Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
022-1074-95-170
RECEIVED NOV 21 200` ST. CROIX COUNTY ZONING OFFICE EROSION & SEDIMENT CONTROL PLAN Parcel # 26.28.18. vending Site: 1394 Halo Drive, Lot 7 Kinnickinnic Two. — Owner(s) David Soward 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." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. Erosion control is a requirement of the conservation easement recorded for this lot. The Owner is responsible for notifying all contractors performing construction 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: 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 installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. Surface drainage flows northwesterly toward Nye Creek. The proposed septic system is >500 ft. from the 75' setback for the creek's Ordinary High Water Mark according to the Certified Survey Map. 2. Intercept and route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches). Do not allow diverted runoff to be directed into surface water conveyances. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If 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 other products may not be necessary. However, silt fence, straw wattles, or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS or Building inspector may evaluate ESC plan effectiveness and make recommendations to owner 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 workday. 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 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 compjirqce with the ESC Plan. Please feel free to contact me with questions regarding erosion & scdi c0RftZTVf#Uct installation. Prepared by: Ran Yarrington, POWTS Inspector #683 75 Owner acknowledgement of ESC Plan re uirements: /z /2005 3 -I 00 w _ rn Cn Z) cn dl II Q 0 N =3 N orq � fl.. C � I \ • O N � z 0 000• 0 i r+ , O c� CD D m � • o � Q 0 C°7 � D C ►may � . -p 0'q Tl /v 0 C7 i 0 0 O �--,- 7 CD II 111 cD LO O o Q � z O O O - — C� - O 0- � Z _ � o C!J �- D i cn Co Q o CD o 3 i • C II i i • N — I I I I N � 0 v Cal o 1�y� o Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 479471 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holders Name: Village X Township Parcel Tax No: City Soward, David Kinnickinnic, Town of CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: f CC LS-T 26.28.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic J to 60 Benchmark �l Dosing / Alt. BM � � y C oV1 ` � 1 6Z Jt al -t'd� -it n, Bldg. Sewer Holding St/Ht Inlet 9 .1 5 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake OAD Dt Inlet ' J Septic -7Z A -6.' C7 / Dt Bottom C Dosing 7 Z, ' At V7' Header /Man. �+ q 1 Aeration Dist. Pipe 97 - 1 Holding Bot. System Final Grade ` l o t PU /SIP HON INFORMATION Manufacturer Demand St Cover tt 3 �,,�y�� GPM F,' I tr- Cv &V Model Number , - 7 ' I'v Cow�a (— 3 -1 (� TDH Li Friction Loss System Head TDH 3,Ft 7 Forcemain Dia. z 11 Dist. to well SOIL ABSORPTION SYSTEM 3.7 BED/TRENCH Width I Length II No. Of Trenche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS q L/ I SETBACK SYSTEM TO / T P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of ystem: /Z/ 1 /� \ UNIT Model Number. Vystemj DISTRIBUTION SYSTEM T Header/M�an Distr ill 7 C Z� // �/ x Hole Size (/ )t I x Hole Spacing, V(�',�t to Air Intake 'T Pipes) Z Dia L '"'r '5 A " Z, J4 Length Dia, _ Length Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over / Depth Over xx Depth of xx Seeded /Sok xx Mulched Bed/Trench Center ^> Bed/Trench Edges Topsoil I (�1 ` (, No s W No L i A COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: `d / 1 6S In ection #2: Location: 1394 Halo Drive River Falls, WI 54022 (SE 1/4 SE 1/4 26 T28NN' R1 8W) NA Lot 7 Fob Parcel No: 26.28.18. 1.) Alt BM Description = l `� �`���" C.�NG 1� S P10 2.) Bldg sewer length - amount of cover = 142 J . Plan revision Required? Yes No 1 10 Use other side for additional information. 1 _ __ _ _ - - — Date Insepctors Sign ture Cert. No. 9D -6710 (R.3/97) f TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD .CAPACITY CURVE EFFLUENT AND DEWATERING MODEL 1 52/153 w MODEL 152 153 W W 4 50 Feet Meters Col. Liters Col. Liters 5 1.5 69 261 77 291 153 10 3.1 61 231 70 265 12 40 152 15 4.6 53 201 61 231 ° 20 6.1 44 167 52 >q7 U 30 7.6 34 129 42 159 I a 8 30 9.1 23 1 87 33 125 o — — 35 10.7 � — — I 22 85 20 0 11 42 40 12.2 -- -- r 4 Lock Volve: 133, Ft. ( 11. 6m) 44.0 F (13.4m) w4soe 10 0. 20 40 60 _ $0 100. GALLONS 6 1/4 LITERS 0 80 160.: 240 320 3 27/32 1 4 5/8 FLOW PER - MINUTE 3 27/32 APPLICATIONS CONSULT FACTORY FOR SPECIAi. o • Timed dosing panels available. `" 3 27/32 • Electrical altemators, for duplex systems, are available and supplied with 1 an alarm. • Variable level control switches are available for controlling single phase ' systems. • are available for variable Double piggyback. variable. level float switches level long and short cycle controls. ' • Sealed Qwik-Box Available for outdoor installations. See FM1420. • Over 130 (54 °CJ special quotation required. ` I 152M53 Series 12 1/8 152N53 MODELS Con tr I Sele 'on Model Volts-Ph Mode Am Sim lex Du L 5 I/3 N152 115 1 Non 805 1 2 or 3 BN152 115 1 Aub 8.5 Included 2 or 3 i !� ' E152 230 1 Non 4.3 1 2 or 3 BE152 230 .1 Auto 4.3 Inducted 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch Or double piggyback variable level float to 5.3 Inducted 2or3 BE153 23D 1 Au switch. Refer to FM0477. a CAtmoN 2. See FMO712 for correct model of Electrical Attemator E All Installation of controls, protection devices and wiring should be done by.a qualified 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) licensed electrician. A8 electrical and safety codes should be followed including the most or {4) float System. recent National Electric Code (NEC) and the Occupational.Safety and Health Ad {OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL 70r Ro. 80X 16347 _ Louisville, KY 402560347 Manu/aetMM0f.. SHIP T0: 3649 Cane Run Road �r D ® Louisville, KY 40211-1961 Quau TYPLb!!PB r 1ma �. u p r W (502) 778 - 2731.1(800) 928 -PUMP nitipJnvww z oel�er turn PLJ /Y!P M. FAX(502)774-3624 © Copyright 2000 Zoeller Co. All rights reserved. Safety and W Buildings Division County / C/19 I j 201 W a ingto co sin SIO Madis W � Sanitary Permit Number (to be filled in by Co.) (608) ,66 -11 ECE�E/ y Department of Commerce Sanitary Permit Applicat' n State lain I.D. Number ., In accord with Comm 83.21, Wis. Adm. Code, personal informa on you provide '' O(f t, maybe used for secondary purposes Privacy Law, s15. (I)(- 7 Pro; ct Address (if different than mailing address) C . / l I. Application Information — Please Print All Information ONING OFFICE Y / 3? { � / 11W6 A"d Property O s Name rcel # Lot # Block # Lr - L7 / C.L /WV Property Owner's Mailing Address 1 Q� Property Location /� � - y, �� ' /., Section City, State Zip Code Phone Number _a ���a3 T q r =:-= IL T pe of Building (check all that apply) 01__ 064 P A . A_ 5 v vvv� Subdivision Name CSlvl Number r 2 Family Dwelling —Number of Bedrooms G! ?65&,6 ❑ Public /Commercial — Describe Use ✓�I 0 � 3 ❑Ci❑Villag ownship o A. El State Owned — DescribeUse g �7y Ma0 LA. c- `�� ty_ III. Type of ermit: (Check only one box on line A. Complete line B if applicable) A ' tp< System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System List Previous Permit Number and Date Issued B. El Permit Renewal El Permit Revision El Change of El Permit Transfer to New Before Expiration Plumber Owner IV. Type of POWTS System: Check all that a I ❑ Non — Pressurized In- Ground El Mound > 24 in. of suitable soil ound < 24 in. of suitable soil ❑ At -Grade (I Single Pass Sand Filter El Constructed Wetland El Pressurized In- Ground ❑ Holding T nk El Peat Filter El Aerobic Treatment Unit ❑ Recircul and Filter Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpds Dispersal Area Required Dispersal Area Propose System Elevation 7 d ✓ o. �7 J 8 �� 7 J 19 P � VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New I Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement I, the undersigUM assume responsibility for installation of the POWTS shown on the attached plans. PI be 's Name (Print) Plumber' ature MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, Zi de) l vU IP A VIII. Conn /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issuing 101 iature (N pproved ❑ D' rove Surcharge Fee) Y�' Z /? Owner eason for ial ! DU J 16 IX. Conditions of pproval/Reasons for Disapproval SYSTEM OWNER: 1. Septic Mink, effluent filter and dispersal cell must all be services / maintained as per management plan provided by plumber. 2. All seft ack requirements must be maintained ai per appkable code / oMinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x I1 inches in size SBD -6398 (R. 01/03) f1314Wt-'M3T2'vZ ve"*14'"..111up.�A, A:�t, PA PLOT PLAN .PROJECT David Soward ADDRESS 443 Vallev View Rd Roberts Wi 54023 SE 1/4 SE 1 /4S 26 /T 28 N/R 18 W TOWN Kinnickinnic COUNTY ST. CROIX SYSTEM ELEVATION 97.8' 1.5' sand lift BEDROOM 5 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXXX SEPTIC TANK SIZE 1600 gallons LIFT TANK SIZE DOSE TANK SIZE 1362 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 752 # of chambers none BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark Property Line (not scale) Scale = 1/4" = 10' Please note: this lot line setbacks were based on what owner told To halo drive Shaun Bird, Lot lines will be verified and surveyed prior to installation Property Line (not to scale) Pro 5 Bedroom House Well is to meet all setbacks found in Comm. 83 Grading is to be done to divert run -off away from system Huffcutt Combo Tank Tank is to be properly bedded and provided with lockdown covers with 13- approved warning labels 96.5' 96.3' ❑ rea 15' below ❑ B9 n B is to remain 4% undisturbed Slope K BA. * Alt.B.M. is top of 1" pipe @ 95.3' Property Line (not to scat PLOT PLAN .PROJECT David Soward ADDRESS 443 Vallev View Rd Roberts Wi 54023 SE 1/4 SE 1 /4S 26 /T 28 N/R 18 W TOWN Kinnickinnic COUNTY ST. CROIX SYSTEM ELEVATION 97.8' 1.5' sand lift BEDROOM 5 CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XX)OC SEPTIC TANK SIZE 1600 gallons LIFT TANK SIZE DOSE TANK SIZE 1362 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 752 # of chambers none BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100° Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark Property Line (not scale) Scale = 1/4 = 1 Please note: this lot line setbacks To halo drive were based on what owner told Shaun Bird, Lot lines will be verified and surveyed prior to installation Property Line (not to scale) Pro 5 Bedroom House Well is to meet all setbacks found in Comm. 83 Grading is to be done to divert run -off away from system Huffcutt Combo Tank Tank is to be properly bedded and provided with lockdown covers with B-1 approved warning labels O 96.5' 96.3' ❑ 95.5 Area 15' below � B B-2 system is to remain 4% undisturbed Slope B. M. * Alt.B.M. is top of 1 " p ipe @ 95.3' Property Line (not to scat I Safety and Buildings 4003 N KINNEY COULEE RD commerceml.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i sco n s i n www•commerce.wi.gov /sb/ It www.wisconsin.gov rtment of Commerce Jim Doyle, Governor Ma P. Burke Secretary ry August 23, 2005 CUST ID No. 226900 ATTN. POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/23/2007 Identification Numbers Transaction ID No. 1187393 SITE: Site ID No. 703287 David Soward Please refer to both identification numbers, Halo Drive above, in all correspondence with the agenc Town of Kinnickinnic St Croix County SETA, SETA, S26, T28N, R18W FOR: Description: Proposed Five Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1034918 Maintenance required; 750 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 101); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. 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 approved plans, and the "Mound Component .Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691- P(N.O1 /O1). ' • The pressure network is to be constructed in accordance with publications SBD- 10706- P(NO1 /O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)" • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the POWTS 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. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. 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. • Comm 83.22(7) - A copy of the approved plans, - specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which ni include local inspectors. 0. t�l r T S. COndiii 11ally SHAUN R BIRD Page 2 8/23/2005 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246- 4516�� . ' 5 2005 Date: 8/11/05 AUG 1 t r� Owner: David Soward��� Location:SE1 /4 SE1 /4 S26 T28 N,R18W Pro Lot Halo Drive Kinnickinnic 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. Maintance and Conti cy plan 9 -11. Soil test � o N 1 MEItCE pt T OF C GS Shaun Bird pEFARTMF T Al D SUILDIN 1 5 tQN 9F Si natur °I 9 e License number 22 00 SEE coRRES N1 - Designer No Date Non -Woven Filter Fabric 4" Observation Pipe Perforated ,Distribution. Pipe Below Filter Fabric ASTK C -33 Sand -� G (0 Topsoil _ ___-� i E �F I ed Ot; 2 Force Hain fowe d B ! 2 a er L y Drain Rock From Fump � Cress Section of A 1, S stem usin F cb S A Bed For The Absorption Area 0 A ,, 7 �' Ft. 6 r Ft. I a�* Ft.- j , 0 Ft. K Ft. _ L Ft. r` W'Al Ft, 74 L 4 'Observation Pipe --,\ , K A j Force Main -- - - - - -- - - - - -- ----- - - - - -- From Pump C i • �" o lion Bed Of / — 2 '2 0 Distribu Pipe Drain RocK I \ .4 Observ Pipe = .c � Permanent Marker i pG o►- Rods Pion View Of Mound Using A Bed For The Absor ti An Area PAGE,_ _..PF P G •fora!ed Pict Oet" 1 End Vier (Perforafta y ' PVC P,pe t .00 a � C A Kofes LOC41e4 On fic"Orn, Are EquoeY $poaea C�>r4� Z7t,Qfr III T !✓ Q f ,( y�v C PvC Force Moir f n glRST 1lOLL nICK'P to CartAtC�'o PVC Manifold Pioe L Silt a�fa Oiswr;oua�an ,n Pipe Distr P ipe Layout P Ft. X 7 I nches Y Inches Signed: Hole Diameter - 3:1- Inch Lateral Z Inch(es) License Number: Manifold 2 - Inches Date:. Force Main 7!— Inches of holes /pipe Invert Elevation of Lateral Jd Ft. =GN �,ND SPECK ICATIONS SEPTIC 'f AI�K Put CI.RMR� CRASS 5£CT. v£a TH£RPP -0 1 APPROVED r�tN" A130 GE ��} RAD C•fi ;flip $flX MANHOLE COVER 4 „ C` yy.NT FIPE I dINBfl WITH CON DU W1 FADLOCx 6 rROM DOOR. WARNING LABEL AIR ;idTAiCE � 1 PINS =-;.D E U *Ai 1i• Iii- 3 s . INLET GAS vFROAtED LS TIGHT j `, jaIias WITH AT£R TIGHT SEA Ste' i' tiLl i APPRWED PIPE _ 3* OW Fii.1€.R 8 ON SOLID SOIL p�pP3ED C s FF SOIL pt#2fP OFF ELEV - ---- D u APP ROVED BEDDING UNDER TANK � Z 7 - C ONCRETE PAD 3 � SPEC II' ZCATZ C}NS r / I+IBE DOSES P£R DAY DOSE u.f� S GP f ' - �Il 2 EPTSC / i>45E Y ouimE IN C D / 7 TANK HAt� UFACTURER : F L Oy,�gpCK : f 6 (S GAi.. SEPTIC /,2 GAL - 1 ZN�fiES TANK SIZES-. DOSE 1 —+"'" `� ' ' _ GAL . C APACITIES: �xTxES= A s = ^ 2 INCHES . ---- -- yNrJFACRER;� 1/ �' C - A',,.8 ar.... M xunBrR': - S i„ e r INC HES = �-- -- SWITCH g'YFE - C pDt4 MA FAOg►RER = _ ��iv /' I y Hg 16.23 idAC N HODEL K Wx RZNG AS PER SST ;q'CH '�''t S � o - /GP�t PuriP £ ''31'AR gIP£ U FEE? DISC RSaE R-+bTE D I STR I I3 T I _ £T R'SQUIRF. pU�4P pFF AND _ - - ICTION FACTO _ >' �s.= C£ OETNEEN FR • y /fE ET SUR - vEgTICAL NETWOO SUPPLY 2 , q;T /100 �D`fAL i?YN�I£ g � r . M'� -- F£ET FORC£MA�# � ell DIAMETE IDTPi �.�.— LEN `J " IN-MB IAL D 11MENSION ?TJ t4F TAH3C - LT' ID D AT£ SIGPtED _ f88 W W HEAD CAPACITY CURVE TOTAL DYNAMIC HEAD /CAPACITY 3 7/8 � PER MINUTE MODELS "140/4140 EFFLUENT AND DEWATERING Ft. Meters Gal. Ltrs. 14 45 5 152 91 344 37/3 10 3.05 84 318 + —�- 15 4.57 76 288 12 1 40,41 40 20 6 -10 68 257 + i/2 - it 1/2 WT 35 25 7.62 59 223 10 30 9.14 49 185 35 10.67 38 144 40 12.19 21 79 8 25 45 13.72 5 19 12 5/8 Q t.otk VdvG 46' = 6 20 V 4 5 1 /16 L SK1524A >` 15 0 J 4 Q H 0 10 2 — D ouble D' 37/8 61/4 W 5 4518 0 3 7/8 U.S. GALLONS 10 20 30 40 50 60 70 80 90 100 110 LITERS 80 160 240 320 400 0 FLOW PER MINUTE 010904 1 1/2 - i1 t/2 nPr CONSULT FACTORY FOR SPECIAL APPLICATION • Electrical alternators, for duplex systems, are available and supplied with 1613/32 an alarm. • Mechanical aitematas, for duplex systems, are available with or without — atanns. - 4 5/16 • Control alarm systems are available for 1 phm pumps used in simplex �_ SK15248 system. See FM0732. • Variable level control swkhes are available for controlling single phase systems. • Double piggyback variable Level float switches are available for variable SELECTION GUIDE level long cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM1420. 1. Sir o piggyba& variable level float switch or double prAyba* variable level ibat • Over 130•F. (54'C.) special quotation required. sWmch• Rehr to FMO477• • Refer to FMO806 for 200 F. applications. 2. Mechanical attemator M -Pak 10 -0072 or 100075. 3. See FMO712 for correct model of Electrical Aftemator E -Pak. 4. Variable level control switch 1044 used as a cm*d activator, spe* duplex (3) 140 Series - 53 lbs. 4540 Series - 73 ibs. or (4) float system. 14064140"' MODELS Conw Selection Model Model VWWft Mote NW sWOM Dupl- N140 N4140 115 1 Non 150 lor1 &5 2or3 &4 E140 f%0) 230 1 Non 7.5 1 or 1& 5 2 or3 & 4 o Op,pN BNi40 115 1 Hart 15.5 1 or 1 & 5 2 or3 & 4 An installation of controls, protection devices and wiring should be done by a qualified SE140 0 230 1 Non 75 1 or 1 &5 2 o 3 & 4 licensed electrician- All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller purnp. MAIL TO: P.O. BOX 16347 LoumikKY 40256-0347 Mtmdacbmof.. SNP TO. 3649 Cane Run Road Lorastft KY 40211 -1961 QM V77 R W W zoelr� cw,r f /� ® (5021 7782 73► • 1(800) s2s Pt1MP PL//L!P LO FAX (502) 774 -3624 © Copyright 2001 Zoeller Co. All rights reserved. Page of PLAN _ NER'S �NUAL 8, MANA sPF GiFiCA"rioNS pO WTS ow SYSTEM d at 0 NA SeRdc Tank CSFaCrtY �' 0 NA ctic Tank J owner Effluent ter Mag F11 er r 0 NA Permfl s O NA went Filter Model 3 6 0 NA )Eg1GN p� pumF Tat'k CapacrtY Number of BeQt's U PumF Tank Mau'ufadurer �' e�l� 0 NA Number ayda PiimP Man (average) ? � al/d Esdcna� ��rnatled x �.� da I°ft= Pump Model C7 pretrea�eRi U p peat FOW n FU" Monthly average' p 5andGM n O Wetland Sol 0 m9n- p Me"nical Aera� 0 Omer. lfiff wal: Qautsr �0 & Grease (�G) �fl r rig/1. 0 Diisinfeoon rniCal OxY9� Defnan�ds 8 { fSS) si 50 m n- Man mat t:.el[(s) Eer round {pressuelld) Biod►e Total SusPen So Monthly average [3 1 round (gravity) nd t Quaw �i0 mg/- L, Allrade [uen SODS) �erdsn Pt+ea ( /L me MIA 510` i m Dom, ❑ for domed i B'rochemtca Solids fin Fot C° us;x l9e°me�c Sri) va�ues� ► went y inch diameter sef�+o tea rrastew M SfflueM Particle Size -.• vetoes types for v 2tr `� ice Freq geN uency ears) (Maximum 3 Y� ) CF SC HEDULE months rrd (K) of tank volume S e S e Event At least once even' m uals oc►e -0' sludge and scu eq ear(S) (May1mum 3 Yom•) f tanks) When combined 0 months Inspect condroon a out contents of tank(s) At ieast once every / r(s) Pump / m onths 0 NA cetl(s) At least once every ins p� disPe� � p months fl filteC At least once every 0 month s) O NA Glean mp, Pum controls alarm At lei once every 3 t7 m onths © year(s) O NA inspect P� Flush tate� and pure test At least once every O months C3 y y 0 NA qt st once every l our n9 one of the fottawtn9 licenses an indMdual carrYi for: POWTS Maintainer. � n MAINTEK ( 111S I master and d't+O N�I cells shalt be Re�� sewer. POW �S Ins k s ' ider> r h any messing bt u p InspeoWns of tanks and d r Plumber on of fi t he e a d scum and m cad� any Ma visual inspection, d effluent levels . Master plumber: n s must inclu of oo de a ed slu d ge the cet idn Op r Tank inspe�O lure the volume sh lI be visually Inspected of effluent on me $ any cxa�s or teaks. The d' uent on the 9 rsal cell {s) round surface. local reg Trie p° o thorny. Of ift a for cey po of effl fion , the utawrY polu rog or effl s a nd 9m chedc n dm� quires the immedi nOti or more of Me tank volumedthe in the obserysta°n PJP� a failing Condition an u31s one -third Q o f in a ccordance With NR round �� may indicate a and scum in any tank e4 for and disposed mulation of slud9 a Septage Ser�n9 Opera a nd any Win the combined as k shall be removed by nt Component nits of the tan a POWTS comp °vents. pfetrea pOWTS Maintain entice otu< in m i n i s �trve Cod a 113, Vlfl�s fibers, r'n arncal or Pressurized doRtted by cue event cirt9 of ef fluent at Inte The Mvi rvals of V months or less shall 1 d Plf�tl °n of any sen+i rice or Monitoring a local regulatory authority witfi►n 10 days O f co m ofher trtafnterra Un9 Products or other A SWAG a Wod shal.be provided to resen� o f pain • am START Lip AND OPERATION se of the pOWTS check treatment tank f� Cell(s). if high concentrations app, to u s andlor damage the dlsp rotor prior to use- For new Oo fx the treatment Proms a septage servicing ope - cherniCdis th m of the tanks) femoved by detected have the conte l / Page of- S "conditions are frozen at the infiltrative surface- S start Up halt not occur when soil fill above normal highwat levels. When power is =es in the Y des Pump �k-`' may �l cell {s� in one larg e dose, overloading the off( ) r During r IW be discharged to the disl�pump lank rem by a wa>'er t To avoid this situation have the o nab a Plumber or POWTS Maintainer to badauP or siirfaOe doge of d power to the effluent pump " k. ump tan ,age Sen khV O� Prio t Q a on�ots to restore normal levels within the p assist in manually Werah Cells. too not drive o r Park over, or otherwise disturb or oomPact, ve.hi aver tanks aria dtspelsal rade so il a b s orp tion area po not drive or Park of any mound or at-9 the area within 15 feet down sl rov tanoe e the perfom and Prolong the Gfe or elimination of the folic from tale wastewaters may imp degrees: dental floss: daP� R ; dgarette butts: condoms: Cotton swabs: water, fruit and vegetable peelings; gasoline; grease;? herbicides; meat of the POWTS: antibiotics: baby vlriPes" y softener brims. dlskdbctants:, tat �: gnucts P estO sanitary napkins: tampons: and water Steps shall tre taken to insure that the ABANDO[�ENT fall andlor is permanentty.taken out of service the follOwiltg Code when the pOWTS abandoned in compliance � d'- Comm 83.33, Wisconsin s seated - system is properly an safely' disconnected and the abandoned Pipe openings All PlPing to tanks and pits shall died of by a $eP�ge Servicing Operator. The conten of an tanks and p� � be removed and properly, and ffie void space 45 After pumping, all tanks and pits shall be excavated and removed or their covers removed' filed with soli, gravel or another inert solid material CONTINGENCY PLAN following measures have been, or must be taken, fo Provide a rode CO the If the POWYS fats and cannot be repaired soil compliant replacement system evaluated and may be utilized for the location of a replacement should not p A suitable reeplacement "�� has been from disturbance and comps sorption system- The re placement area should be protected structure' infringed upon by lot tines and wells. Failure to wired setbacks fro m existing and proposed led the re placement area v6711 result in the t romp a with the rules n at that tirn t s es tablish a suitable pm Replacement must P Y replacement area. advances in P05KTS 1 O A suitable replacement area is not available due to setback and/or B ed POWTS- a holding tank may Upon fa be installed as a last resort to reps technology a suitable replacement area" ilure of the POINTS a i l a le a. The site has not been evaluated to identify men t area is available a uation must n perforrn� to locate a suitable replacement area. If no rep laCe oldrng tank may be installed as a last resort to replace the failed POWTS removal of the biomat at and at - grade Soil absorP�n systems may be reconstructed in place th ° following remo effect at that time. the infiltrative surface. Re�ts-tr�uctions of such systems must comply <-cW. ARNIN TMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. SEPTIC, PUMP AND Ot irIER T�� CIRCUMSTANCES. DEATH MAY S E NOT ENTER A SI�TIC, PUMP OR OTHER TREATMENT TANK UNDER ANY RESULT., RESCUE OF A PERSON FRO INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSBLE. S ADDITIONAL COMMENTS 7N MAINTAINER POYirTS INSTALLER Nam e 0 Phone j )- �Z LOCAL REGULATORY AUTHORITY SEPTAGE SERVICING OPERATOR PU PE Agency ��. C r Name //� Phone l !� Phone l j 1 t? D ` by the SI This doaune meem n Lam. Marquette and Waushara County Zoning and Sanitation age eof ntdoes not rn;s d wment «Pas dialled BS of the Gree Code. Use of ft doaune the mununum mquuemmts of dL Canro 83.�(extXd)&(t) and 83 -56(S }. (2} & (3). WsCOnsin AdmrnLstra6+m GMW (mil) guarantee the performance of the POWTS. Wisconsin Department of Commerce `, VALUATION REPORT Page / of Division of Safety and Buildings in with Comfti -8 Code {/� County 5 -, Attach complete site plan on paper not less th x 11 irrl}�� gs in size. Plap"at include, but not limited to: vertical and honzonta a rence pal (tM), direction and Parcel I.D. ' t percent slope, scale or dimensions, no arrow, a location and di�tartce {,, arest ro d. '.ST tl fi r, Please print all in at' Rp/ Revi 5 — p e rmation y vide used r secondary p r 15.04 (1 (m)). 9 7 Property Owne Prope Location SO L, .I Govt. o(�,� 1 /4I� 1 /4 S o� T 2 I R E( r) W Propeo 07s Mailing A�Jdress Lot # Block # Name or CSM# p1A i q 1 60 (a \ i11L State , Zip C hone Number City vii ge Zar s oad D 00/ Construction Use: idential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ublic or commercial - Describe: Parent material _ Flood Plain elevation if applicable ft. General comments / ✓ ' a21� and recommendations: / � � � l �� � �- � _ � _ ,, —5 err- ass 7- Ong # Boring pit Ground surface elev. �� ft. Depth to limiting factor & 0 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I - Eff#2 312- C # a Bo ring it Ground surface elev. S 3 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. n 'Eff#1 'Eff#2 3 Zg 70 l0 —m — 1171 1 4 i - 0 t� Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 1 150 mg/L ' Effluent #2 = BOD 1 30 mg/L and TSS < 30 n CST Name (Please Print) Signatur CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 r' 2 7 -z2-�- 715 - 246 -4516 Property Owner _ Parcel ID # Page of 5 Boring # y❑� Boring 12Lpit Ground surface elev. `�' � 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 2 -r - 3 0 S w� F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 I F-1 Boring # ❑Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal 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 I •Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, 130 mg/L and TSS 130 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. SB68330 (8.6/00) r Soil Test Plot Pla Project Name David Soward Sh r J Address 443 Valley View Rd. Roberts Wi 54023 STM #226900 Lot Subdivision ---- ---- Date 7/ 27/05 SE 1/4 SE 1/4S 26 T 28 N /13 W Township Knnickinnic Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 97.8' *HRPSame as Benchmark Property Line To Halo Drive. Property Line Scale is 1 = 40' unless otherwise noted Please note: Parcel was not surveyed at the time of testing, lot dimensions and setbacks may change. All lot lines must be verified before installation! B -1 96.5' 35' 5' 95.5' B -2 60' 65' B -3 4% 30' Slop 30' Alt. B.M. * Top of 1" pipe @ 95.3' B.M. No- Property Line 8 0 5 6 5 9 VOL 20 PAGE 5064 KATRLEEII K. kLSH REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR WORD CERTIFIED SURVEY MAP 09/07/2005 09:15AN LOCATED IN PART OF THE SE1 /4 OF THE SE1 /4 OF SECTION 26, T28N. CERTIFIED SURVEY MAP R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY. WISCONSIN, BEING PART REC FEE: 13.00 OF LOT 6 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE PAGES EE2 4980 AND PART OF LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 13, PAGE 3649 AT THE ST. CROIX COUNTY REGISTER OF DEED OFFICE. SURVEYOR: PREPARED FOR: of IN/% DOUGLAS J. ZAHLER MAE WOLFE Q 'y S do N LAND SURVEYING. INC. 117 COUNTY RD. 'JJ' to DOUGLAS J. E1/4 COR. 2920 ENLOE STREET RIVER FALLS. WI 54022 2 H 2 SEC. 26 HUDSON. WI 54016 - CURVE TABLE Number C1 A Radius Length 670.15' - v Central Angle 15'08'31" Chord Bearing 507'34'49.5 "W Chord Length 176. S86'iZ'S1'E � � Are length 177.1111' / I 00 Tangent In S15'09 "W C� Tangent Out SOO'00'34'W S7B�,16-e 37 / l / V I x•89' S17 36 "W ' / A a ,04 / I g C� DRIVEWAY�i �O I N / i I I Ca LOT 7 p� 2.163 ACRES ' (7 i! ' 94,225 So. FT. I pl I Cl) S89'50'44 "W 388.93' ISS915 2 65.66' H' Uj p Z =1 a LEGEND 6 ( o<6 1 I 9 R FOUND ALUMINUM COUNTY w La cw SECTION CORNER MONUMENT ( I :3 �I in SET 1' OUTSIDE DIAMETER BY I.- I m' z O 18" LONG IRON PIPE, WEIGHIN z 1.13 LBS. PER LINEAR FOOT Q rn ROADWAY SETBACK LINE I I l + N w Q i ................. I � � (100' FROM RIGHT -OF -WAY) m SOIL BORING ( pBL%%TF- -8-Q iQ_¢,6' V EASEMENT_ RECORDED IN HALO DRIVE_ _` _ -- ------ z !R a, 3E C �.± S EC. 26 rn " SCALE IN FEET 1" = 100' 100 0 100 THIS INSTRUMENT DRAFTED BY: WILLIAM KANE q 4e• JOB NO. 6256 -02 DATE: 09/02/2005 SHEt 1 1 OF 2 SHEETS Vol 20 Page 5064 U. 2 8 8 3 P 0 9 8 86b56.Ea JL 11 STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. WALSH WARRANTY DEED R x OF DEEM S. Document Number RECEIVED FOR RECORD This Deed made between Mae A. Wolf a single per 09/07/2005 09:15A11 WARRANTY DEED — EXEMPT • Grantor. REC FEE: 11.00 and David A. Soward and Joan M. Soward, _ TRANS FEE: 63.00 husband and wife, as survivorship marital property, COPY FEE: CC FEE: PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County. State of Wisconsin (the "Property - ): Recording Area A PARCEL LOCATED IN PART OF THE SE1 /4 OF THE SE1 /4 OF SECTION 26, T28N, Name and Return Address R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN, BEING PART OF LOT 6 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4980 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE: DESCRIBED AS FOLLOWS: Mae A. Wolfe COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 26; THENCE ALONG THE 117 County Road JJ EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 26 N00 ° 17'31 "W A River Falls, WI 59022 DISTANCE OF 398.58 FEET; THENCE S89'15-44 A DISTANCE OF 265.66 FEET TO THE POINT OF BEGINNING; THENCE S89 ° 50'44 "W A DISTANCE OF 388.93 FEET; THENCE N00 ° 00'03 "E A DISTANCE OF 276.05 FEET: THENCE S86 ° 12 . 51 "E A DISTANCE OF 53.87 FEET; THENCE S76 "E A DISTANCE OF 311.89 FEET TO THE WESTERLY RIGHT -OF -WAY OF A PRIVATE ROADWAY EASEMENT RECORDED IN Part of 022 - 0174 - 95 - 130 VOLUME 2313 PAGE 611 AT THE ST. CROIX COUNTY REGISTER OF DEEDS; THENCE ALONG SAID RIGHT -OF -WAY S17 ° 36' 39 "W A DISTANCE OF 10.99 FEET TO THE Parcel Identification Number (PIN) POINT OF CURVATURE OF A 670.15 FOOT RADIUS CURVE, CONCAVE This is not homestead property. SOUTHEASTERLY, WITH A CENTRAL ANGLE THAT MEASURES 15 ° 08'31 ", A CHORD THAT BEARS S07 ° 34'49.5 "W AND MEASURES 176.59 FEET; THENCE SOUTHWESTERLY (is) (is not) ALONG THE ARC OF SAID CURVE BEING THE WESTERLY LINE OF SAID RIGHT -OF- WAY A DISTANCE OF 177.11 FEET TO THE POINT OF BEGINNING. CONTAINING 2.163 ACRES (94,225 SQ. FT.). SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD. ���/ THIS LOT 7 OF CERTIFIED SURVEY MAP IN VOL,-2p PAGE SCJf0/ IS RECORDED AT THE ST. CROIX COUNTY REGISTER OF DEEDS. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good. indefeasible in fee simple and free and clear of encumbrances except Dal�e�d � r►+7iv Ii •�'•. day of September 2005 (SEAL) � Ctt� Gc - (SEAL) " • Mae A. Wolfe (SEAL) (SEAL) all AUTI'ICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. St Croix County. authenticated this day of Personally came before me this 7 th day of September 2005 the above named Ma® A W�Ifo •ingt peon x TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06. Wis. Stats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Mae Wolfe * Paulette Orf Notary Public, State of Wisconsin 117 County Road JJ, River Falls, WI 59022 My commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not Deaemher 31 2006 ) necessary.) Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal Elan* Co.. Inc. FORM No. I - 1998 Milwaukee. Wis. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owaer/Buyer a- Mailing Address property Address (V ' ieation required from Planning Department for new construction) n Parcel Identification Number e City/State I1�� LEGAL DESCRIPTION Z'�N -R�W, Town of property Location '/4 S� 4, Sec. Lot # Subdivision t d (o tS S � S e j , Volume .Page # Certified Survey Map # 2 1 13 0 9 2 Warranty Deed # � a 5 � � � , Volume , Page # Spec house ❑ Y Lot lines identifiable yes ❑ no ° i� SYSTEM MNANCE p remature failure to handle wastes. Proper maintenance Improper use and maintenance of your septic system could result in its needed by a licensed pumper - What you put into the system consists of pumping out the septic tank every three years or sooner, if can affect the function of the septic tank as a treatment stage in the waste disposal system b the owner and by a D epar t m ent a certification form, signed y The property owner agrees to submit to St Croix Zoning pumper verifying that (1) the on -site wastewater disposal system master plumber, journeyman plumber. restr or a licensed pumper the tic tank is less than 1/3 full of sludge. after inspection and pumping {if necessary), sep is in proper operating condition and/or (2) with the standards Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system Certification Department of Natural Resources• State of Wisconsin. as set b the Department of Commerce and the Dep Office within 30 set forth, herein, Y co mpleted and returned to the St Croix County Zoning stating that your septic system has been maintained must be comp of the three year expiration date. DATE OF AP LICANT am (a rc) the owners) of OWNER CERTIFICATION our kn owledge. I (we) I (we) certify that a ll statements on this formdeedrecordedem Register of Deeds Office- the roperty descn'bed above, by virtue of a warranty DATE OF APPLICANT « « « « «« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department- ««*««« ap pli ca tion: a stamped warranty deed from the Register of Deeds office «« include with this app a copy of the certified survey map if reference is made in the warranty deed EROSION & SEDIMENT CONTROL PLAN Parcel # 26.28.18. vending Site: 1394 Halo Drive Lot 7 Kinnickinnic TM. — Owners David Soward 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." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. Erosion control is a requirement of the conservation easement recorded for this lot. The Owner is responsible for notifying all contractors performing construction 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: 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 installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. Surface drainage flows northwesterly toward Nye Creek. The proposed septic system is >500 ft. from the 75' setback for the creek's Ordinary High Water Mark according to the Certified Survey Map. 2. Intercept and route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches). Do not allow diverted runoff to be directed into surface water conveyances. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If 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 other products may not be necessary. However, silt fence, straw wattles, or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS or Building inspector may evaluate ESC plan effectiveness and make recommendations to owner 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 workday. 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 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. i E The owner of record during site construction will be responsible for compliance with the SC Plan. Please feel free to contact me with questions regarding erosion & sediment control product installation. Prepared by: Ryan Yarrington, POWTS Inspector #683475 Owner acknowledgement of ESC Plan requirements: 2//2005 Z v OI � I I w OD Cn (D o- o 0 - % CD CU = 0 U T r-4- m 00 +S ,- D m o p ° Q 0 I \ I D C D r i (n N C -- 1-�-� 0q - Ti m 0 m O O ;- n i W (D p CD C ---j (n i l( < �� O • O O — — — — Co n z O C l) (/) f1 CD D - v � i I O I I CD J i II O 3 i I ■ O_ II I I j I I N C) - Ai v -o 0 N 3 o i 1 APPROVED BY TOWN F KI ICKIN;IC DATE: CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE1 /4 OF THE SE1 /4 OF SECTION 26, T28N, R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN, BEING PART OF LOT 6 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 19, PAGE 4980 AND PART OF LOT 1 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 13, PAGE 3649 AT THE ST. CROIX COUNTY REGISTER OF' DEED OFFICE. SURVEYOR: PREPARED FOR: Of wifs DOUGLAS J. ZAHLER MAE WOLFE A c0 S & N LAND SURVEYING, INC. 117 COUNTY RD. "JJ" Q DOUGLAS J. v E1 /4 COR. 2920 ENLOE STREET RIVER FALLS, WI 54022 H Z SEC. 26 HUDSON, WI 54016 - 11 CURVE TABLE D� N, Number C1 Radius Length 670.15' Central Angle 1508'31" Chord Bearing S07'34'49.5 "W / Chord Length 176.59' S86'12'S1 "E CD Arc Length 177.11' / 001 Tangent In - S15 09'05 "W O1 Tangent Out S0000'34 "W S17.36' "W 10.9 / o I N ^I : � LOT 7 g 01 2.163 ACRES I n Z 1 I 94,225 SQ. FT. Ot I i a � I ► - 1 � • I , 0 1 1 � � �? S89'50 44 W 388.93' I s 5 '44"W 2 65.66' 00 z 1pl � P ,I I ridI V E" ( L '� I c� J O Z I aI N I N O D 1 LEGEND "' I o; I o o $ a 0) o z IM FOUND ALUMINUM COUNTY I m m SECTION CORNER MONUMENT z z Q� ,-- y � SET 1" OUTSIDE DIAMETER BY I N > I I CA CA o 18" LONG IRON PIPE, WEIGHIN N m 0) � ° o z 1.13 LBS. PER LINEAR FOOT W V 4 -t m J x w 0 ROADWAY SETBACK LINE �p RIGHT -OF -WAY) N 2: m ................ (100' FROM 4 ( SOIL BORING PRLVAIE ROAD -66' WIQE 0 ;0 � I EASEMENT RECORDED IN HALO DRIVE VO ��•_23 13 _PG_ 611 - grn zP w ry* --- — — w — — o g Ot SE COR. S EC. 26 X rn rn I SCALE IN FEET 1" = 100' 0 100 'TNT DRAFTED BY: WILLIAM KANE J - 02 DATE 09/02/2005 SHEET 1 OF 2 SHEETS I` `�` s g N D C���..•fld�� m� 9 v 619 9 JUN 2 I G03 78 7 �.cru�xCO,w► ST. CROIX COUNTY SURVEYOR'S RECORD CERTIFIED SURVEY MAP IC John and Ardis Swenson I t- jZ Part of the Southeast 1/4 of the Southeast 1/4 of Section 26 and part of the Southwest 1/4 of the i �r g Southwest 1/4 of Section 25, all in T 28 N, R 18 W,Town of Kinnickinnic, St. Croix County >D iy jy y o LIATLAr7ED a �flt �o I ra West Line SE114- SE114 Sec.2¢ IC O N 00 "W 131706' 10 I 1284.05' , I i r • O n I wo I� I^ Wyrc� i �• n � I � Ia o a r a� g 10�a, /�j l yN 1 ! r 1 b 1 I� l 4 y In R1 I� O� o� a I' n' .. I 41 ?can ylCp � c O I� l py Ij b O A a Pt ! � INS y :k- r ;K-' i� Il w Fl ,C I a tqZ, i 1� a a ci, N I2 IN IN :..In1 8 y y 10� ............ .a... If 1 `yam IV 33 O A � 1^Is S00 12 12 "-c o O " op •.... �� a ro 0 60 0 ' 63.9 /Sto N0 6.92�,•W mp /S �� S2 Sep f � � �o 6e. 6' O ; 1320.40' N 00 °30'27 "W 2640.80'- -- oa= 0 n m I _ Q nl i ts n b ly O %O r N st to cn 0 - � y N ,,,�>11/111IIt /�y, 40 S ``` � yJ �SGO/US. / o �LAUR CE : l .W PHY S 713 C* Z . RIVER FALLS, WISC. • ' ' \ �� 'TLS '• w \�� �4 3 M 81 t/ `N 8Z1 ` st '03S 03116'7dNn j 8f3N!/00 t/1 �. H1BOS N - -- 'r, ,9OSZF/ M L*,gg l k p° 3N/7 �373sZ 3 �� 14 .03 oe3aa�3 3 I ^ O Ofle 9N /On 7 I S3t/9D' BSO'L/ Yo L S37,yo v 99/ In ti la � a y � mo N on � n� �c � 79Ts 1 B 7 VOL 19 PAGE 4980 KATHGE6III H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 05/17/2005 10s15AK CERTIFIED SURVEY HAP REM FEE: 13.00 CERTIFIED SURVEY MAP PAGES: 2 May Wolfe Jobn and Ardis Swenson All of that Certified Survey Map recorded in Volume 17 of St. Croix County Certified Survey Maps, Page 4630, located in the Southeast 1/4 of the Southeast 1/4 of Section 26, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin AN EROSION CONTROL PLAN WILL BE REQUIRED BY THE ST. CROUP COUNTY ZO NING I PRIOR TO CONSTRUCTION LOT-1 am] El90 SitRlliRYAAP_ LO-T 3.DFRTIFIED SURM-MAP", Y_O1.LAMEA3.P_ AGE -3 "2 1 CURVE DATA (Curve 1 -21 i V_OJ.I WE - • UNPLATTEDLANDS RADIUS = 703.15' CENTRAL ANGLE = 15°05']0" N "'— ARC LENGTH = 185.14' _ n CHORD LENGTH - 184.61' -� BE NORTH LINE 114-SE 114 1 r� A} 1 b C BEARING = S 07°20'23 w II TANGENT BEARING( I) - S 14 °5T58" W CJr � ;i1 CEll M�►E' ' 1 !�-; I of TANGENT BEARING( 2) = S 00°12'12" E) * Y - Q&UN1LJL, 1 4M RM IN VOI.UAAEo z2.969AdML&75Q FT 22.641 A S ,262 SQ Fr ,x•' 70`� 1 W , • I ~�� S :3 LO T 3 10.018 AcRf� 436,403 SQ. Fr • a 1 ` ; ® W �•°`+ 9.576 ACRESAQ 417,126 •+„ fT. I SCALE IN FEET I"- 300' z A e2bn fling ca 5 BEARINGS ARE REFERENCED TO THE SOUTH z LINE OF THE SE 114 OF SECTION 26, ASSUMED COUNTY SETBACK LINE Iy I BEARINGS 89'11'31" W. y. (100' kom Rlphlof Way l h» 66 yV�QA I - -- -_~ -- -- S89 °1131'W 1016.26' 1316.84' -- 00, — 1 432. (R - '131620 _s' -- - - 33. 1 S 89 °11'31" W 6.10' 3 74 0 SOUTH LINE BE 1/4-SE E 1/4 CenWdine Halo Or.) OUTH LINE SE I ' SOUTH QUARTER CORNER SOUTHEAST CORNER SECTION 26, T 28 N. R 18 W --- S 88'11'31 "IN 2633.68'--- SECTION 26, T 28 N. R 18 W (FOUND BERNTSEN SURVEY NAIL) (R = N 90'00'00" W 2633.52') (FOUND SERNTSEN ALUMINUM MONUMENT) 4�OT 1��EJ3TJF_!�P_ lIRYIiY_MAP I L0- T.2. -CE& F_t0.D- 61lRV1=7 MAP Y_OLlldlE6LPAGE2671 Y-OLIJMIE-B,- PAS: -1671 M'�M' LEGEND „ , OWNERS' ADDRESSES � .. °po Indicates 1 O.D. x 18' Iron Pipe Set SWENSON ° ` ° (Min WL -1.13 IbsAln. ft) 1392 HALO DRIVE ° LAURE E ° �� • Found 1" Iron Pipe RIVER FALLS, WI. 54022 * � M 3 o Section Comer Monument s 71 s o DATED - WOLFE LOVILLE, ° o February 17, 0 (as noted) 117 C.T.H. "JJ" • 2005 Indicates Fence RIVER FALLS, W1. 54022 ° . a (R = ) Recorded As 4 • Indicates Soil Boring This Instrument Drafted by Mark W. Peavey n Indicates Proposed Driveway Location SHEET 1 OF 2 Vol 19 Page 4980 �3 795 1 �E3 g 0 0 y P 1 $ .9 LAND CONTRACT RREGISTER OF DEEDS Document Number Form 11 ST. CROIX Co., MI RECEIVED FOR RECORD CONTRACT, by and between John W. Swenson and Ardis F. Swenson, 05/17/2905 10:15AN husband and wife, as survivorship marital property, ("Vendor", whether one or more) and Mae A. Wolfe, a single person ( "Purchaser", whether LAND CONTRACT one or more). Vendor sells and agrees to convey to Purchaser, upon the EXEIPT # prompt and full performance of this contract by Purchaser, the following REC FEE: 13.00 property, together with the rents, profits, fixtures and other appurtenant TRANS F FE : 720.00 interests (all called the "Property"), in St. Croix County, State of Wisconsin: PAGES. 2 Part of the SE% of the SE %. of Section 26, Township 28 North, Range 18 West, Town of Kinnickinnic, being all of Loth of that Certified Survey Map Recording Area recorded in Volume If Page St. Croix County Certified Survey Name and Return Address Maps C. L. Gaylord Attorney at Law P. O. Box 46 River Falls, WI 54022 Part of 022 - 1074-95 -120 and 022 - 1074-95 -130 (Po"I Identification Numbers) This Is not homestead property. Purchaser agrees to purchase the Property and to pay to Vendor at such place as reasonably directed, the sum of $240,000.00 in the following manner: (a) $5,000.00 at the execution of this Contract, and (b) the balance of $235,000.00 shall be paid as follows: On or before May 2, 2005, Purchaser shall pay an additional $58,750.00 as down payment; thereafter, Purchaser shall pay the balance in three equal principal installments, plus Interest, on September 2, 2005, January 2, 2006, and May 2, 2006. Interest on the unpaid balances shall be computed at the rate of 4% per annum. Following any default in payment, Interest shall accrue at the rate of 4% per annum on the entire amount in default (which shall include, without limitation, delinquent interest and, upon acceleration or maturity, the entire principal balance). 1101"111, SPOSIffil #1F* 64 R aft PF1111FAI&IFAS WhOR 4106. -0 I'm ek4on* Foosived lay Von'GF, VeiidaF alifFees to apply Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. Any amount may be prepaid without premium or fee upon principal at any time after the date of closing (OR) withal POFFRI1118 Of VOR4118F, In the event of any prepayment, this contract she% not be treated as in default with respect to payment so tong as the unpaid balance of principal, and interest (and in such case accruing Interest from month to month shall be treated as unpaid principal) is less than the amount that said indebtedness would have been had the monthly payments been made as first specified above; provided that monthly payments shall be continued in the event of credit of any proceeds of insurance or condemnation, the condemned premises being thereafter excluded herefrom. Purchaser states that Purchaser Is satisfied with the title as shown by the title evidence submitted to Purchaser for examination except: Vendor will furnish title evidence to Purchaser within 30 days of receipt of survey of property; Purchaser shall thereafter have 20 days to raise any objections to the same, In writing; Vendor will have a reasonable time thereafter to correct the some. Purchaser agrees to pay the cost of future titre evidence. If title evidence Is In the form of abstract, it shall be retained by Vendor until the full purchase price is paid. Real estate taxes for the year 2005 shall be pro-rated between the parties as of date of closing and paid at the time of receipt of billing. Purchaser shall be entitled to take possession of the Property on May 2, 2005. I Parcel #: 022 - 1074 -95 -075 09/07/2005 08:48 AM PAGE 1 OF 2 Alt. Parcel #: 26.28.18.416A -25 022 - TOWN OF KINNICKINNIC Current _X j 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 MAE A WOLFE O - WOLFE, MAE A 117 CTY RD JJ RIVER FALLS WI 54022 Districts: SC = School SP = Special Pro Address(es): ' = Primary Type Dist # Description C►�'� -�� �`"l �01ir/G�LP� SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH rl �76� Legal Description: Acres: 4.141 Plat: T AVAILABLE SEC 26 T28N R18W SE SE ALL OF THE SE SE Block/Condo Bldg: LYING ELY OF LN BEING 66'WLY &PARALLEL TO E LN LOT 1 CSM 13/3649 EXC AS DESC Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 1532/46 & EXC LOT 2 CSM 3649 ALSO OL 1 26- 28N -18W SE SE CSM 17 -4630 Notes: Parcel History: Date Doc # Vol /Page Type 11/12/2003 746390 2454/474 AFF 11/12/2003 746389 2454/473 WD 07/14/2003 730194 2313/611 EZ -1 09/10/2001 656179 1715/563 LC more 2005 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations Last Changed: 07/01/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 4.141 1,000 0 1,000 NO Totals for 2005: General Property 4.141 1,000 0 1,000 Woodland 0.000 0 0 Totals for 2004: General Property 4.141 1,000 0 1,000 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: 12/04/1998 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department bf commem N REPORT Page 1 Division of Safety and Buildings a g of in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. ,; V* ��'• C include, but not limited to: vertical and horizontal reference point (B , direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and dii tance to nearest road. Please print all information. s 2 ed by Date Personal information you provide may be used for secondary purposes (Pdva y Law §, 1584 (1) (rr - - S Property Owner I AA -V41 -&I- '`� Cam, � �t�-Nj �Z�� �VL J 5��. SZE 1/4 S� 1/4 S 2% T N R 18 E (o' W I Property Owner's Mailing Address I Lot # Block # Subd. Name or CSM# `t 3 Z H t- p CZ.± u '-) — City State Zip Code Phone Number � r ms City ❑Village [4 Town Nearest Road �S �l S , ozz. c1. ZS -��S \�.���� ef'z✓.I�11L1 1 C �4',` D �r,�� v�_ New Construction Use: 0— Residential / Number of bedrooms — �1 - Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material LZ�S ' 3 'J22 61PVcJ -Pf - `�� LL Flood Plain elevation if applicable 1V ft. � Genera( comments n ,1 and recommendations: QUr W / � 1 ©h 1 �Z J t '1� rj � e �2 OW I ✓l OTr Boring # ❑ Boring 100. 2 -S pit Ground surface elev. ft. Depth to limiting factor Z n. 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 (2.w 1� -S •� ,e 3 � 3 s �.s�.2�� � 1�F �. .s �c s l� si � o�, mv� — , c� • z F TI Boring # Boring ❑ pit Ground surface elev. -` - ft. Depth to limiting factor 't 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 -) D 10" 23L — s) ; 1 ►Yt` - �'�'� �`� S -8 to lZ3Z6 s ) ! - Z�n b yy,4 _ c �Aj ' 3 ?-q -3p - I's w vz SLI 2 Sig sicl n 1y1 Effluent #1 = BOD > 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) S' nature r T Number rthur L. Wegerer C) 3 —.L CS � 22 TNum Address W e g e r e r Soil Testing & Design e r v i C e Date Evaluatwn Conducted Telephone Number 421 N. Hain St. River Falls; 11I 54022 `�— ��� 715- 425 -0165 Property Owner Sw �s �Y\j Parcel ID # 7 �� A J Page of a Boring # ❑ Boring rr ® Pit Ground surface elev. ft. Depth to limiting factor Z' b in. Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Solt Application GPD /t in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ZVn sb wlis- e L4j - 'S ,( 3 26 3`� 10`2 S�(f Cl S/� S1C( e� F-1 Boring # [] Boring El pit 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 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 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 P q 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. SB"330 (R.N00) PLOT PLA7 Page 3 of 3 Scale 1' =yp' :Lt 3� . Z C)) D LS`Tv1� / $ nl�u P'L GF Ceu l i ^1 I y` Bw1 -J 0 Cv 8" ttL�3�y ,, A PVC POPE ki/ L , 600't ►BUT S t�O�OEZoSr� oe. 71.5 -425 -0165 2202 r 54 �3 CST Signature Date Telephone No. CST No.' Job NO. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page } of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code - C Attach complete.site plan on paper not less than 8 112 x 11 inches in size. Plan must County tix 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.��)h/ 6 Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner ` \ p,� Z v T� � I - , Property Location \'v 1 rvv ! / J S ► Gent. -LGt- S� 1/4 SE 1/4 S Z� T UJ N R 1 E (oi W Property Owner's Mailing Address ..ot # I Block # Subd. Name or CSM# 3 C 1 Z l l p 1� Vj U I-) — ) tJ G CSy 1 City State Zip Code Phone Number ���� ^ ❑ Village � Town Nearest Road City ❑vi S 0 I (1 iS) ZS - i6�s \ ,t�l�l C 1 t ),\jM 1 C 4f' L � QR New Construction Use: Residential / Number of bedrooms Code derived design flow rate k, 0 G GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 0 U GU'C�� R t- `n LL Flood Plain elevation if applicable _ 1 y lQ ft. General comments and recommendations: �N10v � 1ti) 6 1Qb � � �S1�z i 8 U tiroly 1 2-' f=ry Boring # ❑ Boring / Pit Ground surface elev. 1 �0 • 6 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I •Eff#2 1 o -�O �o�z. — si 1 �s b12 �`�►� Cw l� ,S •� Z- ►0 2$ lQ` -L(Z 3l — SL 1 Z.xsb1� rn`�1� c-L� — - S �3 4"1 �.s �r� s 1� s�) o mU`f — , c� • Z 3 e m7v N S S* l"S H P�'� OF F Boring # ❑ Boring ® pit Ground surface elev. 1 - 1- I fL 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 t2 1p -Z� LO`�f6 s i 1 Z�nSb rn�'y. c►�v 's �S 3 .. z9 =3p �;S , t2 ._ ` `� - ),S LIZ S/S sicl 0Y-n to 1• .C� ' • 0 Effluent #1. BOD >_30 < 720 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L , ,4, , CST Name (Please Print) S' nature CST Number t,X7 r Arthur L # t1E�erer Q 3 :..(� 22025 Address W e g e r e r S o i l Testing & ,Design e r v i c e Date Evaluation Conducted Telephone Number 421' N. Hain 'St." River Falls; WI 54022 `� - �-` � � 715 -425 -0165 �3 " I 3 7 4 2 6 7 5 VOL 17 4630 4630 KATRLEEiz H. WALSH REGISTER OF DEEDS ST. CROIX CO.. MI RECEIVED FOR RECORD 10/06/2003 10:45AM CERTIFIED SURVEY MAP REC FEE: 13.00 CERTIFIED SURVEY MAP COPY FEE: 3.00 PAGES: 2 John and Ardis Swenson Part of Lot 1 of that Certified Survey Map recorded in Volume 13 of St. Croix County Certified Survey Maps, Page 3649, located in the Southeast 1/4 of the Southeast 1/4 of Section 26 8 N, R 18 W, Town of Kinnickinnic, St. CrOW009 cousin ST. CROIX '- i Plannino Zoninn And Parks Committee OCT 0 6 2003 if not recorded within 30 days of approval d ate d a shall be AN EROSION CONTROL PLAN WILL BE NOTED ull and REQUIRED BY THE ST. CROIX COUNTY OUTLOT 1 IS TO BE ATTACHED TO ZONING OFFICE PRIOR TO CONSTRUCTION ON LANDS LYING TO THE EAST. THESE LOTS. LAT3. &EWT0W SSIRWY_MAP I. IkATT�O-- LANQ$ CURVE DATA (Curve 14) V-OLVME1JLPAQEUQJ-Q RADIUS = 70 3.15' CENTRAL ANGLGL E= 15°OS10" N 89 ° 0248" E —» ^1246• ' - " ARC LENGTH - 185.14' — ` S 590.4T ' -�. 432.01' IC V'P'; 4 • n CHORD LENGTH= 184.61' N &TH LINE SE 1 /4-SE 1/ OVT= 1 CHORD BEARING = S 07°20'23" W 2139 Ames eg/ I TANGENT BEARING( 1)=S 14°52'58" W Sq. Ft r 2/ TANGENT BEARING(@ 2) = S 00 1 E) 93173 w LO-T-11 IMODUFM AURV .Y MAP I V_OLUKE_12. LU ra ' W LOT 3 4 w 17.766 Acres or 773 904 Sq. Ft. 13.08 Awes or 569 Ft. /tea 4 I co z ancl. ik Nm i 2 Z 17.324 AaYS or 754 627 Sq. Ft. _ 2.755 Aces or 555 589 4 Ft.,, g, (ExcL — CC! (Excl. RP I 7d jm! Ei d� • liJ Z r J iip�Q�(! 3 1 r W f) b $ ,!• VIa�7,! C#X 6i SCALE IN FEET 1" = 300' W I I j' 0 B EARINGS ARE REFERENCED THE SOUTH c+ - LINE OF THE SE 1/4 OF SECTION N 28, ASSUMED COUNTY SETBACK LIRE ={£+�� I I Cl 11'31 BEARINGS 89 w _ (tar tom Rght-0/ Ws un° 1318.84' N (R 1318. 7 ' - - 432.00' S 89°1111" W .1016.10' UTH UN ES EI SOUTH QUARTER CORNER SOUTH LINE SE 114-SE 1 /4I(Centerline Halo Dr.) SOUTHEAST CORNER SECTION 25, T 28 N. R 18 W --- S 89 °11'31 "W 2533.W--- SECTION 28, T 28 N, R 18 W (FOUND BERNTSEN SURVEY NAIL) (R - N 90 °00'00" W 2633.52') (FOUND BERNTSEN ALUMINUM MONUMENT) LOT_L. &EETIFIEP_ $U-EL EY_lAA IW0T2 &WTW -WQ WRVNY_MAP Y-O.LUNF- t-PAGE26Zt 1COLLLME9, - PAGE2Q71 000���oWO�no LEGEND ' Q � `sGONS'~oao00000 0 00 0 (Min Wt. �1O x 8" Iron Pipe Set ' vA uw N ° • Found 1" Iron Pipe URPFi]i Section Comer Monument i "s e � DATED - A os - ovrL.L.E, ° January 30, 2003 0 (as noted) Indicates Fence 3 . 92 HALO DRIVE N ° RF 90�+� R = Recorded As non° �Nn oopO� ( ) RIVER FALLS, WI. 54022 nnn�°� : Indicates Soil Boring This Instrument Drafted by Mark W. Peavey n Indicates Proposed Driveway Location SHE ET 1 OF 2 Vol 17 Page 4630 a CERTIFIED SURVEY MAP John and Ardis Swenson Part of Lot 1 of that Certified Survey Map recorded in Volume 13 of St. Croix County Certified Survey Maps, Page 3649, located in the Southeast 1/4 of the Southeast 1/4 of Section 26, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin DESCRIPTION: That certain parcel of land being part of Lot 1 of that Certified Survey Map recorded in Volume 13 of St. Croix County Certified Survey Maps, Page 3649, located in the Southeast 1/4 of the Southeast 1/4 of Section 26, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin, more fully described as follows: Commencing at the Southeast comer of said Section 26; thence S 89° 11'31" W (assumed bearing on the South line of the Southeast 1/4 of said Section 26) a distance of 300.74' to the Point of Beginning of the parcel to be herein described; thence, continuing along said South line and the South line of said Lot 1, S 89* 11'3 1 " W, 1016.10' to the Southwest corner of said Southeast 1/4 of the Southeast 1/4 and said Lot 1; thence, along the West line of said Southeast 1/4 of the Southeast 1/4 and said Lot 1, N 00 °28' 46" W, 1317.06' to the Northwest corner of said Southeast 1/4 of the Southeast 1/4 and said Lot 1; thence, along the North line of said Southeast 1/4 of the Southeast 1/4 and said Lot 1, N 89 02'48" E, 1246.56'; thence S 14° 52'58" W, 767.78'; thence Southerly, on a curved line, concave to the East, having a radius of 703.15', whose long chord bears S 07 20'23" W, 184.61'; thence S 00 ° 12' 12" E, 398.31' to the Point of Beginning, containing 1,436,921 square feet or 32.987 acres being subject to an easement for Halo Drive over Southerly portions of this parcel as shown on this map and to any other easements, covenants and restrictions of record. GENERAL NOTICE STATEMENT: Note: Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any lot contact the St. Croix County Zoning Office and the Town of Kinnickinnic for advice. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, John and Ardis Swenson, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated: January 30, 2003 This Instrument Drafted by Mark W. P� oo o � o _ on °►vs 00 �O g' ° LAURENCE °° 'x-70 M ° o B� S1713 e O 1 Q-1 VVI. E,o O O WI. ' 010000006J�J � �� 060�pp000��°�oda SHEET 2 OF 2 Vol 17 Page 4630 Parcel #: 022 - 107445 -130 09/07/2005 08:46 AM PAGE 1 OF 1 Alt. Parcel #: 26.28.18.416B -30 022 - TOWN OF KINNICKINNIC Current IX 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 JOHN W &ARDIS SWENSON O - SWENSON, JOHN W & ARDIS 1392 HALO DR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1394 HALO DR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 13.082 Plat: 1809 -CSM 17 -4630 022 -03 SEC 26 T28N R1 8W PT SE SE FKA LOT 1 CSM Block/Condo Bldg: LOT 04 13/3649 DESC 1715/563 BEING CSM 17 -463 OT 4 3.082 AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 26- 28N -18W SE SE Notes: 40 Parcel History: Date Doc # Vol /Page Type C 10/06/2003 742675 17/4630 CSM 09/10/2001 656179 1715/563 LC 2005 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 08/11/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 12.082 1,800 0 1,800 NO AGRICULTURAL FOREST G5M 1.000 2,000 0 2,000 NO Totals for 2005: General Property 13.082 3,800 0 3,800 Woodland 0.000 0 0 Totals for 2004: General Property 13.082 3,800 0 3,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch #: 520 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00