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022-1050-50-050
/y )\ « j & m . � G � . \ \ � _ � . ¥ � 2 � § � � \ � /] ) k\/ 2 ®j& /_r < � #- a / { \ 4.; § ° \ \ \ CL m ( z ¥ \ c cc ) z / 7 E { \ 2 ® N } \ � � \ \ C \ \ \ \ @.§ § < _ ;- z 3 z � � (© ƒ \ � CD 7 f » § ®2 b - G . \ e a c a \ n / z 4 \ / k ( ® \ v - k \ 0 2 2 2 Of § \ f $ q B \ \ ƒ ( » e ^ §@$§ © , k E % L) \ \ 2 k z / ® c c ft / § } \ n ) 2 . ° co 0) /§�1= \E 0)c � S «- , 2 . , k \ \ \ \ \ / D .6 § \ / G a) \ /) o } f z ) \ \ / 2 1 $ } g\ kC - 3 L0. \ a . . 0) 0 c m c 0 o \ k k ) Parcel #: 022 - 1050 -50 -050 04/1212007 04:02 PM PAGE 1 OF 1 Alt. Parcel #: 18.28.18.2756 -20 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - JOHNSON, RODNEY M & MEGAN K RODNEY M & MEGAN K JOHNSON 358 CTY RD SS RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 358 CTY RD SS SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.651 Plat: 4434 -CSM 16 -4434 022 -03 SEC 18 T28N R18W PT SW NE CSM 16 -4434 Block/Condo Bldg: LOT 02 LOT 2 (3.651 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 18- 28N -18W SW NE Notes: Parcel History: Date Doc # Vol /Page Type 11/19/2003 746973 2459/106 AGREE 11/05/2003 745835 2450/382 WD 05/27/2003 722882 2253/131 EZ -U 01/20/2003 706377 2115/130 WD more 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.651 65,000 329,100 394,100 NO Totals for 2007: General Property 3.651 65,000 329,100 394,100 Woodland 0.000 0 0 Totals for 2006: General Property 3.651 65,000 329,100 394,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: • 429946 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: �i Cudd Brothers Construction Kinnickinnic Township �I" ��Z �0- 0 CST BM Elev: _ Ins M Elev: I BM Descriptic�r�: n @ ection/Town /Range/Map No: R 5 , o s� bo - Tz ) I vc� t cq 6X1 -4 18.28.18.:,9 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. eptic Benchmark W i g I• m P Q 5 osing Alt. BM %C�a r U/. 'gyp Aeration Bldg. Sewer Holding St! Inlet �s � p, 7 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet eptic + A , W Dt Bottom 1 y 4 Y osing ` -� ��,� /i P Header /Man. /y Dis s Aeration 4V t. Pipe ) Q•5 `Z ms.+ -p Holding Bot. System � / i l t,• o 5 a3 PUMP /SIPHON INFORMATION Final Grade -7.;5 rpo1 Manufacturer A GPM nd St Cover Y 2s 26 Model Number 6 M 2� TDH Li Friction Loss System Head FTDH Ft -Y 1� Forcemain Length Dia. Dist. to Well 3 t 1 A)_j SOIL ABSORPTION SYSTEM BEDITRENCH Width Length t No. Of Tre ch s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 7 SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHIN Manufacturer /� INFORMATION CHAMBE OR (. ,_ Type Of System:_ � � � IV t � UNI Model N tuber: � DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake a pipe(s) Length 7 Dia Len th Di a Spacin 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 9 p ] Yes Igp No Yes �4 No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: l0 / C / Inspection #2: Location: 358 County Rd I SS River Falls, WI 54022 ((NE 1/4 SW 1/4 18 T28N R1 8W) � _ NA�� Lot " 2 Parcel No18.228-1 ' 8. 1.) Alt BM Description = K�+ '��"' Yh yG1C {�Q L'i 4 )t.W25c01� / Qt ( 1'f (n sfAlk d 6j, S 2.) Bldg sewer length = �^ 1 J V ✓ S Q��cyy G�„rry> amount of cover = N a S 1 C C ' v / l u � {a .✓,� 5 > yq �,1 + Y) 0 1 �1 S �U� M t ✓IS A- . : tr e v it 15 Plan revision Required? [ >�� Yes No ��, i, � .,,� ��, � A Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Sig4aturb Cert. No. 1 A( ,5n" \� D/ SA . 1 0 To ry I� � S�vcNr�.e - ham ►�- (�'�O�v'va�'M- , � Ike gk�c1�- c��.e (s�a,� -e�. (1�t�'� .a� -�c.c� Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 -� N visconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 2 I y Sanitary Permit Applicati --",__ State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personai(iri'f6`rm may be used for secondary purposes Privacy La , s15.= Project Address (if different than mailing address) t I. Application Information - Please Print All Information C Property Owner's Na me Parcel # Lot N Z f D tl �f� S Cam - -- Property Owner's M ailing Ad Tress Property Location �� D l Ut3� / 106 Q d2 7 �< S '4 — o,Section City, State Zip Code Phone Number U _ 7 y 9 / (circle e) 11. Type of Building (check all that apply) t/ S SM umber 0-Yor 2 Family Dwelling - Number of Bedrooms Ll GI/V� " � rr�cr —_nom ame ❑ Public /Commercial - Describe Use _ r r ? b-_ -- - ❑ State Owned - Describe Use ❑City_❑Village KFowuship of -- C III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System —" -- - - - - -- y ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing Sys ent B. ❑ Permit Renewal Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWT System: (Check all that apply) A Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil CJ At - Grade i J Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber El Drip Line El Gravel-less Pipe ❑Other (explain) V. Dispersal/Treat ent Area Information: De ign Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation C?v 9 VI. Tank Info Capacity in Total Number a ufacturer Prefab Site ;heel Fiber Plastic Gallons Gallons of Units -100 0— Concrete Constructed Glass New Existing A Tanks Tatilcs Septic or Holding Tank ZLV y n Aerobic Treatment Unit -- i Dosing Chamber 9 VII. Responsibility Statement 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plum 's Na me (Print) - - -- ( ) Phnnber's Si gnature MP /i'ofd�Ii6 Number Business Phone Number 97 217 73 KKK Plumber's Addre ss (Street, City, State, Zip ode) L C- �' C'r- try -4- 4 f - kl f Cp VIII. Count /Department Use Only - - -- -- -- Approved ❑Disapproved [ Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Si nature (No Stamps) ge Fee) C� El Owner Given Reason for Denial S0 �U 'tr IX Conditions of Approval /Reasons for Disapproval APP I cvk� cWe Attach complete plans (to the County only) for the system on paper not less than 8112 x 11 inches in size SBD -6398 (R. 01/03) i� c C �44{m> M E40 Series 4110 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 r 10 N W 30 H 25 Z Q - M l 20 6 I 0 ( Q F— 4 F— 10 0 5 2 0 0 0 10 20 30 40 50 6b 70 60 90 100 CAPACITY GALLONS PER R ;NOTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 K3326 7/91 Printed in U.S.A. Chop .Af - L- 9 7 . v w CA C r r u� R � �n 2 ze �'77 Combination Sep ic;Tank and PUMP CHAMBER CRO55 SEC'TIOtJ AKJD SP CCIFICATIOIJS VC CAP WCATHE K juuCTlc;►- pox C � H'C.I. VENT PIPE /^ APPROVE:'- LOC CIr;G �•1O' FROM DOOR, PIA,QIiQLC JItiDOW OR F RC5H ADZ IAITAKC ouDUIT � II r y 111 Sr `cT1 L) N) P I P R O V I D E i I - -� -- -- -- 1JLE T AIRT((,H "T SEAL. I i l Na, �,✓ I II _ APPROVED JOI�1T A W /C.�. PIPE DRP� Tank construction I�� IP 0A shall comply with I AL,41M 3NaW 83.15 and 53 . 20 Cows t� I 0 ; c I I i i PUMP 76 ' t ,5- D COAJCRLrC EZ-C FL)• C HLOCIt A P 1 KISER, EXIT PCKP 17CD OIJLy IF TA1JF: HAS SUCH AJP'ROVaI_ SEPTIC E 5PEC.IFICAT10QS D05E _ TP.I,JKS MAQUFACTUW,ZR, ���� �` � NTC_ QLI-MSER OF TAf.I}( S I 'E : ^- 6-0 GAI-6rCQS D05G VCOLUMC ALA,K MA1,jUF AC. TUFL..R: MODEL 1JUMBER: w _ CAPACITILS: A Z.7L ,NCFL:; OR 5WITOH FyPC: I I�ZCU {Z�( PLiMP MAIJUFAC.TUREA: OK_.,G�r,L MODEL DUMBER; m D I rac FIF_s OR SWITCH TYPE: MOTE: PUMP AUD ALAkr r k Ti)L. M3JIMUM DI5CKARGE RATE,((��GPM INSTALLED OQ 5EP' CIf:I_ VEKTIChL UiFF DETWUQ PUMP OFF Au D.D15TRIbU'rI01J PIPL.. _ I- CL- T "^ + M- I�I.I�I'h�1UM ►�CTWQRK SUPPLE PKUSSUKE . . , , , , , . , . . -- FL:ET - t - ---�,< = FEE] OF FORCE MAI^1 X _ .tom 3 /ioo fi.FRlC1'toU Fkcj O3t..!�; r EET TOTAL DyQAMIC, HEAP _ : �.�FFET� Pump chamber DIAMETER — IMTERAIAL. CIME.USic@j; OF TAQK: (..ENGTH, �_ _��'�ID1 H __ r,�L.IQUID L,iEPi - 1 -1 _._......_...w.� 1 BOTTOM AREA __���: 2 31= ` � b/r �j - - GAL/'l 1\"''-.H Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 N vifssCO Fin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled 'n by Co.) Department of Commerce (608) 266 -3151 L ! ` b Sanitary Permit Application State Plan I.D. Number —^ C,4 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if cifferert than mailing address) I. Application Information - Please Print All Information t operty Owner's Na me r k c i ','; F1,arcel # Lot # Z S c WOO ���I- -� co�.Jtt r^� ` Z7- - /o --S hoc _ Property Owner's M ailing Address 1 Aroperty Location Ci , State Zip Code Phone Number !l[ 1.. � t/a , .'i /4 �(J — (� t/t//v L�4 (circle c e) II. Type of Building (check all that apply) T N; R Eorl )( 1 or 2 Family Dwelling - Number of Bedrooms 3 132 Subdivision Name // ;IV ' umber El Public /Commercial - Describe Use -7D ? k � T TWjq5 11 State Owned - Describe Use aC N/ / /�CLj�e 3 1 , / ❑City_ ❑Village Town: hip of —_ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) 19 -New System ❑ Replacement System ❑ Treatment/ Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit : and Date Isst.ed Before Expiration Plumber Owner N. Type of POWTS System: (Check all that apply) — �9_Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ R circulating at Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe Other (explain) V. Dispersal/Treat nt Area Infor ation: f 31• / Desi n Flow (gpd) Design Soil Application gpdsf) Dispersal Area Required (st) Dispersa rea posed (sf) System Eievation� 7 SS z -' f VI. Tank Info Capacity in Total Number Manufacturer Prefab Site ;heel Fiber Plastic Gallons Gallons of Units / � „ Q Co ncrete c ete Construcr�d Glass New Existing Tanks Tanks -- Septic or Holding Tank �� — - -- — -- —' Aerobic Treatment Unit — - -'— -- Dosing Chamber — - — — - -� VII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached p..ans Plum s Na me (Print) Plumb Si gnature MP /14FP6 N umbr Business Phone iJwnber q� Z���K�y Plumber's Addre ss (Street, City, State, Zip e) � v o ! _ VIII ount /De artment Use Only - -- - -- Approved ❑Disapproved Sanitary Permit Fee (includes GroundwaterDate Issu d s Si na a Stamps) Surcharge Fee) 1 � D ❑ Owner Given Reason for Denial of IX. Conditions of Approval /Reasons for Disapproval��� / 3) 9�•0 d .��! � E�'o -yid (',✓TizoL � -,,- • w r 1� Q,� no� �— comp e e p ans (to the Co nt only) fo the St o erer n� ha 81/2 x 11 inches in s'z f lWI SBD -6398 (R. 01/03) A- r C�;t Do � l�o f u -runs 60 r , ) 5 - t - 1 o + Z sue► -�,F _ X11 � r C I tj ^ y � �� y r S v► I ' 0� fb i qX Ck i Q 9 � �--I 66 6, Ala 3 ao5. tq "In 1 2 71 X 17 A- /NJ ago •.�s_�____ - --- F---- 401 ._ . 9� 7Qe of Cm *�R l✓� p FF 9 � CAJ AC Ch IL r " + d� zft- 3 _ ST. CROIX COUNTY + WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686 For Lot 2, 358 County SS (Kinnickinnic ) — owner(s) Cudd Brothers Construction Inc. 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." Comm. 21.125 also requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement. 2. Route contaminated runoff into vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between excavation areas and any drainage ditches or waterways. A diversion may be used to contain runoff on owner's property within the front building setback, but it has to extend far enough north on the lot to keep runoff away from County SS road ditch. 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. 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 access the property during construction. This helps 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 work day. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation – do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Attached is a detail for temporary diversions. Please feel free to contact me with questions or ask for assistance with erosion & sediment control installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: — / — /2003 V i I ETD lafi � cr Jo CUA arc Nr -s _ .o ci 7Z M Q S 7z n7t sp x � � u �' fo a � I E 6 1 f �3 Standard Erosion Control Plan ECE` ;This � for 1 & 2 Family Dwelling Construction Sixes op3 MAY � According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, a soil a sion coil eds to be submitted and approved prior to the issuance of building permits for 1 & 2 famil dw�ll��jg, \tA jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code a Stan- dard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: 1. Complete this plan by filling in requested information, completing the site diagram and marking (✓) appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Submit this plan at the time of building permit application. t Site Diagram Scale: 1 inch = feet EROSION CONTROL PLAN LEGEND PROPERTY LINE _ EXISTING DRAINAGE TEMPORARY TID DIVERSION FINISHED -� DRAINAGE _ _ LIMITS OF GRADING SILT FENCE STRAW BALES yt�+ti GRAVEL O VEGETATION SPECIFICATION ® TREE PRESERVATION STOCKPILED SOIL Please indicate north by completing the arrow below. _N-:j� PROJECT LOCATION BUILDER �Lkx) 6 SC? � OWNER WORKSHEET COMPLETED BY Q j DATE 5 / EROSION CONTROL PLAN CHECKLIST `o b � Check (./) appropriate boxes below, and complete the site diagram with necessary information. 4 A = Site Characteristics 11 North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. 1� ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. gradient and direction of slopes after final grading Approximate ra APP 9 P 9 9 Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices f t emp o rary soil sto ❑ Location o f po ry p iles. g p Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of gravel access drive(s). Note: Gravel drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre- vent eroded soil from leaving the site. ❑ L Location of sediment barriers around on -site storm sewer inlets. 1_ ❑ C Location of diversions. 1 ` Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ❑ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). iv r sions, Such p ractices include maintaining existing vegetation, e Note: Suc p g g g , lacement of additional sediment fences, d p and re- vegetation by sodding or by seeding with use of erosion control mats. ❑ Location of practices that will control erosion in areas of concentrated runoff flow. Note. Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year -round flow.) ❑ Location of other planned practices not already noted. I i a c� Indicate management strategy by checking (✓) the appropriate box: a, = o Management Strategies ❑ ell Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1st and September 15th), or by other cover, such as tarping or mulching. r Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). i Indicate re- vegetation method: Seed ❑ Sod ❑ Other ❑ Expected date of permanent re- vegetation: Re- vegetation responsibility of: Builder ❑ Owner /Buyer ❑ 'f 1b temporary seeding or wulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes ❑ No ❑ ❑ Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. ❑ Trapping sediment during dewatering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. t j Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. - Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. - Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). E - All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. f - All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. f - Gravel access drives will be maintained throughout construction. I - All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. i l For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, j the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for i Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266 -3558. I Erosion Control for Home Builders (GWQ001) can be ordered through Cooperative Extension Publications, 608/262 -3346 or the Department of Industry, Labor and Human Relations, 608/267 -9360. , l EROSION CONTROL REGULATIONS UNIFORM DWELLING CODE (DILHR) PROJECTS AFFECTED MAINTENANCE AND WASTE DISPOSAL • All new 1 and 2 family dwellings in Wisconsin started • Sediment controls must be maintained until the site is on or after December 1, 1992, stabilized by mulching and seeding, sodding or • Additions to dwellings built after June 1, 1980. landscaping APPLICATION PROCESS • All building waste must be properly disposed to pre- vent pollutants and debris from being carried off -site • Erosion control plan must be submitted with building permit application to the local building inspector in ENFORCEMENT communities where the dwelling code is enforced • Erosion control inspections will be made during other • Erosion control plan must show: regular inspections (footing and foundation, rough con - `Location of the dwelling, other buildings, wells, sur- struction, final, etc.) face waters and disposal systems on the site with • Violations must be corrected within 72 hours respect to property lines • Stop work orders may be issued for noncompliance — Direction of all slopes on the site FOR MORE INFORMATION, CONTACT — Location and type of erosion control measures • Local building inspector CONTROLS REQUIRED • Department of Industry, Labor and Human Relations • Silt fences or straw bales along downslope sides and side (DILHR), Safety and Buildings Division, P.O. Box slopes 7969, Madison, Wisconsin 53707, (608) 267 -5113. • Gravel access drive • Straw bales, filter fabric fences or other barriers to protect on -site sewer inlets • Additional controls if needed for steep slopes or other special conditions STORMWATER PERMIT (DNR) PROJECTS AFFECTED — Proposed erosion and storm water pollution control • Any construction project that disturbs 5 acres or more practices during and after construction • Smaller sites that are part of a planned development — Documentation that an erosion control and storm involving 5 acres or more of land disturbance water management plan which meets DNR standards • Effective October 1, 1992 for any new or continuing has been prepared (plan does not need to be submit - project ted with the application) • Exceptions: Indian tribal lands and work done by local —Other information related to site location and per - government staff mit holder APPLICATION PROCESS CONTROLS REQUIRED • File a "notice of intent" application (Form #3400 -161) • Erosion control measures specified in the Wisconsin with the Department of Natural Resources (DNR) 30 Construction Site Best Management Practice Handbook days before construction begins • Measures to control storm water after construction • Application must include: FOR MORE INFORMATION, CONTACT — Timetable for land disturbing activities and installa- • Department of Natural Resources, Storm Water Per - tion of erosion control measures including project mits, P.O. 7921, Madison, WI 53707 -7921, (608) start and completion dates 266 -7078 LOCAL ORDINANCES Check with your county, and city, village or town for any local erosion control ordinances including shoreland zoning requirements. Except for new 1 & 2 family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. A publication of the University of Wisconsin- Extension, in cooperation with the Wisconsin Department of Natural Resources and Depart- ment of Industry, Labor & Human Relations, Ron Struss, UWEX Water Quality Specialist, Western Area, and Carolyn D. Johnson, UWEX Water Quality Specialist, Southeast Area. University of wain- Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX requirements. GW0001A Standard Erosion Control Plan for 1 & 2 Family Drivelling Construction Sites 1-4)6- 93- 15101-10- -S p PAGE_OF_ NAME: Cud LOT# Z LEGAL DESCRIPTION :SCI /4AO/4,S[� _&N,R,LE(or)Q SCALE: I "= 1 �,m (ELEVATION: 100. O BM I DESCRIPTION: - ,}v P o l Do c 2 BM 2 ELEVATION: !?5 • l BM 2 DESCRIPTION: 4c i p 04 / ,Occ Q; p z SYSTEM ELEVATION: 4 V �� o : ` l c�:v r 90. C o SYSTEM TYPE: �^n 9 i 0 G y Z A ` C" 4v I V W A l � v y i SIGNATURE DATE: 0 V 0 O r c �= Lg c. a r LU W ♦ N �yl ~ S �' •L D • Q � �1213nN1 - � �� t LO � CN Z z :� �/ 10 � `i f v Q � ^ G W t �0 a 0 Vftcoasin Department of Commerce SOIL EVALUATION REPORT Page / Of Division of Safety and Buildings in accordartm with Comm 85, Wis. Adm. Code CtneAy ' must {Q l 1/2 x 11 inches in size• Ptah Attach oompteAe ails plot on pe�perrot lass than 8 rdi�rsrtos point (BM), direction and Parcel I.D. include. but not NrrtYad la vertical and horizorNal percent slope, scale or dimensions, north and, nearest road. pf"S prkd as If �0 3 Personal kdoimetion you prow nwy � pwpores (PrivseY 1s.M p) (MY Property Owner APR 4 20 0 3 L°ca Lot S f 1/4.(�c 114 S �� T z N R / E (or)* GovL Prey owners Address # Blom subs. N+�tte ar e 70 Z(o 1 �` zar Z . h Stole ❑ CKy 0 CR Town Neared Road Cky - i" I l � ' 2- ( ) rr e EA' New Con mmoon Lhw W Residential I Nu nber of bedrooms . - Code derived design flow rate �/ iZ 16 Cr G GPD ❑ Replacement (] Public or tram ' Oe�ibe: Parent material 6 fW a. 5 I, �Z / V, � i h boa Pla . it appNcable .� / ft Generalconitrtents Sys {Pm -e /e a. ivp �/� o U c Jam/ FQ, Sys��'yt�° 5 • b Q q-D Su and naxxrynendahwls: ' & w-e rc �Civnc -� �✓� 1-� ►10 e r�o�c Fca� ZNeaE Sh�c .e s— i no QPCQ6k Fea -kw o Boring# Q pit Ground surface elev. ZZ � ft Dep 10 • Sol Appkadon Rye Horizon Depth Dominant Color Redox DescrtpRion Texture Structure Consistence Boundary Roots GPDXF in. Mursell tau. Sz. Cont. Color Gr. Sz. Sh. 'EW1 `EfF#2 rn�r 6 L qyyL -m 0 pit in. cara,xtd surface elev. �,2� 8. Depth m g �r —.�� -- soli Role Horimn Depth. DW*MttColor RedoxDeemiption Texture ShKbXe CvnsbUW Bounder Roots GPDffg in. Mutsell tau. Sz- Cont. Color Gr. Sz. Sh. `E 1 'EW 1 0 - 2 - 1 312 _ 5.`� z M—s-b L S r Vn, E*jmtt #1= BW .> 30 < 220 mg& and TSS >30 < 150 mg& ' Eftjw t 1f2, = BW < 3o.nV end TSS <_ 3o nig& M Nance (Please Print CST Number fct G�/t,vw�9► - Z 3 C Address Dole Conducted Telaplone Ntenben oil 3 � &T L/ - cs 3 71 - 2117 - eAO GC Parcel ID # -- Page of property Owner soft# Boft 93, ,t S Rate Pit t3rand s�xfMO Slav ----- ( DQf Horizon Depth Oanir�art Redox Dswrlptloo Texture sbucluns Cotrsislenoe BoundarY Rafts Nu. Mulled Qu. Sz. Cant. Color Cr. Sz. Sh. 'Ef�i 'EMulled Z,n C 5 Sic; Zrr� rrv� i2 I _ t S 3 _ - GS m r F -1 �9 # ❑pit i;rrouurrdsurface elev. IL Depth b tirni<r� factor in. So1 Rr� Horizon Depth Darrirrerrt Color Redox Description Ted" StrurcWra Horizon Consis�rCe Boundary Roots GPDIfP in. Mum flu. Sz. Cart. Color Gr. Sz. Sh. 'E'Ritt t 'ElM2 2.EEi # Ground suftea elev. ft. Depth to linAM f clw F P in. Soi App11qqqqp Rate Horizon Depth Dorninre t Color Redox Description Texture Structure Corusieieruoe Bauaxlary Rao lo, Munsell Au. Sz. Cart. Color Gr. Sz. Sh. *M1 TIM EVueat #1= BOD 30:S 220 a*& and TSS >305 150 M91L ` Erik 22 = BOD,:S 30 wg1L and TSS = 30 M91L The Deparmtent 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 6W266 -3151 or TTy 608- 264-8777. se"30M.W180► p PAGE -5 OF� NAME: C'vc c1 LOT# Z. LEGAL DESCRIPTION :SG1 /4 /4,S( T Zf,N,R,_ZtE(or)Q SCALE: 1 yc fm1ELEVATION: 1 rn F BM 1 DESCRIPTION: ,}v �l 0 4 - l Dv c C' ' BM 2 ELEVATION: S 6 0 � BM 2 DESCRIPTION: 4tip of SYSTEM ELEVATION: 90 SYSTEM TYPE: c o.aM Z 3-0 I t I 9 i S/a r c ' SS o 'y I 1 .f r f SIGNATURE �� �' DATE: r PAGE- OF-NAME: LOT# LEGAL DESCRIPTION: _1 /4_1 /4,S_T ,NP E(or)W SCALE: I"= ELEVATION: BM 1 DESCRIPTION: BM 2 ELEVATION: BM 2 DESCRIPTION: SYSTEM ELEVATION: SYSTEM TYPE: �u ( o q� p ` J 3( i 3 Cry ss SIGNATURE: DATE: V L• A X � H • ' 0 ,91sconsin Department of Commerce SOIL EVALUATION REPORT Page _ l of 3 Division of Safety and Buildings in atxxmdartre with Comm 85, Wis. Adm. Code County -C / Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must 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. Please print all Information. Review Data Personal information you provide may be used for 4 (t) (m)). Property Owner Location 1 Q F��d � 4z Lot 114 (/ 1l4 N R E (or� Property Owner's Mailing Address Block # Subd. Nam or CSM#� P0- o Z city State zip Code Phon ZONING OFFICE C ti ' ❑ Village ®Town Nearest Road ® New Construction Use: [2 Residential / Number of bedrooms 3 — y Code derived design flow rate y ��o� y _ GPD C3 Replacement C] Public or commercial - Describe: Parent material t' I' Flood Plain elevation if applicable , ell ft General comments Sys i ejeV . / / DD ' ( �/ O and recommendations: (� Carl�ur e(ei)• / 51 Boring # Boring p� a ® Pit Ground stirface elev. 7 7' ft. Depth to limiting factor in. Sol A Rate Horizon LD epth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsefl Qu. Sz. Cant Color / Gr. Sz. Sh. 'Eff#1 - Efl#2 / 1 `_ S/ . M a e 3 z? - ( ,o 7s Boring # F1 Boring qe,� pit Ground surface elev. ,7 v ft. Depth b limiting factor Z� in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z S -L /a `/ S,•r z ?, — v- 7S / l . G m e- ' Effluent #1 = BOD > 30 220 mgA. and TSS >30 150 mg& ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mglL lure CST Name (Please Print) CST Number Q Address Date Evaluation Conducted Telephone Number �/ 3 O% . �,,. 1e �. t.✓l Sva z S - /G _G - 0 I Property Owner �-�� Parcel ID # _ Page of Boring # ❑ Boring p Pit Ground surface elev. l�i�� ft. Depth limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tF In. Munsel Ou. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 - 'Ef##2 I mat H'► �• - el v� S� • �l F-1 Boring # ❑ Boring ❑ Pit 1` ro und surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eft#2 F-1 Boring # E] ❑ Pit Ground surface elev. 8. Depth to limiting Boring limiting factor— in. Sol ica#w Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent 0 = BOD 30:S220 mglL and TSS >30:S 150 mg1L *.Effluent #2 = BOD < 30 mg/L and TSS <_ 30 mglL 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- 2648777. sao-s;w (a.mioo) �. PAGE 3 OF_.-? NA l erl err LOT# A" LEGAL DESCRIPTION - X A 4 .S fl T 2 8 N R E(or� SCALE: I"= BM I ELEVATION /� O BM I DESCRIPTION 460 a4 l e f BM 2 ELEVATION qfr. --� o BM 2 DESCRIPTION 4r P a I N Jc IQ i (J SYSTEM ELEVATION 99 SYSTEM TYPE YYI OJ AA CONTOUR ELEVATION R3 t e. �F a 41 U SIGNATURE DATE ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer - �'(,� &D 1Q�Df�i -tea co,_3tt Mailing Address h(/4 rt x ,4C,t r I'U/ Property Address 359 010 RCA 5S (Verification required from Planning Department for new construction) City /State Parcel Identification Number b - L Z /aS0 oo� LEGAL DESCRIPTION Property Location AJ( ' /,, Nw '/4, Sec. N -R_L 0 W, Town of InOV 61 K Subdivision , Lot # . Certified Survey Map # 4 {Z _ , Volume Page # Warranty Deed # _ ,74 6 ? 7 -7 , Volume Z � /� , Page # �30 Spec housed yes ❑ no Lot lines identifiable * 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 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiratio date. SIGNA OF PPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of m) (our) knowledge. I (we) am (are) the owner(s) of the property described above, byvirtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF AP LICANT / DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed � D Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567 -P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms Desi n Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) I Z !;'-0 Soil Absorption Component Size (ft Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) ( Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedul t Septic Tank Inspect and/or service one every 3 years Outlet Filter Inspect once a year and clean a nce every 3 years d Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the , ti Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. PI, 9 _71�_- --� ►� [ S co ns c 2 6+ 6 7�5_ b 7 C O X 6 7 , K'7 3 1J IJ 2 115 P 13 0 706377 STATE BAR OF WISCONSIN FORM 1 — 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., NI Document Number RECEIVED FOR RECORD This Deed, made between Lenertz Farms. Inc. , Grantor, and 01/20/2003 09:00AN Cudd Brothers Construction Ca jsGrantee. Grantor, for a valuable consideration conveys to Grantee the following EXEMPT t described real estate in St. Croix County State of REC FEE t 11.00 Wisconsin (the "Property"): TRANS FEE: 132.00 COPY FEE: CERT COPY FEE: PAGES: 1 Recording Area Name and Return Address Q ( 022 1050 50 000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Lot 2, Certified Survey Map filed in Vol. 16, Page 4434 as Document No. 704264 located in Part of the SW % of the part of the NW '/4 of the NE % in Section 18, T28 N, R 18W, Town of Kinnickinnic, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this _ d2yof Janua 3. (SEAL) (SEAL) ,In . (SEAL) (SEAL) AUiNEA*ftj WTZINA ACKNOWLEDGMENT NOTARY PUBLIC Signature(s) STATE OF WISCONSIN State of Wisconsin, as. St. Croix County authenticated this day of Personally came before me this day of January, 2003 the above named Frederick enertz as President to me known to be the person who executed the foregoing instrument TITLE: MEMBER STATE BAR OF WISCONSIN and acknowledge the same. (if not, row authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of isc Coldwell Banker Burnet 1301 Coulee Road My commission's permanent. (If not, state expiration date: Hudson, WI 54016 6y ) 2 -54228 (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signing in any capacity must be typed or printed below their signature. CERTIFIED SURVEY NIAP PREPARED FOR LOCATED IN PART OF THE SW1 /4 OF THE NE1 /4, AND PART FREDERICK LENERTZ OF THE NW1 /4 OF THE NE1 /4 IN SECTION 18, T204, R18W, 220 LIVESTOCK TOWN OF KINNICKINNIC, ST CROIX COUNTY, WISCONSIN. EXCHANGE BUILDING NOTE: DRAINAGE EASEMENT SHOWN ST. PAUL, MN ' 55075 HEREON IS CREATED TO MAINTAIN EXISTING SURFACE Z DRAINAGE. IT IS THE o SURVEYOR RESPONSIBILITY OF LOT OWNER TO STABILIZE AND MAINTAIN ACCESS EASEMENT RECORDED IN A ui (� THOMAS M. HEALY VOL. , PG. & N LAND SURVEYING, INC. APPROPRIATE VEGETATION ON — -n z 2920 ENLOE STREET SAID EASEMENT. - m HUDSON, WI 5'4016 ���LA77E© LANDS z SE SHEET 3 FOR _ _ _ m DRAINAGE/PONDING 30' — "" 1 Ni /4 COR, DIMENSIONS �' 3 "E 2�8 N85 °19'04 "E 540.64' "' (� SEC. 18 g9°2� 3 Z LOT 4 j o f ♦ N (J 3.746 ACRES 0 (.163,186 SO. FT.) INC. R/• • . • • .. •• n N co f C Z N _ 1 3.188 ACRES o y Ut P ,,, LOT 3 W N v (138,887 SO. FT.) EXC. R/ o W NW1 / 4 OF THE NE1 14 0 4.474 ACRES - ° '` N ® m SW 1 /4 0FTHE NE1 /4 '_ _ ' 0 — (194,907 SO. FT.) 0 Q INC. R/W ' CA 4.174 ACRES • . ` / / I I ' W (181,807 80. FT.) V EXC. RNV / c c It (� c •� '� / -n m ` _` •.\: •�, j SEE DETAIL 8 ��� �S .�•••� .� ON SHEET 2 m n 74 7 ' ��o Sgt M 2p N so ' 60, SCALE IN FEET 1" 200' C LOT S 2 : • a 8 , I h 3.651 ACRE$ 200 0 200 (159,020 S0. FT.)* 0 z °D g INC. R/W : � o '' di ' a z / �/ ' N @a `�" ry 3.047 ACRES �� �/ h (132,722 S0. FT.) o�� ' a yi Qo / SCION ( I EXC' 92� It/ N N L/ THO N Z Lo I o_ 02• X30, D 546 m > h LOT 1 :' 50.0 HUDSON, Q' ° ;u m 3.513 ACRES • �' 60. �I' W ( ! � C m r^ Z (153,030 SO. FT.) 3 C> V m INC. R/W & R� z 3.088 ACRES , y cn A (134 ,507 S O. FT.) �a4 ��g 42' LEGEND °o om ° EXC.RAN Lz o 0 SOUTH LINE OF THE v FOUND ALUMINUM ST. CROIX COUNTY � Z 1 / O T HE NE1 /4 SEC110N CORNER MONUMENT Ri °D m 301.82' • i� » If - SET 1 OUTSIDE DIAMETER BY 18 LONG IRON Z ON N88 0 29'25 "W 356 .22' 0 PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT 09 c,� N UNPL I TED 92 BUILDING SETBACK LINE �� - ----- so,/ ••�•••••••••••••• (100' FROM RIGHT –OF –WAY) I z LANDS DRAINAGE/PONDING EASEMENT S1/4 COR. (SEE PAGE 3 FOR DIMENSIONS) SEC. 18 • FOUND 2» OUTSIDE DIAMETER IRON PIPE / --/ PROPOSED DRIVEWAY THIS INSTRUMENT DRAFTED BY: WILLIAM KANE :N JOB NO. 6000 -13 DATE: 09/17/2002 REVISED 12/13/2002 SHEET 1 OF 4 SHEETS CERTIFIED SURVEY MAP LOCATED IN PART OF THE SWt /4 OF THE NE1 /4, AND PART OF THE NWI /4 OF THE NE1/4 IN SECTION 18, T28N, R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: SURVEYOR: FREDERICK LENERTZ THOMAS M. HEALY 220 LIVESTOCK S & N LAND SURVEYING, INC. EXCHANGE BUILDING 2920 ENLOE STREET ST. PAUL, MN 55075 HUDSON, WI 54016 Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot siie, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Kinnickinnic for advice. LOT 4 O � / 40 0 q j.0 S �\ I & A � 0 r S I . �� y I LOT 3 m e� �y,�' �� 1 \ S0, ® •i o �, i DETAIL NOT TO SCALE CURVE DATA TABLE (ALL LENGTHS ARE IN FEET) Curve Radius Central Chord Chord Arc Tangent Bearings Number Length Angle Bearing Length Length Tangent in Tangent out 1 -4 572.96 66'04'48" S5745'41 "W 624.78 660.80 N89'1 1'55 "W S24'43'17 "W 1 -2 572.96 46'29'12" S67'33'29 "W 452.22 464.87 N89'11'55 "W S44'1 8'53 "W 3 -2 572.96 06'36'13" N41'00'46.5 "E 66.00 66.03 N37'42'40 "E N44'1 8'53 "E 3 -4 572.96 12'59'23" S31'1 2'58.5"W 129.62 129.90 S37'42'40 "W S24'43'1 7 "W 5 -8 622.96 65'58'05" S57'42'1 9.5 "W 678.28 717.25 N89'1 8'38"W S2443'1 7"W 5 -6 622.96 46'38'24" S67'22'10 "W 4493.21 507.10 N89'18'38 "W S44'02'58 "W 6 -7 622.96 06'04'23" S41 1)0'46.5"W 66.00 66.03 S44'02'58 "W S37'58'35 "W 7 -8 622.96 13'15'18" S31'20'56 "W 143.80 144.12 S37'58'35 "W S24'43'17 "W 9 -10 233.00 45'14'52" S26'21'47 "E 179.26 184.01 S03'44'21 "E S48'59'1 3 "E 11 -12 167.00 45'14'52" N26'21'47 "W 128.48 131.88 N48'59'13 "W NO3'44'21 "W 9 L OiV THO ' S . $* H ` 546 UDSON, WI �Q THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6000 -13 DATE: 09/17/2002 REVISED 12/13/2002 SHEET 2 OF 4 SHEETS CERTIFIED SURVEY MAP PREPARED FOR LOCATED IN PART OF THE SW1 /4 OF THE NE1 /4„ AND FREDERICK LENERTZ PART OF THE NWi 4 OF THE NE1 /4 IN SECTION 18. 220 LIVESTOCK T28N, R18W, TOM OF KINNICKINNIC, ST. CROIX EXCHANGE BUILDING COUNTY. WISCONSIN. ST. PAUL, MN 55075 SURVEYOR: DRAINAGE /PONDING EASEMENT THOMAS M. HEALY S do N LAND SURVEYING, INC. 2920 ENLOE STREET HUDSON, WI - 54016 LOT 4 LOT 3 s � � ssrrso8 ' 1 84°03'35 "E \' t •:^ n `•-PONDING s- O 1_ t : . !`SS9p S . F... CHORD = :.':�:: ': ' W �i �S9�ti �...... 3r) oi: :... ; .. S50 °06'59 �;. 131.65' to a s� ? Y::Q . r 1946',7, E 4& Sp, ;u So- ., � SO SS LOT 2 t e 3 60 � A D Lo s . i THCI ° ;o m 24 LY ° z m �u� 2F 546 m ''' ;o LOT 1 �`�� b�D2p� ` HUDSON, Q m m WI �0� No c N82°4 83.02' �1 �`' r.: O v- U w ```v� Z .. ..... ri po m 25`31:`•;::•'•::'•':':::: SCALE IN FEET 1" = 200' : r y ... ::PONDING 200 0 200 9� Sp. / LEGEND r ' • ... DRAINAGE /PONDING EASEMENT THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6000 -13 DATE: 09/17/2002 REVISED 12/13/2002 SHEET 3 OF 4 SHEETS CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1 /4 OF THE NE1 /4, AND PART OF THE NWt /4 OF THE NE1 /4 IN SECTION 18, T28N, R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, PREPARED FOR: WISCONSIN. SURVEYOR: FREDERICK LENERTZ THOMAS M. HEALY 220 LIVESTOCK S & N LAND SURVEYING, INC. EXCHANGE BUILDING 2920 ENLOE STREET ST. PAUL, MN 55075 HUDSON, WI 54016 SURVEYOR'S CERTIFICATE I, Thomas M. Healy, Registered Wisconsin Land Surveyor, hereby certify. That I have surveyed, divided and mapped that part of the Southwest Quarter of the Northeast Quarter and part of the Northwest Quarter of the Northeast Quarter; Section 18, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, described as follows: Commencing at the north quarter corner of said Section 18; thence South 00 degrees 31 minutes 57 seconds East, assumed bearing, along the north —south quarter line of said Section 18, a distance of 2575.23 feet to the Southwest corner of said Southwest Quarter of the Northeast Quarter and the point of beginning; thence North 00 degrees 31 minutes 57 seconds West, along said quarter line, a distance of 126.25 feet;, thence North 32 degrees 26 minutes 59 seconds East, a distance of 949.59 feet; thence North 58 degrees 01 minute 55 seconds West, a distance of 165.77 feet; thence North 10 degrees 00 minutes 15 seconds East, a distance of 394.53 feet; thence North 69 degrees 27 minutes 33 seconds East, a distance of 278.30 feet; thence South 03 degrees 44 minutes 21 seconds East, a distance of 277.23 feet; thence southeasterly, a distance of 184.01 feet, along a tangential curve, concave to the east, having a radius of 233.00 feet, a central angle of 45 degrees'14 minutes 52 seconds, a chord bearing of South 26 degrees 21 minutes 47 seconds East, and a chord distance of 179.26 feet, thence South 48 degrees 59 minutes 13 seconds East, tangent to said curve, a distance of 68.15 feet to the centerline: of County Trunk Highway "SS "; thence northeasterly, along said centerline, a distance of 66.03 feet, along a non — tangential curve, concave to the southeast, having a radius of 572.96 feet, a central angle of 06 degrees 36 minutes 13 seconds, a chord bearing of North 41 degrees 00 minutes 46.5 seconds East, and a chord distance of 66.00 feet; thence North 48 degrees 59 minutes 13 seconds West, not tangent to said curve, a distance of 68.15 feet; thence northwesterly, a distance of 131.88 feet, along a tangential curve, concave to the east, having a radius of 167.00 feet, a central angle of 45 degrees 14 minutes 52 seconds, a chord bearing of North 26 degrees 21 minutes 47 seconds West, and a chord distance of 128.48 feet, thence North 03 degrees 44 minutes 21 seconds West, a distance of 231.72 feet; thence North 85 degrees 19 minutes 04 seconds East, a distance of 540.64 feet to the east line of said Northwest Quarter of the Northeast Quarter•, thence South 00 degrees 35 minutes 43 seconds East, along said east line and the east line of sold Southwest Quarter of the Northeast Quarter, a distance of 262.58 feet to said centerline of County Trunk Highway "SS "; thence southwesterly, along said centerline, a distance of 660.80 feet, along a non — tangential curve, concave to the southeast, having a radius of 572.96 feet, a central angle of 66 degrees 04 minutes 48 seconds, a chord bearing of South 57 degrees 45 minutes 41 seconds West, and a chord distance of 624.78 feet; thence South 24 degrees 43 minutes 17 seconds West, tangent to said curve, along said centerline, a distance of 1010.69 feet to the south line of said Southwest Quarter of the Northeast Quarter; thence North 88 degrees 29 minutes 25 seconds West, along said south line, a distance of 356.22 feet to the point of beginning. Containing 15.38 acres, more or less. Subject to a roadway easement over under and across that part taken by County Trunk Highway "SS" and all other easements and restrictions of record, if any. That I have made such survey by the direction of Mr. Fred Lenertz, owner of said land. That such is a correct representation of all of the exterior boundaries of the land surveyed and the subdivision thereof made. That I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the subdivision regulations of the Town of Kinnickinnic County, in surveying, dividing and mapping the same. r 4' o v - 721'9 THOMAS M. HEALY g Th omas M. Healy, S -2546 S -2546 Date: December 13, 2002 HUDSON, Q -� WI ti0 S U R v��� ` . �ulnniva�� THIS INSTRUMENT DRAFTED BY: WILLIAM KANE ,� JOB NO. 6000 -13 DATE: 09/17/2002 REVISED 12/13/2002 SHEET 4 OF 4 SHEETS 9 -22 -201 �,-i50AM FROM CUDD BROTHERS CONST 715 425 8053 P.1 ST. CROIX COUNTY WISCONSIN -- ■IIMHIrYU� �� : ZONING OFFICE - ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, Wl 54016 -7710 EROSION CONTROL PLA (715) 386.4680 - Fax (715) 386 -4686 For Lot 2, 358 County SS (Kinnickinnic) - owner(s) Cudd Brothers Construction_ Inc, 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 isnwcE " Comm 21.125 also requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement. 2. Route contaminated runoff into Vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between excavation areas and any drainage ditches or waterways. A diversion may be used to contain runoff on owner's property within the front building setback, but it has to extend far enough north on the lot to keep runoff away from County SS road ditch. 3. If builder /excavator grafts the site to caseate temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and veh.ieks must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps 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-6ud. of each work day. c immediately after installation - do not w topsoil cover over septic stem with seed and mul ch tmm y 5. Stabilize nc op, p y wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass/weg e t ation can get established. Erosion control matting can be applied anytime of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Attached is a detail for temporary diversions. Please feel free to contact me with questions or ask for assistance with erosion & sediment control installation. Prepared by Pamela Quinn. Soil Erosion lmspector #665054 °`v nt of ESC Plan requirements: `^" / _L Owner acknowledgeme /2003