI(! y67V1305 -Tex / L 1 6— city State Zip Code Phone Number Nearest Road 5 2 3 11f ) Yz - &730 ❑ City Village [Town L7 New Construction Use: U Residential / Number of bedrooms ^ 141 Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow tODD pd Recommended design loading rate bed, gpd/ft trench, gpd/fi Absorption area required 3�f - !�� bed, ft2 37s - s0 D trench, ft 2 Maximum design loading rate _bed, gpd/f1 • _ r trench, gpd/11 Recommended infiltration surface elevations) P � • 3 0 (as referred to site plan benchmark) Additional design/site considerations :5. 7,6F 44 pa ,PE S LOVE— AWAO.OT� 6Jrd -jvQ 4J/ Parent material _e wt t A 5 AN Tj Afro S6 ;/S l kL f i 7 & Flood plain elevation, if applicable ' ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System In Fill Holding Tank U = Unsuitable for system ❑ s UK E ❑ u ❑ s 9-9 ❑ s p-al ❑ s p-tr ❑ s SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD /112 In. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots U Bed ,Trench d /a 3 — IfSlk WS cs 3 . .s Ground 3 b y / L S��- Z f s h,- /w � S , S (O elegy. /00 • f 5 ft. D •S 2 Y Cf (P z f l � f Depth to limiting factor ? , 5. Remarks: Boring # &-Y2- 15 Ye 3/3 — L Z•FSk d- • CS 37' .5 • G 3 G • / yr 4� S �- /T�S�,� ,wt �/' �' . y • s Ground Q • 3 fJ / s L �fif T /C �'� ' — • y ' �s elev. IV SsS S L• S y Glly Depth to limiting 3 a or X-- in. Remarks: CST Name (Please Print) Signature Telephone No. R o G e R T` 2A LI R i "T 7iS 3 8G •�3 i S 5 Address Date CST Number lallbrldh#-6 -7 CST 4/e Privats Sewage Consultants 855 O'Neil Rd. Hudson, Wis. 54016 I ORIGIN w. PROPERTY OWNER SOIL DESCRIPTION REPORT Page C f 3 PARCEL I.D.it Boring # Horizon Depth Dominant Color Mottles Texture Structure 2 Consistence Boundary Roots ( in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench �3Y 0-16 /0 313 Ground • l� h2 ✓ /f 1*Y7 /� S elev. ft. /a S L Depth to 2's �/ f 2 S G ��f�/�T/ • / –� • S limiting 7 S YA factor F _in. S•S Remarks: Boring # Ground elev. —ft. Depth Depth to limiting factor in. -- Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots D/f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. ft. Depth to ; limiting factor In. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) I r R Top „ j- r s 1-07 Ulbricht 8 Associates Private Sewage consultants 855 O'Neil Rd. �[ Hudson, Wis. 54016 J /� U •Up S VS r 71,0-U 1ul Z1N� i�9,p/�J Z4,0 h7� �L 72, O .� , yo f"O , - 133 Gol y � i Z: his r(anoad M y�ory Ag Pal�oa0 /uawni/sul s/yl f t i a (\ . •:�' '• '.� ��� rCgdznyl •M aouaaneq cz S W �o M I x m N3unvi ago �. W o N ik NVI 0.311t/ldN/l c °O .1 AZ % \ , 1/t11 �IOI103S b/! M S -Z /IM -3N17 13St3 ° ay p h I i %44 o l`. q --,b6 W 11 000 H .� Co �►�' hQ $ (,b'Lbl `3,0 'aps /).t' •' V„ f6t- fi x: i �• o N .3 ,ocapS;l o� O oh V a M ap 3 - z� a W N t\ ck k c9 _ J to ^ O V N Q C O1-:4 ' Qi N J 2 H sc h M COIN NW I W CO I QD `� M A Q' ,f0'f4 , 3„ 6t ,Ot o 00 N M Ai cL 'mo Q a 1 ''1 2 - 'M„ OO,a I o 00 N ONI NY38 030400311 G) _ - _ � N N01103S b /IMS 3Hl - 40341 - 1 QI t� M 3 \ — 1S3M 3Hl Ol 030N343d34 SONI4V38 .�� 1 u J M) Q! �� . - 3 W £ZOVS IM slsago21 y ao J H Iis -1y a8ln00 OLII h hz %x N M o 1 soquaAaous wBilliM 0/0 �� 6 e a v` °� I 3 0, m ' T9 - O -- ig - lib 3 „6d Ot o00 N - M w 2 2 :ssa�ppd s,sauMp , OU (h a ;t I j QD p 1 �l � . ��(� ^ 1 eeoo • QI N 6 � _ Q� - ,1 � OOI � 1 ,40'166 3 „bt,OtoOON- - 'I � W ;t Q/ % 3 3 Y o J 3 ��� J �j �,pti�, 1 - �\� as a w mi / ��• O r9' O� Q0 y� ip ��\�q4• DMZ l�,Q y b T I J ��3 O NO lb j 2 H \� i T , V 0� V -- I M tn ) (, (p *j ti ° p�2 o M �'b ~ M ° w W Wa W O i �=C9TbL 3 /O LI o 00N - -- XEl 3y.. _ _ 2 - -- ./ aUW T _ Z M „00,21 0 00 N - -- (.�_O_li _ 99NOI103S b /IMS- 3NI7193M — /jjsl1S S�Ntl7 a 311 v�dNn r' ulsuoaslM `,C ;u:w� X1013 IS U;DjjuM jo umoZ `IsaM 81 a$umd `gljoN 6Z dnlsumo jL `9£ uoilaaS 3o b/I isannglnoS aql jo p/ I ;samtj)noS aqj jo Ind dVW A51AHfIS Q31AI.LH:43 ,,,' 3 a 133 4JtNlNC.Z ' '�c5' • �.1.r`3fiQ0 Xtp�01.� - r h� i' y ” ri r 03m�� r -.' U u' Il k 1 Pall ol'llle Southwest IM of the Southwest l/ ` eclinn "16 'I'uwnshil) 7w Noith, Alli,go 18 Wesl,'town or WittTCll, St. CIoix County, Wisconsin. Note! An eronlon controx pinn mast: bo nt Co tills Sk - CroLa t:ounl:p 7..oni.nr, Or rlce pr1or t.o ron"1.imel -Jon. on thene Tot ."• U /l - 1,.0 N .[%i� STREET l {VEST LINE- SIV I/4 SF_C i70N 36 (66 1V /OEJ - - --NOO° l7'00 ' {V 2r3T.74 . �$. � —= _BUZA�_'- jR-UU9.2�f - - - -- +�.. t _ I �. --- NOO°IT'6I "r 7�LfT' -- r ►'yr ` ` . ' � gyp`) �1� W �•S Z . 1 { � i ,ory tt p , 1 QL I� - - r400 ° 20'P4 6 d9T•OB' -- A`.: / ��Y b / 1 b t 'gyp (J 2 a . S U � < O ' / r "fir p p col 3 x�(raSTVo�Z,, //B q 3 zzu -9 �=11y � J W tb 2 to d 8 1 , . o J3 rE' 1 84.06 1 E 06 f '64' 184 Nno�PO 4�E elr.oi' 6c Owifer's. Actdresee ' m .. a� ' C/0 1411l.Cam Scibeyenbos k•' kilo ( , A i ar l � f fi 1170 Coulee 'Ticall u WI ;$ IRoUett s, 1 ,023 •�; �; �.� .' x'� x:� ,1 pay + ' �� _' ;••' 1 : '' {. , ; ' . � ',' ".; ' t I n hr�hli� , s3 h�rFhF,NCC�i f`d fnH WF53 ,fit 11 �� ICrt . r /�► 1lJJF -OT 111 F,9ff'Ij�U1 Sf•CTIftNJn, :r ; 1 . M 'F t;, + p + r( ' nFCORI7F0 0FAn1N(A N(x7 ^ 1$ IJO "f1,' m -- Nov ^�o'2� "I: 4a�.o�' - -- ` •� �' ,. _ .. ., ;1• `1 itn n- O a c� C I ` n . a ,1 1 °- �` � � a� :• S72 ,3 04� F., 1.,�9,3T v ti b,� �n 1 y Ctli t �r , 4? 20 ' E, I4T.4) r2 y to 330.94 -- (A46 I L1Nt- IV1 /2 - -� � a I�-X •� 1 S{V I/4 SEcr/0g r � ,' o a a U_N_PLAT TE. D L nN �'�i '' a 4 a W tip` J� ••• �w� t o `M in so M • ).ra Le t'' tinrch 22, 1997 L1ut:euce hf: Murphy 'J , Re -3 P -l:9it T,r�u(1 Surveyor r ( A) I �'4 tievt4d thLrt 2nd' (lay ot. tall ►� Jul.Yi 1997.i This in0rumenl' arofleh.by Mark W. Peavey SHEET OF B V 17 1 3303 - i N r 1 d i MARGARET CAVE, eml, fall oflhe Sollillwest 1/4 ofthe Sout(west im of.` ectim, 3<,,'rowlisilip 79 Holltl, Range 18 West, Town of Warret►, St.. C'loix County, Wisconsin. 1)csctit)(itill: '111,11 ceitnin palc.el of l,1nd localed in the Sollilmes1 1/1) ofthe Sonlhtvesl I/4 of Sect'►on 36, Township 29 Norlh, 1Lanpe 18 West, St. Croix County, Wisconsitl, mare (idly described as 1i)Ilocvs; Ileginning at Ilse Southwest corner or said Section 36, thence H 00'12.' 00 "W (assumed beating on the Nest line ofsaid Soulhwes) IM of Iho Sol IIIlwesl 114), n Ili slnnce of ttt17.89' (recorded na 809.7') along said West line; thence S 58" Iti'00" l.: 420.21'(ICcoided as S 58 "09' F 421.7.'); 111aure S 70')8'15" 1 1 18.83'(recoided as S 70'2V L 1 1 theltcc S RT3, S3" Ul 19 +060ecoided ns N' 91'30' 1 181.3'); 111cnce S 74 "27'40" l 792AT(recorded ns S 741,111292.2') 292.2'); Ihccice S 88 "47'09" E, 278.61'(lecoided as S 813"4G'.1 279.3'); Ihence S 42 734'42" $ 159.37' (lecolded ns S 42 117.4') to the East line of file West 112 of the Southwest 114; thence, along snid 1?ast littr.,S 00 "1 P 2"3" 1?., 330.94' to the South line of the Southwest 1/4 ; Iherlce, nloog said South fine, P1 89'51'20" W 13113.39' to file poitll of 1w innillh, conlnining 16.447 noes or 716,424 scl, 11., being subject to tipills -of' -wily 1br 14001 Street and Goth /Avenue ns shown oil t1113 11111) and ally ofhCr Cascilletlis Uf record. Stale of Wisconsin) County or.1lictcc) 1, I ,nil e►lee W. Mul phy, Registered Larld Surveyor, cto hcl cby cct tify flint by ditec.tiotr or the Owner, Marf,alet Cave, O'll, 1 have surveyed and divided the lands shown hereon in nccoldnnce with official records, Chapter 236.34 of the Wiscon§ili Statutes nild the Oldinat►ce, ol'St. C'loix C'olnlly and that this snap and desciiptimi ale n true and correct representation thereof. Nole..: F,ach p1, 1CA shown on this ill ,1p is subject to State, ('uunly nucl'1'olVllsllili lacVS, rules nod lei,ltlntions (i.C. well ,1ndS, 111illinitlill 161, SiZe, access to pnicel, cic.). lZefore purchnsing or developing any tinted cotltnet the St. Croix County lolling Office and the al)propl iate 'town Boar d for advice. I)aCncl : tiny 22, 1.997 A\ \SG01V8 "Itr+vit:r?rl t_hls 211d <Iny or July, 1097. ,.� )> i . 1At1117�c':� t,t r W Mt, rf fy G -' • o 13 = �. ft sr. Q AND ,ties 1►ttW'%1, l,anr _nce'l�. Murphy . Itegl.ster.ed Land Surveyor Vol. 12 Page 3303 This Insfrument Drafted by Mark II/. Peavey SHEET 2 OF 2 l ,I t: A l,-IARGn,REA' CAVE, efol. 1'111. of the Soullswest 1/4 of the SotillnVest I/4 c)f .`:cellos) 36, '1 o vnsltili 2,9 Ntoth, lutige 18 Wesl, '.1'own of Worrell St.. C't six c . Comity Wiscrnlsin. )escr il)tion; '111,11 cerl.nin parcel or' land located its Ilse Sci+Nlscvesi 1/4 of ilte Southwest IM of Section :16, Townshil) 29 Hill Ill, LCnnhe 18 WC51, St. Croix Coctuty, NViscollsin, mote litlly desel Hied As Iullows; flegim)ing at the Sc+tt Ill wesl corner of said Seclimi - 16, 1lscttce N 00' 12' 00 "NV (nssuttted pent itig on Ilse West lisle of said Sc+ctll►wcsl 1 /4 of llw Sc)IIthwccl 1/4), m distance oi'R07.99' (recorded ns 809.2') alolig said West litre; thence S 58" 10 El' 420.)1 as S 58 ^ 09' I; 4"7.1. "l.'); 1ltence S 7(1 "'LS'I �" t; 1 18.R3'(recorded as S 70^22'E' 1 (hence S 91 3" 1; 1 9+06'0ccorded ns S SCI'_ Y 1 1811'); thence S 7407'40" U 292AT(recorded ns S 74 "1,1' E 292.2'); (hence S 138 "47'09" E, 278.01'(tecoided as S 88'46'J - ; 279.3'); thence S 12 734'42" E 159.37' (tecotded ns S 42 '20' E 1 to the i mA lime of the west U), of"ihe So11thwest 114; thence, along said Fast firth 001 V 23" U, 330.94' to Ilic South line of the Southwest 1/4 ; thence, n1ooY said South line, N 99 *5 V)0" W 1318,39' to the point of be inninlr„ conlnissing 16.4 noes or 716,424 sd. 11,, being subject to sif h(s - hf wsty for 1 40111 Sticet mitt Will /Avenue as shown cat this 11111) and any olhcr casensenls of record. State or Wisconsin) County of l'ietce) 1, (.nntence W. Murphy, 1krpistered Land Surveyor, cio hereby ccllify Ihnt by ditection of the Owner, Ma►I,ISet, Cave, ViIi, i have surveyed and divided (lie Innds shown hereon in nccotdance with official records, Chri tler 7.36.3 of the NViscon §iti Statutes and the 01dinlnce, of' St. ('soix (AmIlly send that. this ntnp and descliption me a tttte and correct representation thereof. Nolve I ;nVII parcel shown on this 11111) is subject to State, Comely and Tow11ship lawn, Iules and regulations (i.e. Ivellands, Inininiunl (6t size, access to parcel, c1c.). Ile(i)re putchnsirsg or developing Ally pnrcel contact the 5t. Cr ix C Hint T t in Offi and the n) )ro stink Town Dowd rot advice. o Cl utility v1 gU1T e 11 i � 1)at:nd : tiny 22, 1.997. ��,� \\5G 0/1/S "lInvisod t:hia 7wl clay of. Jnly, 1497.1 fit W MI, MY fvl_n t q L :i ,�t WISC:. LANO l,ntu _ncc'ti. Murphy Ret;t.st -red Land Surveyor Vol.12 Pacle 3303 This Instrument Vrdffed by Mark W. Peavey SHEET 2 OF 2 .I UL -2 ( -yy 'I'L'L 10:33 RM NORTHLAND INS, C(i MX NO, 6b l 688 46b(f -, U2 SQL 1! 04U -).'j � W,%RRit NT' Y UF:F1) r Retu,n Agdress NOV 2 4 1391 t 8:00 A; 4. t,bt 7'kl6 �._�, of Coed Parcel 1 l). Nurirher: C) ya / qa a E i' John T. Snocycnhos and Arlene M. Snoeyenbos, husband and wife, Lester W. inoeyenbos, Jr,, and Judith G. Snoeyenbos, husband and wife, and William S. Cave and Margaret Ann Cave, husband and e►ife, conveys and warrants to Brett R. Budrow and Dawn C. Rudrow, husband and wife, the follov,irto ,•. described real estate in St. Cr��;x County, Stale of Wis consin; 'That part of ti '1i4 SWI /4. Sic. 36 1'29N Rl8W*desribed as follows; l,ot 4 of Certified ,Survey IN'llp recorc!.uI in Vol, 12 of Certified Survey Maps, page 3303. as Doc. No. 562729, Sf. Croix County Wisconsin. i TRANSFER This is not ho'nieswatd propcny. �,+ - °- FEE - - - Exc•,htion to wiiranties: Iaiernents, restrictions and rights -of -way of record, if any. ; iaatc,l thii. f d:ir o A U!!LUt, 1991. ze 7-z ( S E V'-11 - - " r it T. Snoeyci►bos Arlene Vii. 5noeyenbos �...(SL.rAI.) (SE .M. �'�''�1/ s��._rAI. l `fester W. Snoeyellbos Y � Juditlti G. �noc etiUus � .. �j lS' ....,�.,(wl:A[.)':' �' � = - -- `fiY, .._(SEA[.) � William S. C:;�C ~_ ^ Margaret Ann Cave AUTKENTICAT10" i`' Signature(s) John T Snoeyenbi,a and Arlene M. " r i Snoeyenbos, husband and wife, Lestcr` W. Snoeyeabos, Jr., and Judith G. Snoeyenbos, husband and wife, and . William S. Cave and ;Wrrgaret Ann` Cave; husband and wife authenticated this �'Z } 2 ,day of Aug,usL Y. 1997, Kristiriu Oglwid TITLE: MEMBER STATE BAR OF WISCONSIN THIS INS i'RUMENI' W DRAFT B Y: {Ationiq Krishna ()gland IlUdg0n, WI, 54Q16 ...............................