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042-1085-70-040
0 7 j / 2; iC k � § m■ T F z ° ` i % ° ° 0 /$ o o\ \ d 2 0 , e { OD o 0 -4 \ e g § E % 8 Q 3 E E ®j o 2 � r § � a > E % m � E g e �, m2E a)\ § g 2 ) §. 0 ® 0 \ 2 & \ / § § § n r ■ m ■ o � � + cn I ic k � k M -0 K �- _ 2 k k 0 z % > CD of � =r ; fu . \; . $ § - _ g $ I [ . - E Z, \ \ ° k O c 3 CD \ z CD } 0 ■ : / ] e CL § z F \ / 2 / z k m I /22\GaE§f ± o0�mm - � °cnR o =I =+E / » § o�rlo�m_ =Qo ),c= �.x, <� -n � - R2J mo . k ,o 0- < 2&J» %a;)/ G x o o e CL 7 a a, , ) w r ` ) § } - � CD m = 6 # « -- o CD 0 C /) ; fm r` \d k)� �� CD ®& f E a 7 3 CL $ 2 {� / u CD \ aCD � 2 � 7 a \ ƒ 2 k ■OJ.�eII��li�pA�Y mom ��i�011 16�Q�� '�1 ° 1 SIMON K oil & : I MOM loll cr HIM 11 11111 1111111111101 Q CD CL ni 0 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 515297 0 GENERAL INFORMATION State Plan ID No: Z' 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: Lodge, Daniel & Maureen I Warren, Town of 042 - 1085 -70 -040 CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range/Map No: 10 0 . 0 ! 00. o ��/(' / 31.29.18.479B24 TANK INFORMATION ELEVATION DATA d .9 lo b I DO. O TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic S _ Benchmark IA Dosing � � Alt. BM — 0 — 7 69 � / D Aeration Bldg. Sewer 6 C � PVL Holding ` St/Ht In t / l TANK SETBACK INFORMATION St/Ht Outlet TANK TO tir /L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f Dt Bottom Dosing I Header /Man. Aeration L Dist. Pipe io Holding Bot. System / 2• awl •� 4 ('� rtL ,(.L.( Final Grade J r PUMP /SIPHON INFORMATION Vn Manufacturer S St Cover / - 1 Model Number ,,/ Vb� - Vi' !V ��o � { "`tv�LUr C.owtt'ovr l P 4 TDH Lift — Friction Los System ead %'f .3 3` 4, L. - P 6.2 Forcemain nth' Dia. Z Dist. SOIL ABSORPTION SYSTEM $, l 17 . t d- (, Z 3. Z Y. 5 BED/TRENCH Width r Length JN . Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS -T / SETBACK SYSTEM TO / P/L BLDG WELL LA REAM A ING Manufacturer: ystem INFORMATION Type f : CH R OR Ip/ ' 7 tot)' "j" �� �� f UNI Model Number: DISTRIBUWN SYSTEM � Headef/Manifol4Y IDistribution x Hole Size I x Hole Spacing Ve& to it In UE tj Pipe(s) Len Length th Dia G�` �1 — L 7 g d Dia Spacing Z )WAL SOIL COVER x Pressure Systems Only x M uno d 6r At Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bedrrrench Center Bed/Trench Edges Topsoil % Yes No t Yes No COMMENTS: (Include code discrepencies, ersons resent, etc. Inspection #1: /� U / l / �r7 Ins ection # / / / P P ) P �_ P -- Location: 636 100th Street Roberts,Wl 54023 (NE 1/4 SE 1/4 31 T29N R1 8W) NA Lot 6 G�^� Parcel No: 3 .29� 18.4 791 4� 1.) Alt BM Description = 70 j C C`Yt �' f�L'r t LGf �Ur% IdIc U 2.) Bldg sewer length =� ryV:- 5(N y�- PIQ J d �L - amount of cover j Plan revision Required? Yes W Use other side for additional information. -6710 (R.3/97) Date Insepctor's Signature Cert. No. 4� z &(T7?-� W190V Safety and Buildings Division County t 201 W. Washington Ave., P.O. 7162 t h ; 79 n * sin Madison, W 15371P A I itary Permit Number to be filled in by Co.) 'Mi eNnrr� roe - = �„.,,,, fate Transaction Numb r Sanitary Permit Application 3 In accordance with S. Comm. 83.21(2), Wis. Adm. Code, is Appl cathon forms for sta e- own H are Project ddreas (if diffe tna ►ling address) unit is required prior to obtaining a sanitary perm Note: submitted to the Department of Commerce. Personal information you P Al uses in accordance with the Privac Law, s. 15. l m , Stgts. I. A 1leation Information - Please Print All Iaf ! tion Property Owner's Name ' t 0 !J ropetty Location / property Owner's Mailing Address 1_ ST CROIX COUNTY C • 17 2 0 D r N G& ZONING OFFICE ovt. Lot �� Zip Code _ /Y .,'�. Section City, State J �!/�j circle o ,,� t _ Z �� R � E � Lot ft . Type Building (C _ Ck all-that apply) Subdivision Name r 2 Family Dwelling - Number of Bedr oo L Bloc M k Q1 �.w _ — ❑ Public/Commercial - Describe Use ❑ City of .�— CSM Number ❑ Village of — ❑ State owned - Describe Used/ Z S . s - 75 Town of - - $ x 7S III. Type of Permit: (Check only one box on line A. Complete fine B if applicabl El List Modification to Existing System explain) A ew System El Replacement System ❑ Treatment/Holding Tank Replacement Only List Previous Permit Number and Date Issued / to B. ❑Permit Renewal ❑ ❑ Permit Transfer New Permit Revision ❑ Change of Plumber Owner Before Expiration IV. T e of POWTS S stem/Com onent/Device: Check all that a 1 ❑ - Pressurized In - Ground Pressurized In - Ground ❑ At - ? 24 in. of suitable soil El Mound < 24 in. of suitable soil Non Pretreatment Device (explain) ' ❑ ❑ Holding Tank ❑ Other Dispersal Component (explain) , V. Dis rsal/Treatment Area Information: Dispersal Area ? (sf) System Elevation Design Flow (gpd) Design Soil Appiicati n Rate(gpdsf) Dispersal Area Required (sf) P -T e , Capacity in Total # of Manufacturer Gallons Gallons Units VI. Tank Info U / n � New Tanks Existing Tanks `_ / Ke �. — t U °) v"i 4X En u- C7 a ___ _ _ f^' ���FFEJJJ tiv - -- - ys Septic or Halditig Tank v Dosing Chamber VII. Responsibility Statement - L the undersigned, ass esponsibility for installation of the POWTS jvl s p h �MPRS Numberr B pla iriess Phone Number Plumber's Name Plumb gnature !/ (Print) '7 Z_ � nj7 � k_ Plumber's Address (Street, City, State, Zip Cod / I ') VIII oun /De artment Use Only ssuing Age Si urc Permit Fee Date ssued Approved ❑ Disapproved $ � 2 -7 ❑ Owner Given Reason for Denial IX. Conditi "Sqw , wwasons for Disapproval I Septic tank,.efflUlnt filter and J , t v j 1�L.•`S �a dispersal cell must all b"AMI of I malntairted as per management plan provided by plumber. Z„ Alf sotback msquiremtents must be msintairtad Attach to complete plans for the system and submit to t uiCo aty only on paper not less th s 1121 11 Inches In size W� S`2� ✓� (Y- b.,2 -�( / 0, ()04 SBD -6398 (R. 03/07) Valid tltru 01 /09 � � 360 C� � PLOT PLAN PROJECT Daniel Lodae ADDRESS 2010 O Niel Rd Suite 1 Hudson Wi 54016 NE 1/4 SE 1/4S 31 /T 29 N/R 18 W TOWN Warren COUNTY ST. CROIX SYSTEM ELEVATION 98.8' BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND )00( SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. To of 1" pipe ASSUME ELEVATION 100 Filter BEST GF10 -8 ❑ BOREHOLE O WELL *H.R.P. SameasBenchmark 100th ST. 228' Lot Line Scale =1 /4" = 10' Tank is to be properly bedded and provided with lockdown covers with approved warning labels 529' Property Line 250' Grading is to be done to divert run -off away a from system B-2 •�, B.M.* 997.8' B - 1 B r 4% Slope Area 1 Nell is b meet all i S to remain NR setbacks Itu Huffcutt Combo Bedroom Hous e Tank 493' Property Line CL 867' Property Line 0 r JUL -16 -2010 12:35 From:RESOURCE LOGISTICS 715 +381 +9706 To:3864686 Pa9e:1 - fov,)15 00 - 0 p ro cost k v bA)f y l ip pole QaF ?OD Delve JUL -16 -2010 13:25 From:RESOURCE LOGISTICS 715 +381 +9706 To:3864686 Pa9e:2 /2 Jul -16 -2010 12:20 PM St, Croix County Plan /Zoning 715- 386 -4686 2/3 0 X CO UNTY 16 4 EROSION tit SEDIMENT CONTROL Sttdr 100WOn: 636 1 0# * Street, rot 6 of CSM #863944, Town of Womn Owner(x): Daniel A Mauteex Lodge Larr;a1A .VU&J8.� 9Bz Code Adrnirus y r gb„g6� Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance". Land &&A= Wisconsin VulfiOrm. Dwelling Code Comm. 21.125 requires the building permit a pplicant r+la nnV and/or landowner to follow erosion control procedures and maintain them until the site bas ms- 304674 been stabilized. (UDC Comm 21: www.commarecstate :Real pmPo w The Owner of the above parcel is responsible for notification of all contractors performing 7iWU 4677 construction activities on this site that an Erosion & Sediment Control Plan is in effect and the fbilowing activities will be required in order to maintain compliance with the plan: xang e I. Maintain existing vegetation wherever possible to mlalmi2a erosion and sediment movement. The primary source for construction site runoffwill be the house foundation and driveway excavation, well drilling, and soil stockpiled u»til final grading and stabilization is complete. Septic Vstem installation adds to temporary dishubance, but establishing cover on exposed soils will prevent erasion, Apply seed and mulch as recommended in #S below. Surface drainage is toward an unnamed pond greater than 500' from the proposed construction site. 2. Install construction eotrance before any excavation beginsll Construction equipment and vehicles must utilize a sInbilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted =' conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into r . }, surfstee'water conveyances. Create temporary diversions graded ALONG t:ONTQdIR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's propeny. (A speoifioation sheet for temporary diversions is available from county). 4. If contaminated runoff cannot be eontainad with temporary diversions, iausWation of approved Sediment control products (straw wattles, silt fbnc% etc.) as shown oa the proposed site plats will be required. The POWTS inspector and/or building inspector will evaluate ESC plan effectiveness and recommend additional action required to comply with applicable regulatdona. Control measures should be Installed prior to mound plowing or POWTS excavation activities. �l dr ST-CRUX CdiW&00VORNMENr'CEMMY r t0r c matrma>LAtwn. S40ra6 lr�3864�B6a >�c �oaara�et� JUL -16 -2010 13:25 From:RESOURCE LOGISTICS 715 +381 +9706 To:3864686 Paae:1 /2 Jul-16-2010 12:20 PM St. Croix County Plan /Zoning 715- 386 -4686 3/3 i Page Two —NSC plan Ac�nowledgement Form S. stfilike exposed sails (septic system Included) with seed and mulch immediately after installation wait fbr final istabilization and/or landscaping of entire site to establish permanent cover on disturbed When late season weather conditions will not permit aced germination, a heavy straw mulch cover will p t erosion until vegamtion can be established. Erosion control matting can be applied any time of year an , tailed properly, will provide protection of exposed soils even if seed germination is delayed. 6. 61 11$ subject to Shoreiand overlty zoning disWet ordinance restrictions. Filling a nd grading mo 10p000 kq. ft. within 1000 ft. of the pond requires a special exception permit per Section The owner of ' ord during site construction will be responsible for compliance with state and county code requirements ecified id this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding emai +& sediment control product Installation. )PLAN PR>r,P SY: PAAELA QUINN, SOIL EROSION INSPECTOR #665054 ` or acknowledgM re uiremen • lease sign and return original ESC form to PIannin Zoning Dept, A copy is attached to the owner's permit and aintenance agreement, which is given to the plumber at time of permit issuance.) vide copies for excavation contractor, plumber, and town building inspector as needed. r L 5rCA 01X C0L N1Y 0 ! 101 CAMCNA& 14UMMA W1 54018 715%9884688FAX www .ca.s�u�urceoixann.us w C ST@ CROIX PLANNING & ZONING EROSION & SEDIMENT CONTROL PLAN Site location: 636100`" Street, Lot 6 of CSM #863944, Town of Warren Owner(s): Daniel & Maureen Lodge Parcel ID #31.29.18.479B24 Code A&ninist 715 - 386 -4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance ". Land Informad Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit applicant Planning and /or landowner to follow erosion control procedures and maintain them until the site has 715 - 386 -4674 been stabilized. (UDC Comm 21: www. commerce. state. wi .us /SB /SB- DivCodesListing.htmi) Real Property The Owner of the above parcel is responsible for notification of all contractors performing 715- 386 -4677 construction activities on this site that an Erosion & Sediment Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: Recycling 715 -386 -4 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house Y foundation and driveway excavation, well drilling, and soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Surface drainage is toward an unnamed pond greater than 500' from the proposed construction site. 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into surface water conveyances. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. (A specification sheet for temporary diversions is available from county). 4. If contaminated runoff cannot be contained with temporary diversions, installation of approved sediment control products (straw wattles, silt fence, etc.) as shown on the proposed site plan will be required. The POWTS inspector and/or building inspector will evaluate ESC plan effectiveness and recommend additional action required to comply with applicable regulations. Control measures should be installed prior to mound plowing or POWTS excavation activities. Sr CRO1X COUNTY GOVERNMENT CENTER 110 1 CARM/CHAEL ROAD, HUDSON, W/ 54016 715386 FAx PZPCO. SAINT- CROIX. W1. US W W W. C O.SAI NT-C ROIX. W I. US i Page Two — ESC Plan Acknowledgement Form 5. S , bilize exposed soils (septic system included) with seed and mulch immediately after installation - DO T wait for final stabilization and/or landscaping of entire site to establish permanent cover on disturbed eas. When late- season weather conditions will not permit seed germination, a heavy straw mulch cover will p nt erosion until vegetation can be established. Erosion control matting can be applied any time of year and, stalled properly, will provide protection of exposed soils even if seed germination is delayed. 6. Th' el is subject to Shoreland overlay zoning district ordinance restrictions. Filling and grading mo n 10,000 sq. ft. within 1000 ft. of the pond requires a special exception permit per Section 17.2 )(d). The owner of ord during site construction will be responsible for compliance with state and county code requirements a ecified in this Erosion & Sediment Control Plan. Please feel free to contact me with questions regarding erosi & sediment control product installation. PLAN PREP < D BY: PAMELA QUINN, SOIL EROSION INSPECTOR #665054 er acknowledgement of ESC Plan requirements: - 7 / /& /2010 lease sign and return original ESC form to Planning & Zoning Dept. A copy is attached to the owner's permit and aintenance agreement, which is given to the plumber at time of permit issuance.) vide copies for excavation contractor, plumber, and town building inspector as needed. wrvr+a gem ,,,wa,caw..riv . erzmnenwn.,�.rnnowarxw aY.<emmx4r. •:. ST,CROIX COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON, W/ 54016 7153864686 FAX PZ@CO.SAINT-CROIX.WI.US WWWCO.SAINT -CROM WI.US SIX CO U N TY .0 P LANNING & Z ONING u:wu+axuu.rmmcs ,,.�.. EROSION & SEDIMENT CONTROL PLAN � Site location: 636100` h Street, Lot 6 of CSM #863944, Town of Warren Owner(s): Daniel & Maureen Lodge Parcel ID #31.29.18.479B24 Code Administ 715- 386 -4680 Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance ". Land Informatio Wisconsin Uniform Dwelling Code Comm. 21.125 requires the building permit applicant Planning and /or landowner to follow erosion control procedures and maintain them until the site has 715 - 386 - 4674 been stabilized. (UDC Comm 21: www. commerce. state. wi .us /SB /SB DivCodesListing.htmi) Real Property The Owner of the above parcel is responsible for notification of all contractors performing 715 386 - 4677 construction activities on this site that an Erosion & Sediment Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: Recycling 715 -386- 1. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. The primary source for construction site runoff will be the house foundation and driveway excavation, well drilling, and soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Surface drainage is toward an unnamed pond greater than 500' from the proposed construction site. 2. Install construction entrance before any excavation begins!! Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that require access to the property during construction. Avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and /or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 3. Do not allow contaminated runoff to be directed onto neighboring property or into surface water conveyances. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. (A specification sheet for temporary diversions is available from county). 4. If contaminated runoff cannot be contained with temporary diversions, installation of approved sediment control products (straw wattles, silt fence, etc.) as shown on the proposed site plan will be required. The POWTS inspector and /or building inspector will evaluate ESC plan effectiveness and recommend additional action required to comply with applicable regulations. Control measures should be installed prior to mound plowing or POWTS excavation activities. ST. CRo /X COUNTY GOVERNMENT CENTER 1 10 1 CARM/CHAEL ROAD HUDSON, Wi 54016 715386 -4686 FAx PZPCO. SAINT-CROIX. W/. US W W W . C O. SAI NT-C R01X. W I. U S w w a, • '� y r �' � J� , r p pp 2 k A l ti 1 t • 1 • °l ��•� i 1 C5 . �ji *t ff '7 AV A l • � `j t �,� l tit y � r $, � , p. r \ i , t r � , � y ,1 .. 44 • , JS,. � , ! r Vie. E l 3.f � • ! � �� <...:; • '�� ,per' it a J.�. r , wf Y L • 1:. IIIIiI IIII�' '''141111111!! 11111111111111 1111 * 8 1 9 4 4 2 863944 KATHLEEN H. WALSH REGISTER OF DEEDS CERTIFIED SURVEY MAP RECEIVED LOCATED IN PART OF THE SE1 /4 OF THE NE1 /4 AND IN PART 11/12/2007 08:OOAM OF THE NE1 /4 OF THE SE1 /4 OF SECTION 31, T29N, R18W, CERTIFIED SURVEY MAP TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN; BEING VOL: 23 PAGE: 5475 LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME REC FEE: 13.00 LEGEND 22 PAGE 5349 COPY FEE: 3.00 ALUMINUM COUNTY SECTION PAGES: 2 CORNER MONUMENT FOUND OWNER SURVEYOR KURT AND ELIZABETH EDWIN C FLANUM NE CORNER • 1" O.D. IRON PIPE FOUND CHRISTENSEN NORTHLAND SURVEYING, INC. 847 WYLDWOOD LANE P.O. BOX 14 SECTION 31 1 5116" O.D. IRON PIPE FOUND HUDSON, WI 54016 ROBERTS, WI 54023 G 2 94 _ 4 � -- 1s vE �dUE 1179 °2 "E� EME O ■ 3/4' IRON REBAR FOUND ° 6g TH_ 332•g s6 jp SEE ° I w w 1 V11 p0 � � I- U) O 3/4" X 18" IRON REBAR SET WEIGHING 7S 9 2g2 N1 O °30'39 "W o O 1.50 LBS. PER LINEAR FOOT G 3 42' 879 21" 1332. 50.OP 83.00' '� 000 p w u H GZ o) N79p9 Z m\ �- :Q��Qr�� b z 5y16 1� g55�aoQPOOP��c . • ' 'o LOT 3 SHED (�l I Wo - o 5 / 2.42 ACRES INP. R/W ul O W ^ W LOT 4 105,260 SQ. FT. N O M ¢ (S00 °09'51 "W 266 53') b SOO ° 10'08 ' 2.45 ACRES INC. R/W� a 06 GARAGE \ O to cn p 266.28, 0 HOUSE ` C d' Z U N 10,587 SQ. FT. - 3'� O r x (N89 °25'26'911) N 2.17 ACRES EXC. R/W OO 6 3• y9 m Q — Z L�i cc N89 ° 25'09 "W 2.P4 ACRES EXC. R/W 94,332 SQ. FT: O 2 °o 'f g rn m U 12.32' 9 ,755 SQ. I-7. Z Q) SHED y 'I `? o , 8a 5 �rn E1/4 CORNER 252• ° c c) SECTION 31 N apo ° 3p1 3a x177°35'35, E 554. y 12 5 $3 7 °W Z LOT 5 PEOPOSED EXISTING DRIVE DRIVE pj M 10.80 ACRES INC. R/W 6s JOINT DRIVE ^ I I EASEMENT DETAIL vul t I co FT 470,279 SQ. . O 6 I � _ NOT TO SCALE a ' I CS � � I QI I o N 0 10.29 ACRES EXC. R/W / 7 pF -WAP \\ w ` '�}. a co o \ `� 1 1 1 r I j 48,282 SQ. FT. RIGH ,, _z . b) n N I o N \ \a`SV o� /� I 41 � i J N V 3' Q� O �` S�� ' i 50'S BACK ; U: I - c') r QI EDWIN FLANUM U) : w N — — ��I o _ S -2487 : N o AMERY, o ° O - - - -- CO e -' :� �� o -' � d yO '� m Z p WI pl � �I rn \QV�v�i \\ ° 33.00' \ \n o f O I ! ar ► 867.71' Z W I ❑ p ��I (w 1h � I $•18g °23 50� „_i "`_ 1`� / VII �I C m =I I I - in v b - AgOT 6 < Zr� V.' c F� C ' I i PROPOSE CI �I ( I ap N 12 ACRES IN f�/W °fig DRIVE �� ,�c� I p C° LO 440,��8 FT. r v33.00' ��V t1 0 @ N ih 9.9RES EXC. R/W S89 °34'10 "E 529.49' - -- - I m I 1 431,732 SQ. FT." _ (1189 °43'04 "E) w �I v 0) I n �%� *' t 5 /16" O.D. IRON PIPE w L j M (0 FOUND I -- 1(� M FEET FROM FOUND REBAR f - ,50' BUFFER FROM WETLAND 02 L ° FRINGE BOUNDARY - - ��� �I O �— - - - - - ��7 I� OL c Z d04 �o�DUVIJo UH W _��_q I F- - - - - - -- cm I N W o' PER.ST. CROIX COUNTY W °o --------------- ° ) ZONING ALL LOTS ARE N ? I C) M SUBJECT TO SHORELAND O L5�4 z W ZONIN3. CONTACT THE •' t 5/16'0 IRON PIPE ' 33' N ZONING OFFICE IN O FOUND S89 °41 '17`W 3.33 N - O FEET FROM FOUND REBAR N — — — — a I REGARDS TO O I% REQUIREMENTS FOR Z (S89 °43'04'911n I g 10 a i BUILDING. N89 0"W 529.49' ”' p wt 1100 °10'22 "E Z 9 493.18' .71' S89 °32'56 "E 958.39' o SCALE IN FEET 1" = 200' SOUTH LINE OF THE NE OF THE SE1 /4 I v��15- '�44L�© dL°aID� 1100 °15 55 E 200 0 200 -- - - - - -- - -- - -- - - - -- - THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON SE CORNER JOB NO. 06 -84 DATE 08 -16 -07 DWG CSM 11 SHEET 1 OF 2 SHEETS SECTION 31 Vol. 23 Page 5475 Safety and Buildings 141 NW BARSTOW ST FL 4TH . commerce.wi.gov WAUKESHA WI 53188 -3789 : Contact Through Relay sco s i n www.commerce.vui.gov /sb/ I t i cDeparhmild of Commence vwwo.wisconsin.gov Jim Doyle, Governor Aaron Olver, Secretary July 13, 2010 CUST ID No. 226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1008 192ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/13/2012 Identification Numbers Transaction ID No. 1816332 SITE: Site ID No. 758230 Daniel Lodge Please refer to both identification cumbers, 100TH St Lot 6 above, m all correspondence with th e Town of Warren, 54023 agency- St Croix County NE1 /4, SE1 /4, S31, T29N, R18W Lot: 6, FOR: Description: Mound, 4 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1272839 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual -Version 2.0, SBD- 10706 -P (N.01 /01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (NCVOI?�and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment SpfVIrION 2.0" SBD- 10706 -P (N.01 /01). _� 77 OI L / In the event this soil absorption system or any of its component parts malfuncti so as Bate a health hazard, the property owner must follow the contingency plan as described in the approv s. In addition, the owner must comply with the operation, maintenance and monitoring duties as described i ion VIII of the mound component manual. A copy of this information must be given to the owner upon comp el of the project. All holding/treatment tanks are to comply with Comm. 84.25(7)(a). Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. SHAUN R BIRD Page 2 7/13/2010 A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101. 12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, �Q Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Julia Lewis - Osbome POWTS Reviewer 2, Integrated Services Wi �cade io" (262) 397 -6005, Fax: (608) 283 -7481 julia.lewis@wisconsin.gov Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: wwNv. commerce. wi. gov/ SB/ SB- BuildingContractorProgram.html Cover Page Shaun Bird RECEIVED Bird Plumbing Inc. JUL -1 2010 1008 192nd Ave SAFETY $ B GS New Richmond Wi 54017 715- 246 -4516 Date: 06/ 28/10 Owner:Daniel Lodge Location: N E 1 A SE1A S 31 T29 N,R18 W Lot 6 100th St. Warren System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section /Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7 - 8. MaintjCon n 9 -12. Soil J Shaun Bir Signature o�•S g License n 'P, F 0/1 j not , R�SAO G,`��cs I - PLOT PLAN PROJECT Daniel Lodae ADDRESS 2010 0 Niel Rd Suite 1 Hudson Wi 54016 NE 1/4 SE 1 /4S 31 /T 29 N/R I w Towty Warren courg ST.CROIX SYSTEM ELEVATION 98.8' BEDROOM 4 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND )00C SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. TO "p ASSUME ELEVATION 100 Filter BEST GF10 -8 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark 100th ST. 228' Lot Line Scale =1 /4" = 10' Tank is to be properly bedded and provided with lockdown covers with approved warning labels 529' Property Line 250' Grading is to be done to ` '3 divert run -off away from system _ •�, B. 98' Q 97.8' IF B -1 B-3 4% Slope Area 15' below Well is to meet all system is to remain DNR setbacks undisturbed L3__ Huffcutt Combo Pro 4 Bedroom House Tank 493' Property Line 867' Property Line Mound System Cross Section and Plan View / .7717 - Dimension Feet_ J ' A -- r: r B _ l 1 T T t r D A r i E W ! r F r r i' Z r H I - r I I a. D r J t i - K L ! r r r r r r r r r r Ir r r r �'' K l B r w e3 -- Z l L Slope Z "r Topsoil = ASTM C -33 = Clean aggregate = 4 in. sch. 40 pvc Ca Material , , P sand fill /Z to 2 /Z in. dia. 0 observation pipe Geotextile , Fabric G H F Ft D E Ft P lowe d d S urface . ac Q e. 7 t Contour Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour, Existing vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'K inch soil wire when a sample is rolled between the palms of the hands. ASTM C -33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10/07lgj Page of Pressure Lateral Layout Two Laterals — End Manifold f-- Threaded Cleanout Lateral Turn-up --10 Plug Manifold M X -- L Long Force Main Sweep 90 Bend Distribution Network S ecifications Pressure System Construction Lateral Diameter In. Manifold Diameter In. Laterals are constructed of Schedule 40. PVC Orifice Diameter S In. pipe. Orifiees are drilled perpendicular to X Orifice Spacing) a Y In. the pipe with a sharp drill bit and face down. L Lateral Length) '7 .'�, Ft. Lateral turn-ups terminate with a threaded M Manifold Length) Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter In. diameter lawn sprinkler valve box accessible Force Main Length PV Ft. from finished grade. �� /� ••••• Grade ••••••• .d; ••••••• r 6 -8 Inch Lawn �P Sprinkler Valve 2 Box ' Page of 03/05 lgj Septic -Dose Wank Cross Section And Pump Performance Specifications Tank Manufacturer Pump Manufacturer Tank Model Number laco 7 Pump Model Number Total Tank Capacity S 6 Alarm Manufacturer Max. Bury Depth Alarm Model Number D L (/ Switch Type Qeiltirtt ufacturer x- .s"T Total Dynamic Head (TDH) - Fee Number t- 1 - Elevation Head a Distal Pressure Network Loss , Minimum Pump Performance Required Force Main Loss 3, 3 C GPM @ -i a , Ft TDH Total Outlet Manhole Min. 4" Above Grade With Manhole Min. 4" Above Grade Locking Device. Inlet Manhole With Locking Device < 6" Below Grade Sealed Watertight Securely Mounted Weather -proof Junction Box - Finished Grade r Vent Min. 12" Disconnect Above Grade Means With Vent Cap >� f >/ a� , >, I,Y, /,l >,Y < 1,1 a > r •,,•,;,; ` ' ,.,. .. a;Y ii Outlet Filter —_ _,_ y --- Inlet- ----�" Inlet Baffle - - - - ,- .; >,; A Switch Settings and Capacity ity (alarm) B 2 3 '/4" Tank Volume = / `7 GPI ' >' Weep Hole Dimension : Inches 'Volume Gal. B (reserve) A : Off Elevation C Ft (dose) C / 7 y 3 Bottom {dead) D / ,3 a;. 'a D Elevation Total S a.a. > >.. Ft < < ;srr: rrvrrr> �src- c:�srrr s� r l rr rrr�.� rrs . .. .. r + <1 a rl a<r •,1+a r,s;aa 's GENERAL INSTALLATION: The septic /dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not be exceeded without prior $pproval. Manhole covers exposed to grade have an effective locking device (padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Electrical service complies with NEC 300 and Comm 16.2,1. 02/05 LJ Page of 1A I W HEAD CAPACITY CURVE TOTAL DYNAMIC HEAD /CApACITY MODELS "140/4140" PER MINUTE 3 7/0 e 114 EFFLUENT AND DEWATERING ♦ s/a Ft. Meters Col. Llrs. 14 45 _- 5 1.52 91 344 3 7/a 10 3.05 94 31a .1. - 12 11 4.57 76 tea 1 40, 40 20 6.10 ee 217 -1 1/2 - 11 1/2 NPI 3 Z 1 35 26 7.62 59 223 30 9.14 46 165 35 10.67 36 144 8 40 12.19 21 79 25 45 13.72 5 1a 12 S/E x 6— W4i yaw: 4e' 4 s /ia 15 4 Sx1a24A O 10 2 5 371 1/4 4 5/a D U.S. GALLONS 10 20 30 50 60 70 so 90 700 110 UTERS _�- !10 160 240 320 400 + 0 FLOW PER MffXE plow 1 1/2 - it 1/2 NPr 60NSULT FACTORY FOR SPECIAL APPLICATIONS Eler MW akumia for duplex Sung, are awakd* and m1Ppled wilt! la 13/32 an alarm. ' mechenicai ebmislors, for duplex gyslems. are available Wlih Or Wi hmd r alarms. CO3*d alarm sysi ms are available for 1 phase planps need in simplex ' QJJe system. Sae FM0732. — J_ slclea� • Variable level oonkd swill hm are available for oonrro t single pheas Systems. Doubb piggyback variable 1elrei floal wAshes are available for variable I" I" Wk °0nkft SELECTION GUIDE • Sealed Qwik -Box aysk ble for 0111cbor it ddWons. See FM1420- 1- Single Piggyback vari" level %g w#al t ar doutde piggyback vwW b Ieve1 ooet • Ow 13VP (WC,) special gwiMb t melt rind. swikdl. Rdw to FAiD477. • Rehr to FM0808 far 200" F. a #m. 2- MwIlmiml allemetor M.Pak 10.0072 or 10-0075. 3. See FMD712 for aomeat noW of Eletdtical AlBertlebt E-Pak. 4. Variable level cWW =ft 10-0225 used as a WnW 0*,alor, duplex (3) 140 Series - 53 lbs. 4140 Series - 73 IN, or (4) float sym n. '141114/49••• MOOHt 6 gpw pl i Ilodd no" Vdb4% WO -- �p N140 144140 115 1 Non 15A 1orl &5 E140 E4140 230 1 Nea .5 10(1115 BN140 BN4140 15 1 Na n 15.5 tort &5 8E14D 9E4'40 230 1 Nan 7.5 1er1 &5 All inshifetion of con(rols, Protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be fan wed including the most recent Nafiollai Eisclric Code (NEC) and the Occupatbnal Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety fader is eVrieered into the desip of a Zoeller - --T— __ � P ump• &a 7D P.O awl 16347 Lotwi KY &J ow 4 Ri 3q S \L�r►� � NParp: 3e�l9C,soeRen/aoad /� r' • LW*^ KY 4+7119 -19P • ' ' + Plll&'7/� LD: ( 1 rffl4 t • 1(wo) O*Puw RMV Y41W q -- - - -- FAX MM 7 +-=4 0 COPYfi0t 2001 Zoellbr Co. All fights reserved•` - -- -- — T PLAN pa ge cd 2 (J 9OVbTS C?WNER'S MANUAL 8` [NAI+�A� nOH$ ,- gY9TElK 8Pt«WptCA - pi, gdpticTankC'e4pf+� 0 Q >ttA FILE �. v $epgcTank • D 14A Owrs'r # Eta FMK NWw �•� D NA 13 NA D p� Elm 7 �— a NA tp r of 8sOPS NA Pump•TW* � ❑ NA Ullb 1� F P Tti * Mwudmw r NumbY� 1, a NA" Urn tio�fr { x i.v� ` Purnp Modal rho aeaw PAM y anrr V FOW [3 Peat Fpbsr c ta ' D wadarw meind1I a� t S= � o � u n a other. ,fie cram Montt Y WOOM*9e fate ta vt(s' D t ntiunc) (per) Q w au ing/L O At -grads w� a nd Hied Cad t� } :ao mkt- ❑ t7ri e O Otlr� Fecid 7` inandiaMOW ' wk�„AL M Emuert Pam Sho .« vsrurs ttlplod for A gq{ LE 9srvte'r Prsctee .. ldAlffr t s} (maximum 3 service E wt At feast once ovary `5 ❑ months (yj of to nic volume insp 'w °n of WKS) Wh a cornbtned siudgs and scorn aqua pKtnnp out oonts mtnie(s) �? D monttss r(s} {iyireelrnurre 3 yrra.} At least once a% s) lczspeat disp t aslllta) Ott least *rtes am I V D s} d NA cwUn siiioantfftr At isast once SNOWY � D ;) 0 HA ,moped Mo. !per ° At lest 'Orm OMY Q motate Q ye w(s) D NA Fkah ia"10b wW Pr~� At 18st once eve D S) D NA At least orx�e eveI/ o months Y octirr_ 1aAWt!E£MAtA E VWMCTn KS , se+att br. m by an indtv[dusi CWTY" Oro of P Eolb Uw ttoertses or vfftnft aid ReeMc' s POW TS f wonciar: p or broken l am • f user Pliu *W. ode s v�usl tnspscoon atom lank{) � � any bsok uD any opstaw- Tank �°` rrisasure -tare volunts of oom[� ° 1n io ottedc 00 of mint lar►alo w r iderrl�r SM The dispen� �'�1 st»rrp bay ; , .� �bV at �usn ar yrorldtftA far IN uV of GMLWt tut tats A� of the local rsB and to in tw cbservubw a �g ctlio " rrxta�S the 1mmedisfs � Or tltfff� �!� tBtdC � �, � �r°tatd'w "'ay a aid tCUC» >n aety ttinte ege�is atta�'d (V or In socard8r>a coed a Sept $ontft Opw2w. W* shd be rem �; and MY o ft Onwo of" 113, 1I�I �tive Code. ttw of p urt>p pC31ArT5 npotteltts, * mad POWTB li+t"*Or_ Tin � of `mere of .72 months or fm shat be � . e�ettt. ome'mArno +�'� st bWfvs Of of Sw A s ;AW repatsWbs Pnwkie d to ttte l)c�ai reg�utamry autho* W0111 10 dWS or Ott . :~'!"DIRT UP AIM OPERATION tr+esUnerr# tartit(s) fear dts Pte` of V are For Crew ax>sltutdion. plor to use of the Pt7tNi'S cfit�ic. *Vd �(s)- if Wh oaric+eCtbtrbocts c� thst mar a 41 de Ctrs tr,� nwd p w0for dam * servlc rr9 a ttts disp aplWaW pdor ttr uze. deteCOd h3VS me o�7rttianIs of the WOO) "10mcved by a sePU9 ;yam start up shat( not rxccur when WO'mndifions are frozen at the infiltrative sui p"- Djav power Outages pump tacks may fill above nomial highwater levels_ When power is res0red the a m*% werasW&aterwg be d9dugged lm the oeii(s; in one large lose. overloading the ae�(s3 and in the ba&W or aurfaas Mtg of effl _Ire . t to restore normal le To avoid this situation have the contents of the punk to* nurbDved b a �6PIS levels witfi'rn p corn mp � ex POWT$ Mi aerrer m gggi Da not ti ve to patio vehidee over tonics and ckpoisal calk Do not drive or park over r or odunvio disturb or compact, the arm whirr 15 feet down slope of any mound or at -garde soil absorption arses. Reducoon or er"mingoon of the 1ToI( Wng fiorn the wastewater sfttam may improve the perfomlanoe and proibng the= if tte buns condoms Pt3WT� ate cotton swabs, !'iefEiseis dente( of the til„•babyvripaa;•� s9 !foes: draper'': dam; tat; f+o aidWn diWa (SWP pWnP) water; fizrit and vegetable peeMgs: gasoline: grew hwuW W"s meat saaW nofte ioW of OWhft Producfs; pesticides; sanitary nap ans.- tampons. 'and water softener bdne. ASAN00(�I�MENT When the POVVTS faits and/or is perntantently taken out of service the follovrinq stieps slid!! tp taken to I nsure that the system is properly and fly abandoned in COMPTranc:e with ch. Comm 83.33 Wisconsin AdmrNstntl ive Code= Alf plpfng to tai ft said pits *hall be disconnected and the abandoned pipe openings sealed. • . The contents of all tanks and pits shall be removed and properly disposed of by a SeptagB Seevidny Oppabvr. Alter pumpkig. all tanks and pig shall be excavated and removed or their covers removed and the vK)id spy filed with sdl, gnmel or•ar oftr inert solid m2terial. CONTINGENCY PLAN if the POWTS faits and cannot be repahvd the following measures have been, or must be taken, to provide a code compliant mphiesment cyst em: O A suitable repWaemant'area has been evaluated and may 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 ree qulred setbacks from existing and proposed structure, lot Ilnes and weft_ Failure to protect the replacement area will result in the need for a new soil and site -evaluation to establish a suitable repiacwnent area. RePlaeement systems rnust comply with the rules in effect at that time- 0 A suitable Mplaeement an sa 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. The site has not been evahsated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a' suitable replaoernent area. If no replacement area is available a holding tank may be fnstalled as a last resort to replace the tailed POWTS. Mound and at glade soti absoMtYon systems may be reconstructed in place following removal of the biomat at the InNtrative surtaw, ins of such systems m use comply with the rules in effect at that time. <MfARN1NG >? SEPTIC, PUMP AND OTHER TREATIUIENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN_ 00 NOT EiYYER A SEPTIC, PUMP OR OTHER. TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAr RESUL.`r _ , RESCUE •OF A PERSON FROM THE INTERIOR OF A TANK MAY HE DIFFICULT OR IMP.OS8MLE ADDITIONAL COMIrlIEt1ITS POWTS INSTALLER POWTS MAINTAINER Nam u ry lame •S� . Phone SEPTAGE SERVICWG OPERATOR MP LOCAL REGULATORY AUTHORITY Name d Agency ff Phone �/ J Phone 7/-1" This aoomn" tress dra®sd by trio staff aftW GOO LA&v. lYl ML -atfe and Wausha a County Zonfpq and Sanifatim agaricim This doeoenent meets -a*— ftqU&Wa0nft orae. Carron 83 _Zk2Xb)(1"8(t) and 83.sst1)• (2J 8 [3), Wisconsin Aar Inks r1tim Cads Uru of tlrls dommeat does not guacaedee He perfOrmarcoe of the POWTS_ e;,iuW t7lOt) Wisconsin Department of Commerce SOIL EVALUATION REPORT -paw of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must r `> > �` include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Z - 7b - O d Please print all information. Revi ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 16 POwner Property Location Govt. Lot 1 /4S j' 1/4 l T Z N R l E (or (W Property Owner' ailing Address L Block # Subd. Name or CSM# City State Zip Code Phone Number ,c ❑ Village Town Nearest Roa New Construction Us E esidential / Number of bedrooms Code derived design flow rate 14CL GPD ❑ Replacement ❑ Public or commercial - Describe: y - Parent material intm3t= evation if applicable ft. General comments and recommendations: System Type ;21/ J UL 15 Zaj�tem EI vation 9` 3 U Boring # .Boring NI & ZONING OFFICE I Pit Ground surface elev. r ft. Depth to limiting factor_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 l o- S f- 3IL sr m C,, '1 6 - 2 _ '5'/ �S'r Boring # [� Boring g ✓ ® Pit Ground surface elev. ( fr / ft. Depth to limiting factorin. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color � G j r. Sz. Sh. n 'Eff#1 'Eff#2 ` O / 1 L -- S O� Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg& CST Mame (Please Print) Si re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 —/ D 715- 246 -4516 Property Owner _ Parcel ID # Page of IS Boring# E] Boring V 'e pit Ground surface elev. ?d� a ft. Depth to limiting factor _,� in. mil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 t0 3 f �. --- a C2 a 6- Boring # E] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. - go — ilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ' lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 1150 mg/_ ' Effluent #2 = BOD 130 mg/l_ and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.W00) Soil Test Plot PI Project Name Daniel Lodge S Address 2010 0 Niel Road Suite 1 Hudson Wi 54016 #226900 Lot 6 Subdivision p � e 6/28/10 NE 1/4 SE 1/4S 31 T 29 N/14 W Township Warren F1 Boring 0 Well PL Property Line County ST. CROM IL BM or VRP Assume Elevation 100 ft. Top of 1 " pipe System Elevation 98.8' *HRpSame as Benchmark 100�ST. 228' Lot Line Scale =1 /4" = 10' 529' Property Line 250' B -2 B. M. 98' \ B -1 B-3 4% Slope J V s 0 493' Property Line 867' Property Line ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer -�- L in CA�— Mailing Address ol 42A / s ue ,l Property .Address b 3 6 l Do A) 5/ (Verification required from Planning & Zoning Department for new construction.) City /State (,(1 Parcel Identification Number _� = /D d'— 7 0 - 05/0 1' E GAL DESCRIPTION q Property Location/U� V. ,�_ C - %a , Sec. T Z ( N R,/ff W, Town of �/�! r/P ✓ Subdivision ✓ // 2c� _ , Lot # Certified Survey Map # () b J / , Volume , Page # 6 L 7 Warranty Deed # $ g 4l , Volume , Page # Spec house yes ono J Lot limes identifiable no SYSTEM MAIM -NANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature f fflum to handle wastes. Proper main 6cnance 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 adlect the fimction of the septic tank as a treatment stage in the waste disposal sJM= Owner maintenance responsibilities arc specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & 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 propel operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. Uwe, the undersigned have road the above requirements and agree to maintain the private sewage disposal system with the standards set forth, heroin, 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 retuned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statemi eats on this form are true to the best of my /our knowledge. Uwe amlare tin owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. er of b ms S1 A F APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105) � t nio - t - -3 < 0 - 7 i EiLL-I I 1 o J • pp - - - -- 3 ,r i . � 1 p Y • � J i - O /T :aepd 9066902STLT : 90LG +T8c +STL SDIISI901 3DNnOS38:WOJ3 00:80 0T02- bT --fnf i f I �? . 1 1 / \ I � I i 1 I 1 t i I r 1 bi��aepd 9068902STLT :Ol 90L6 +T80 +STL SDIISI901 3o8nOS38:w b0 :80 0T02- bT -inf 8 8 8 8 8 4 1$ State Bar of Wwoosm Form 1 -2003 WARILMM] ZD 888884 BETH PABST REGISTER OF DEEDS THIS ABED, mute between Knit ckw metr and mho m g ratcoutr, ST. CROIX CO., WI tr„,band and wife RECEIVED FOR RECORD eta (,pry; wbedwonaal�mate� 02 /174V 30AM WARRANTY DEED DamelB.L -%r and Maureen M. Lodge husband and EXEMPT t wif c a vatrnbb cansidaattam, catveys as ("= = = acd eMa REC FEE: 11.00 estate,togelaa with Me Ic" pm ft bxtara and oats apportannt incaeear, at TRANS FEE: 366.00 StCroix t oumy, State of Vvraeomm ("Proper" (f room space s aO0°+"a Anew needed, Please stleeh addwdam)t vase ar Mdwe Adh*w Title one Part of the SE V. of dw NE K and part *(do WE u of de SE Vs of seerm 31, 7% to Street Soem Towaft 29 Nora. Raoge I West, Town of Wurv% St. Crane Comfy. Wisconsin kbxbon; Wl 54016 fwMar dmnbed as Mainz Lot 6 of Calm Swvey Map AW Noveoba 12. 2007 in Vol. 23, Page 5475. Document No: M3944, SL hoot Cota", W1>eeam Pile N 13604 al2aaasrd.oa . Peed taaaitferm Nasser {PIN) ` � 7m 3ow rooratnrr.aovty. Ca)Caaal Grantor wwrmut that ae tide to We Prapeo n good, iode&astble A fee statple and Ilse and clear of m ombiwaa except: Roadways. Faso now and Ratrxbas arxecorc Dated � G I dw ) _.. _..___.(SEAL s Ckhteaetal • a (SEAL) A[7iHMfflC AT70N.' Af-XN0WLLWGMEMT Sigaatre(s) �J�� STATE mrmealrcaOSeA e Y CAUNTY sz Pa>anally came bdbra mean �d�i<�t ✓y�r�a TITLE: MEAMER STATE BAR of WISCONSIN me abovo4mlaed (ifnot, Kart C7rWeruan and Maatxatt Chralansen aouwrued by Wim Scat. 4 706.06) to me Rama to be es 000ted the faWmg waft e"d and acknowkoged am aam& THIS INSTRUMENT DRAFTED BY: Michael Ii Forecki, Auwwy • EauChrce, Wie000_sm My Colunumon (is pameemt) (aylres ) Oftw*A rs art rr wladraka ar a howMNSkIk ttaak ut wt arerary l NOTE: MO M A Rf'ANDARD F(IR1(. ANY DOOR WA71MB IOTM lftM $ll0 D U tLURLY IDIMP D. WARRANTYDM . 0 >Yai9:lAYltkAk(wwIK00 Ma comae NO. tom • Type ramp bNow alas . ,. _.. .._._. ..... .... .... - i.....`... . 4Q: couVis'tp;; NO. 19354i a E> plus l ! vq 1 of 1 i Parcel #: 042 - 1085 -70 -040 06/21/2010 02:52 PM PAGE 1 OF 1 Alt. Parcel M 31.29.18.479B -24 042 - TOWN OF WARREN Current 0 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 11/12/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - LODGE, DANIEL B & MAUREEN M DANIEL B & MAUREEN M LODGE 13035 VALLEY CREEK TRL AFTON MN 55001 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 636 100TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 10.120 Plat: 5475 -CSM 23 -5475 042 -2007 SEC 31 T29N R18W PT NE SE PT CSM 22 -5349 Block/Condo Bldg: LOT 06 LOT 1 BEING LOT 6 CSM 23 -5475 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 31- 29N -18W SE NE 31- 29N -18W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 02/17/2009 888884 WD 12/07/2007 865325 WD 11/12/2007 863944 23/5475 CSM 01/31/2007 843595 22/5349 CSM more 2010 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 12/09/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.120 121,000 0 121,000 NO Totals for 2010: General Property 10.120 121,000 0 121,000 Woodland 0.000 0 0 Totals for 2009: General Property 10.120 121,000 0 121,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 QRE o . \ %dy lR AN /| p .. J ! RM w *§ § CHUN ic !W \ o CD (§ )| CL / | O #� ! & © # »� � � R ig � 44 |w \§5 N M. § O # ! z � � O !R #)� /§M A §§ ■� £ f� ƒ \@ !/§ a CD , § \ i,i i c . � \ � aq! o # |! � � ! \ ■oO Ell O ¢ O . , 29 I - 10 � � � 0 c g n � r � ; . , s | , &! ■ -; !! £ § § ® ` �| | ! ' ■�� ,e�� ■■s | �_� ■ < f CL �' . ,- . ■ £ �Ef § I!�� �� - 0 � -0 2 F _ -#& 77 17# ( § ' 0 E ! ■ a k - � � � ,3 s MAR — 9 2004 ` z/ f r 729654 VOL 77 4560 'Jr n PAGE RE KAT ..,`.. HLEEFI K. MrTGgff REGISTER OF DEEDS WI RECEIVED CERTIFIED SURVEY MAP 07/10/2003 12:15PM LOCATED IN PART OF THE NE OF THE SE1 /4, PART OF THE NW1 /4 OF THE CERTIFIED SURVEY MAP SE PART OF THE SE1 /4 OF THE NE1 /4 AND PART OF THE SW1 /4 OF THE REC FEE: 13.00 NE1 /4, SECTION 31, T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, COPY FEE: WISCONSIN. LEGEND PAGES: 2 FOUND ALUMINUM COUNTY PREPARED FOR: SURVEYOR: SECTION CORNER MONUMENT RICHARD STOUT DOUGLAS J. ZAHLER FOUND 1 "OUTSIDE DIAMETER IRON PIPE 1353 AWATUKEE TRAIL S & N LAND SURVEYING, INC. HUDSON, WI 5401') 2920 ENLOE STREET O SET 1- 5/16" OUTSIDE DIAMETER BY 18" LONG IRON � HUDSON, WI 54016 PIPE, WEIGHING 1.68 LBS. PER LINEAR FOOT V ENCH MARK: ROADWAY SETBACK LINE (100' FROM RIGHT -OF -WAY) �O 623` TOP OF 1" IRO SLOPES 20% OR n�M ply%'_ yo3 N PIPE ELEVATIO GREATER Vw 0 �j �ot 1014.9 • � - �� _ _ to � . 6 z� A o x EXISTING FENCE I - u' 4j p`L N89 25 26 "W 5309.32' S o N ........ ........ - — — - V r ��'� � J Q) O MEANDER LINE ° I I@ O.H.W.M. ORDINARY HIGH WATER MARK 65tr -p ''/ ' 6- A I o I F 151 _ J N w C� .rn W� i�i� W114 COR. S89 0 52'38 "E ' �°' w - I D@ SEC. 31 w � 2 i EAST - HEST 1 SEE DETAIL S89 °52'38 'E G Z 1/4 LINE 3751.29' 151.61' $ 55.09' N89 26 li cn P w O 690.62' i, 3 E 114 COR. $ ° w SEC. 31 A rn w p 1 `N89 0 25'26 ' W w i O SILOS !' y O w W L 12_32'— -- e O o L T1 x� � o a O a z LOT 4 w y LOT 3 w ' cD I j r ------ CD `2 .A ow O � i I N � O a 11 SHED I �• a+ •` O ` W �° w I LO y u, Z p 1 - _ - - ✓ iu y r / N (� nnnn WpZ iQ° O �\�� °'� cr ?w ;� C G� .-6 "O ¢ ° (n I nom - � ' `..�::.... 4 • :•O O w 1 L°/jJ O ' 6� ::::: \ : : : :::.. r� :.o /MIGHT- F -WAY \ Z _� ,Za, a : ::: � 'L Q :...:.::. (� Fr U) .�'9 LOT 2.::. w Q 2. �� Bj I SECTION LINE I M w Q ::;�.::..� t o a...:: S I CD BENCH MARK: \ oo�' --V <. y � I C I S89 &W / TOP OF � i:::: }: ::::::.. '+ ti 9 f t . Z ! / �L O / 11 . 32' FOUND 1" I ::::: ' =';�, ` . !?'!' pD ::.: U) �� > IRON PIPE, ,A O �i 50.8' ELEVA 999.0 �. ?r 3> A I ` EiAIL, A PRO 9 >' �`� W 3 TO SCALE) SCALE IN F�ET 1" = 150 S11.CROIXCOUNTSl3.H.W.M. RIGHT -OF -WAY Pfannina Zonino and Parks CorrF44Fj/ = N A 150 0 150 JUL 10 2003 999.1 ; � �. � N LOT AREA TABLE 33' 33' o� O LOT SO. FT. ACRES a� rded within 30 days of N - _ t0 LOT 1 INC. R/W 121,690 2.79 of slopAS' v reater -4 LOT 1 EXC. R/W 112,592 2.58 not identified on the LOT 2 INC. R/W 90,767 2.08 approved plat and not -'- 1 100' LOT 2 EXC. R/W 88,409 2.03 covered by escrow money ROADWAY SETBACK LOT 2 TO O.H.W.M. 2 are required to apply for JOINT DRIVEWAY LOT 3 INC. R/W 89,995 2.07 and receive a separate / EASEMENT TYPICAL LOT 3 EXC. R/W 83,211 1.91 special exception permit. I (NOT TO SCALE) LOT 3 TO O.H. W.M. 2 3t This permit is applied for S89'38'1 6"W through the zoning office 31 ,7•� LOT 4 INC. R/W 97,523 2.24 and is reviewed through a / LOT 4 EXC. R/W 90,753 2.08 public hearing process by Each Parcel shown on this ma is subj LOT 4 TO O.H. W. M. 2 f the St. Croix County Board P j NOTES: ALL O. H. W.M. (ORDINARY HIGH of Adjustment. to State, County and Township lows, rules WATER MARK) AREAS ARE EXC. R /W and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Before LINE ARE AREAS TO THE MEANDER LINE ALL AREAS NOT CABLED TO O. purchasing or developing any parcel ' contact the St. Croix County Zoning Office and the Town of Warren for advice. THIS INSTRUMENT DRAFTED BY: WILLIAM KANE SHEET 1 OF 2 SHEETS JOB NO 6052 -18 DATE: 02/07/2003 REVISED: 07/09/2003 VOL. 17 PAGE 4560 , III ? 1 j 4.... ....... .. .. .__,...... _.. p 03 AGF j � € 333 , j 3 S € py � fi � 1 A LPN bJ'S m Ix N 0 CD I C9 1 C f6 l4 7 ( 01 i� 0 6, C } N CL x m N c � L • O 3 �" f4 � U RECEIVED 11111 1111 IN NOV 1 9 2007 1 4 4 2 ST. CROIX COUNTY 863944 SURVEYOR'S RECORD KATHLEEN H. WALSH REGISTER OF DEEDS CERTIFIEa SURVEY MAP EC V E DIx co., FOR R LOCATED IN PART OF THE SE1 /4 OF THE NE1 /4 AND IN PART 11/12/2007 OS OOAM OF THE NE1 /4 OF THE SE /4 OF SECTION 31, T29N, R1 8W, CERTIFIED SURVEY MAP TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN; BEING VOL: 23 PAGE: 5475 LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME REC FEE: 13.00 LEGEND 22, PAGE 5349. COPY FEE: 3.00 ALUMINUM COUNTY SECTION PAGES: 2 CORNER MONUMENT FOUND OWNER SURVEYOR KURT AND ELIZABETH EDWIN C FLANUM • 1" O.D. IRON PIPE FOUND CHRISTENSEN NORTHLAND SURVEYING. INC. NE CORNER — 847 WYLDWOOD LANE P.O. BOX 14 SECTION 31 • 1 5/16" O.O. IRON PIPE FOUND HUDSON, WI 54016 ROBERTS, WI 54023 ■ 3/4" IRON REBAR FOUND E�FA9ENT I j c>e�D' ggEDETA� p 3!4" X / 8" IRON REBAR SET WEIGHING- S 29'21 332 -�0 I N 1 O O h uj 1.50 LBS. PER LINEAR FOOT a2 , .� - - v 0 83.00' IS rid t GL a1 79 9 5-r Z �°Q :CSo��Q� z z O LOT 3 HE ��' �!^ JL I !L w O • / 2.42 ACRES INV. O � 1 `O O 2 U (SOO°09'51"W 268.53) LOT '0 4 105.260 SO. FT w s O ` ■ i` gy 800°1 08 "W 2.85 ACRES INC. RNV °D ?r GARAGE `� I I O Q = z6 .28' 1dt. SO. FT. - c9.3 W HOUSE O / X185 0° - x (N 2.17 CRES EXC. R'/W N89 W 2.2 ACRES EXC. R/W 94,332 SO. FT. `� Z Q �; �2 Z 0 0 1 2 ..32' - � 97,755 SQ. FT. SHED � - r W Of tD U 2528 8 I E CORNER SECTION 31 P c 3 01 38 I,y�^3535 "E 554.26 5 1V$ 2x LOTS DRI D EXISTING 2�i I O 10.80 ACRES INC. R/W W JOINT DRIVE DRIVE p! I � 470,279 SO. FT. S NOT TO SCN.E L I 1 @D; p R ^ , I I I 1 10.29 ACRES EXC. R/W RMa11T OP ylAr \ \ ,, r 0 ' 1 P$48.282 So. FT. NS .S :3 • _ N t .=B lA �• s U - ° m �i EDWIN C - — . � FLANUM - w : w It 3 -2487 /� 'q 04 p) Gov < WISCONSIN �� �� °: b r0 7 887.71' $' 33. Z ru; N I // W IT _ NCI � 1 J�ti' �1`l �� �- � °.mss • '.x N� �� ' I I N 10 PROPOSED �j W1 . IT. s. (. DRIVE 33.00' TI ISO . J i 9.91 ACRES EXC. R/W ! 9°34'1 WE 529.49'" �rn 431,732 So. Fr. „ '� (N89 °43'04 "E) w I W — O 7 O.O. IRON PIPE c o FOUND ND D S8 50 5 °5 R 321 G \ ' BUFFER FROM WETLAND O FEET FROM FOUND UND REBM F 0 . FRINGE BOUNDARY ��Q U N --- °LION° - l/OLS° ug" co Lu �; — G?QC -� - X164 ZONING — _ -� PER N G AL CR L COUNTY W S °_ o; C o NL LOTS ARE 04 ? JI t t SUBJECT TO SHORELAND N 1 0 �u ZONING. CONTACT THE O r _�_�_ _�_ Z W S 1 5/16 O.D. IRON PIPE r� �I ZONING OFFICE IN FOUND See- 41-17w3.33 I33'I33' RI �5 REGARDS TO FEET FROM FOUND REBM N — \ REQUIREMENTS FOR Z (S89 °43'04 ^W) $ C BUILDING. N89 °34'1 0"W 529.49' M g .� G ' I � 8' ' 493.1 oo° ' ?' z SCALE IN FEET 1 • -.. 9 °32156 "I= 958.39' 200' SOUTH LINE OF THE NEi /4 OF THE SE1 /4 I g 1 ZOO O 200 MGrlC�L�c�`u dLaMn D� °7 '22"E THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON I 1 NO. 06 -84 DATE 08 -16-07 DWG CSM 11 SHEET I OF 2 SHEETS SE CORNER f StCT10N 31 VOI. 23 Page 5475 I I a Parcel #: 042 - 1085 -70 -040 04/14/2008 09:02 AM PAGE 1 OF 1 Alt. Parcel #: 31.29.18.479B -24 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11/12/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CHRISTENSEN, KURT & ELIZABETH KURT & ELIZABETH CHRISTENSEN 847 WYLDWOOD LN HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 636 100TH ST SC 2422 ST CROIX CENTRAL N 1�� SP 1700 WITC , , F Q/1Q llh �U Legal Description: Acres: 10.120 Plat: 5475 -C M 23 -5475 042 -07 SEC 31 T29N R18W PT NE SE PT CSM 22 -5349 Block/Condo Bldg: LOT 06 LOT 1 BEING LOT 6 CSM 23 -5475 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 31- 29N -18W SE NE 31- 29N -18W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 12/07/2007 865325 WD 11/12/2007 863944 23/5475 CSM 01/31/2007 843595 22/5349 CSM 01/23/2007 843067 QC more... 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 11/14/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 042 - 1085 -70 -000 07/31/2007 08:59 AM PAGE 1 OF 1 Alt. Parcel #: 31.29.18.479B 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11/21/2006 00 6 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CLAPP, RETIRED RETIRED CLAPP - - - Prima ry Districts: SC - School SP - Special Property Address es : st cts• o e P P Y ( ) Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Acres: 10.000 Plat: N/A -NOT AVAILABLE a Description: p SEC 31 T29N R18W 10A IN E1/2 SEC 31 COM Block/Condo Bldg: S099.6 FT S OF NE COR SEC 31, S 597.8FT, W 855.05 FT, ;N 318.2 FT, N 63 DEG E Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 176.5 FT, N 78 DEG E 710.9 FT TO POB 31- 29N -18W ASSESS WITH P488B (NKA 042 - 1085 -70 -010 4796 -10) Notes: Parcel History: Date Doc # Vol /Page Type 07/01/1975 327877 525/359 WD 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 01/10/2007 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I _ '• 3 116 H 1B R &D 4 D &1 150 ' ante 9 o� M _ 9 z B S rL 3 3 16 z CR E& A& 3 t 1 1 David Sh St Croix z DO m e a CL �Z DT & J. Galley 9 th ST ' 14 33 NH na 4( Eldo & Scouts Marion Man 11 n \ ne Freder Hamann 232 'Trust 64 Bloom AVE z v \ Johnson 64 62 & v 2 160 Herink David & 1 ' 94 Diane &D u Lolita Jerome I Cn McKenna 7 3 t`P i�yn @ Johnson & Lout' Joan Leveritt t 229 Donna W" etal i3 nson '80 Bro wn Trust S Various nis 3 f S 10 n B 148 I 119 EM $B g Y � D tv H &C U11— t 7 ! O w s JP Peters@ MI Madvs C SI Barbara J H M S 6 10 E ^, 25 fn OMa1Key 10 boehler 9 3 ugen 3 RoFd 0 7 S 6 s Ip anOUS v Daryl Eugene o 3 a 2 Land Comp Land Nerd y Bergh � H& Land Company 1 ° o� d y 53 3 c wT � LLC LLC J°n 132 11 s 39 110 80 0 86th "E 149 T&A &J Robert& 83rd 3 Ln ioag" 3t �Abdt VE L, Steven Limit d de i ` h AVF C &J 2 psaodiands Dalton A� Partnership Viol diner &` GYace & B 9 @ & e � 'G orporatlon 57 136 Graham " 6 5 20 V. sze Gary G c L&s Ridrard & T 18 E,N@ 168 Hoyer 112 r17 P 2 1 sir —Ua�4 1 man x ° _ 1 @1_ z ; . 3 J @5 David @ MS E 1 2 1 2 1 nt Creek 0. M s "" Gily & aylen ^ y C 6 & Archie 3 Phillip & 99th Gall n H 4. F Carol 2 & Ella Pe ST ry ' Maier 35 U i U) a Coyer Denucd O g burn Ma t I 104 Trust \ Trust EJ a Dale z 70 65 t w t 1 1 r 231 64 n.n 7 3 45 i ! Donald & o 47 2 Brightkeys ' Edie ce `,.• ". 2 , . oys Investment Anderson 12 • '� i i ` �z t amp Of Holdings R &J 2a M1 Crat 139 q 2 LLC 1 40 Kb Car Chn udson $mlt:[1 1 .n r , 5 Arlan & I °" @ R &S Reed o @ i6 ' Keith & J"James z 160 ol s"ne j smith 31 PUn"" ( Trust 78 Zr 6 Karen 70 w �` n 37 16 1 Solimar 86 2 3 222 2 1 - -: V &J 24 'chard & Janet E& -d Gerken 46 2 Stout 41 T s ebola 4 Diane 311 1 yx x LLC 87 2 94 LEX & C &D C 14 g to Richard R P &S &Janet iM R 1 a Glen t AVi: & S &N CK Gerald & ' Wiese 6th Pranelne BA CK N 34 13 Theresa 93 r: ,c - ,. Ho Altmann meix J 1 m hr 31 I 7o ILynn& 1 TAR Brenda t ° "" Riverbank l{ 4 w& : Bonraa . &R ` J 4 Bra Exchange JJ N -•P Cron `3 at k Y vt B xame Ib r zz 140 Steven LLC 88 ECKER 7 17 ' 3 Auan Me ton Roger s M;" e & Anne t DF M L N &s m James @ ^"^ J scone Butler a ' Peskar 3 G &E 32 TruK 30 4 37 36 S0 @M .. H ' H z 1 L 107 N mo KINNICKINNIC PAGE 18 ................... .................... t , $�l�r� u�i • ���d �v �#aps � �a�vJ�,"lrbd�� ��'ap�gl'�ap�l� gays 32 p,• wor a 1 4sconsin SOIL EVALUA ON REPORT #1966 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Pendin Please print all information. Reviewed Bye'/ O a Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). J �( Property Owner Property Location Christensen, Kurt Govt. Lot na NE1 /4, SE1 /4, S31, T29N, R18W Property Owner's Mailing Address Lot # -Klock # Subd. Name or SM# 847 Benoy Dr na Csm ;D City State Zip Code Phone Number City Village j Town earest Road Hudson WI 54016 715 - 386 - 6340 Warren 65Th Ave New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe na Parent material Ridges and drainageways of limestone uplands Flood plain elevation, if applicable na ft. General comments At Grade or Mound design, system elevation 100.50ft based on contour line elevation 100.00ft. and recommendations: F 1-1 1 Boring # Ground surface elev. 100.00 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/1 none sil 2msbk mfr cs 1c .6 .8 2 8 -21 10yr4 /4 none sicl 2msbk mfr cs if .4 .6 3 21 -40 7.5yr4/4 none sicl 2msbk na cs na .4 .6 4 40- 10yr7/4 none Fractured limestone na na na .0 .0 Fi-1 Boring # i _ i Ground surface elev. 100.0 ft. Depth to limiting factor 38 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3 /1 none sil 2msbk mfr cs lc 66 .8 2 8 -24 10yr4/4 none sicl 2msbk mfr gw if .4 .6 3 24 -38 7.5yr4/4 none sicl 2msbk na cs na .4 .6 4 38- 10yr7 /4 none Fractured limestone na na na .0 .0 * Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) Sigryature CST Number David J. Steel ( 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 9/12/2006 715 - 760 -0347 SBD -8330 (R.07 /00) Property Owner Christensen, Kurt Parcel ID # Pending Page 2 of 3 Boring # J Ground surface elev. 99.10 ft. Depth to limiting factor 40 in. Soil Application Rate Horizon Depth Dominant Color Redo. Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3 /1 none sil 2msbk mfr cs 1c .6 .8 2 9 -24 10yr4 /4 none sicl 2msbk mfr gw if .4 .6 3 24 -40 7.5yr4/4 none sicl 2msbk na cs na .4 .6 4 40- 10yr7 /4 none racturec limestone na na na .0 .0 F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t I *Eff#2 F-1 Boring # i Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ' Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ` Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Steel's Soil Service f , STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kurt & Elizabeth Christensen 994200 th St. CST - POWTSM NE1 /4,SE1 /4,S31,T29N,R18W Baldwin, WI 54002 Lic. #248956 Town of Warren, St Croix Co. Direct 715- 760 -0347 �Yl Lot � I L OT- , I Fax 715- 684 -3449 11�' Sly 9 II I This soil evaluation was conducted to satisfy a zoning re ufreme�t may or may our use. Y not be suitable for y The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1 " =40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 100.00 ft B2 = 100.00 ft B3 = 99.10 ft B4 = 0.00 ft r � 11r G ors "' l AA* Visconsin //II #1949 SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and /� ig ` /J/) percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. � 2-3/t Please print all information. Review y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ` Property Owner Property Location Christensen, Kurt Govt. Lot na NE1 /4, SE1 /4, S31, T29N, R18W Property Owner's Mailing Address Lot # t ck # Subd. Name or PSM# 847 Benoy Dr a Csm % - _a City State Zip Code Phone Number X11 Village Town Barest Road Hudson WI 1 54016 715 - 386 - 6340 Warren 65Th Ave New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Pitted outwash plains and Stream Terraces Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 93.05ft. Trenches spaced and depth to code 5.75ft below grade. and recommendations: 1 i , ,_ • I ( p 1 �q ❑ Boring # _- Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD /ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. el *Eff#1 *Eff#2 1 0 -6 10yr3 /1 none sil 2msbk dfr cs if .6 .8 2 6-27 10yr4 /4 none sicl 2msbk dfr cs na .4 .6 3 27 -41 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 41 -56 7.5yr4/4 none Is osg mvfr gw na .7 1.6 5 56 -110 7.5yr4/4 none grcos osg ml na na .7 1.6 I, Boring F Z Boring # Pit Ground surface elev. 98.80 _ ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftZ in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 10yr3/1 none sil 2msbk dfr cs 1c .6 .8 2 6 -26 10yr3/2 none sil 2msbk dfr cs na .6 .8 3 26 -57 10yr4 /4 none sicl 2msbk dfr cs na .4 .6 4 57 -110 7.5yr4/4 none sl 2msbk mfr na na .6 1.0 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 rn * Effluent #2 = BOD < 30 mg /L and TSS < mg /L CST Name (Please Print) Signature' CST Number David J. Steel �� r 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 7/27/2006 715 - 760 -0347 SBD -8330 (R.07 /00) Progerty.bwner Christensen, Kurt Parcel ID # Pending Page 2 of 3 3] Boring # Boring ,_ _. Pit Ground surface elev. 96.80 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0 -10 10yr3/1 none sil 2msbk dfr cs lc .6 .8 2 10 -21 10yr4 /4 none sil 2msbk dfr cs 1c .6 .8 3 21 -37 10yr3 /2 none sicl 2msbk dfr cs if .4 .6 4 37 -60 10yr4/4 none sicl 2msbk mfr gw na .4 .6 5 60 -73 7.5yr4/4 none Is osg mvfr cs na .7 1.6 6 73 -110 7.5yr4/4 none grcos osg ml na na .7 1.6 F-1 Boring # %_- f Boring j Pit Ground surface elev. ft. Depth to limiting factor in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 ❑ Boring # _ Boring Pit Ground surface elev. ft. Depth to limiting factor in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 I I Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 Javid J. Steel Kurt & Elizabeth Christensen 994 200 St. CST - POWTSM NEl /4,SE1/4,S31,T29N,R18W Baldwin, WI 54002 Lic. #248956 Cfy f Warren, Croix Co. I � �) ` /Direct 715- 760 -0347 7 �1 � Fax 715- 684 -3449 This soil eva luation was conducted a zoni equ►rement, it may or mYy not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1 " =40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.95 ft .� Top of 3/4" pvc pipe ❑ = Borings Boring Elevations BI = 98.80 ft B2= 98.80 ft / B3 = 96.80 ft B4 = 0.00 ft &3 = r a ® LKL) C (-)UN , fy t PLANNING & ZONING �. ^�S�Z2Y.'- 1;"Atb '"" :.;�kY? , kXdAizii» 'RkFiS'2�..ei..@S`s:' ".kYS,iK?. •. .. .'„�„G9° #.'eAd' +k:::�%uk�J°.1,'mJS:ST:b�, r.}.;.:..,)'dXt ..,x?..:NdGY= tM3bCff?s`. 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