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HomeMy WebLinkAbout022-1012-90-100 c s5 300 C7 01 A i � r .".7 (A $ 0 O Z ° CA N l i T .V N `C �1 • n p� d (A O fD 7 3 n� a > > v w :3 -4 -4 w n CO O ° o C A c o=r i ° w I °O p N C � v � o w (n v D A aCD I CD c� � IW a rn c a C, CD F;t Z ° CL N N CD M N O N w C cr c 3 z 0 0 !T o 2 < W Z O m m 3 CO) CO) N N 0 D o a D O -4 N ID = 0 X 'i. tG N .di d O. f a - ;o N CL cj z o z =h D C o O a c o m � a " i • ' N N CD (a _ c fD O7 I � W O N � Z -I W n � A Z O O CA m Z p Ul W co z I 0 I m cn � y z _ w CD I Cn ;om O.o -.OV m D co cl- O � 0-0 o n cn3' <'O m o j2�d No' rnammm m> > _t Z O 0 m c �i o5i I z a I o v o m 0 7° O .. CT 7 .o o by 10 CD 3 o tD w •o 0 7 O' • c ° n 2) n N mw�m �OCC O m mv; b m o �m c < i � 0 > �. C D m vm a CL °T —'' am m v', fD O a v CD a o o m A A� O O 3 v o N 0 7 0 N O co N� -AdO C N O Q0 ' O Er O Q S N C (D - a O G/ CL d � CD M m b m A O CD 0 'Q A w O fD O b Parcel #: 022- 1012 -90 -100 05/05/2006 05:05 PM PAGE 1 OF 1 Alt. Parcel #: 5.28.18.78D 022 - TOWN OF KINNICKINNIC Current 1:X1 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 MICHAEL F YANISH O - YANISH, MICHAEL F 1066 RUDY DR ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 1066 RUDY DR SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.000 Plat: 4617 -CSM 17 -4617 022 -03 SEC 5 T28N R1 8W PT NW SE CSM 17 -4617 LOT Block/Condo Bldg: LOT 03 3 (2.0 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 05- 28N -18W NW SE Notes: Parcel History: Date Doc # Vol /Page Type 12/05/2003 748408 2469/241 WD 09/22/2003 740871 17/4617 CSM 09/17/2003 740369 2412/516 CO AF 09/02/2003 738182 2395/108 EZ -1 MOM.-.. 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 50,000 167,000 217,000 NO Totals for 2006: General Property 2.000 50,000 167,000 217,000 Woodland 0.000 0 0 Totals for 2005: General Property 2.000 50,000 167,000 217,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 10/04/2005 Batch #: 05 -27 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT RECEIVED AND ' r OWNS HIP CERTIFICATION FORM JAN 0 5 2005 Owner /Mfer ST. ZONING OFFICE Mailing Address Property Address z (Verification required from Planning Department for new construction) City /State Parcel Identification Number"' LEGAL DESCRIPTION Property Location &-w- Y., '•=_ r /., Sec. S T S N -R _ W, Town of lcr..�.ct •riiur� Subdivision Lt' CA Z _7 . Lot # Certified Survey Map # 7Y o,'7/ _, Volume . .Page # Warranty Deed # 7'K?YDfr , Volume .2Y6 9 , Page # .z Y/ Spec house ❑ yes DKno Lot lines identifiable Ca yes ❑ no SYSTEM NL4H* TENANCE 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 mastorplumber, journeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on-site wastewaterdisposal 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 lof the three year expiration date. �r /Y/�cl �.�, �r� l f / 6 APPLICANT DATE OWNER CERTIFIC I (we) certify that a statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of above b virtue of a warranty deed recorded in Register of Deeds Office. described y ty g SIGN F LI DATE ;/�� . * « « * «« * « « « ** Any info that - 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 l _ ST. CROIX COU ' WISCONSIN TYRE�EIVED �. ZONING OFFICE J 0 5 2005 ST. CROIX COUNTY GOVERNM NT �IT,�� C�UNTr ,� -___ - 1101 Carmichael Ro ZONING OFFICE Hudson, WI 54016 -7710 (715) 386 -4680 r Fax (715) 386 -4686 EROSION & SEDIMENT CONTROL PLAN Parcel #05.28.18. Site: 534 Kruezinger Road Lot 3 (Kinnickinnic) — owner(s) Michael Yanish 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 off site. Surface drainage is to the northwesterly, with >100 ft. from house construction site to a road ditch on County Rd. N and drainage areas west of Lot 2. 2. Create temporary diversions graded ALONG CONTOUR between excavation areas and any potential receiving waters (this includes road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. Do not allow diverted runoff to be directed onto neighboring properties. (Refer to specification sheet for Temporary Diversions provided by Zoning Dept.) 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves Y t e necess Silt to veg etative cover to p rotect areas of concern installation of silt fence MAY no b adequa p �3' fence 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 inspector and/or building inspector will evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. i 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 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. Please feel free to contact me with questions regarding erosion & sediment control ' atio Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 , Owner acknowledgement of ESC Plan requirements, J , c j 0 �,o / , R R e M w $ � k § ; Cl) ƒ 2 cn 0 ° & / - $ K) 2 > k= ® E ) E ƒ m g \[m 9g °\ 7 }\ 7 , m w -C =r j�0 4 M k g § c © a � _ (1) $ §f ¢" 3 $ _ _ CD 2 a \ �� CD k2ƒ y 2 o r c ° k 2 $ ■ � r ca a 2 E \ � \ § § § k / b § J f 7 o v i :44 2 § to § 4 z E / (D I \},2/ � /CL ■ J� D A � Kk � t - g , . \ ' \ \% 3 / z aw , CD --4 Am2 %g p ,§ 1 # E / § ¢ 2 G :3 �� / . \ 2 ° § ■ M / ° as ke E§ zz ; _ m \ \ , $ $ \ ƒ ! / � §$,moo mCL �n2agJ §i G k U) BE CD a, § CL .. 0 CL — E e , z e 3 at o E� r8#\a)�� mac,= - \= o §«Ea�� & —� . � \[' ƒA\ �i / ƒ r mR /0 b 7777 o § CD E ° k; _\ �N 0 § § ƒ( .0 Er '4 kE/ / ;z CD K 0 � CD § § _o �k CD / ST CROIX COUNTY SEPTIC TANK MAR- rMNANCE AGRBBMBNT AND OWNERSHIP CERTIFICATION FORM Owner /Iwyer t Mailing Address Property Address z - (Verification required from Planning Department for new construction) City/State Parcel Identification Number LEGAL DESCRIPTION o 2 - ► 0 12 - 90 - �• Q, Property Location t/Aq '/4, _J lf= `/4, Sec. T a. 8 N- R -1-L- W, Town of � � h.- ��►� Subdivision ZZV49 I 7 . Lot # Certified Survey Map # 7y oP 71 , Volume . .Page # Warranty Deed # 7YFfyDF , Volume .2% i 9 . Page # Spec house ❑ yes EYno Lot lines identifiable [B-yes ❑ no SY�'1'RM MAINTENANCE Improper use and maintenanceof 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 mastor 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. I/v e, 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 of the three year expiration date. SI APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of th descn'bed above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNNAnW F APPLICANT DATE «• «ss« 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 + 1 -4� ' w� r ST. CROIX COUNTY � ;r•• WISCONSIN ... . __ ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER Ell "I .- - ill 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 - Fax (715) 386 -4686 EROSION & SEDIMENT CONTROL PLAN Parcel #05.28.18. Site: 534 Kruezinger Road Lot 3 (Kinnickinnic) — owners) Michael Yanish 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 off site. Surface drainage is to the northwesterly, with >100 ft. from house construction site to a road ditch on County Rd. N and drainage areas west of Lot 2. 2. Create temporary diversions graded ALONG CONTOUR between excavation areas and any potential receiving waters (this includes road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. Do not allow diverted runoff to be directed onto neighboring properties. (Refer to specification sheet for Temporary Diversions provided by Zoning Dept.) 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 diversions and vegetative buffers. The POWTS inspector and/or building inspector will 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 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. Please feel free to contact me with questions regarding erosion & sediment contro ' atio . Aw- Pre aced b : Pamela Quinn, Soil Erosion In sector #665054 Owner acknowledgement of ESC Plan requirements:. / /2004 AA� -�6 R-% y Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453385 0 GENERAL INFORMATION (ATTACH TO PERM] T) V State Plan ID No: Personal informatio vo j proliide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Nai City Village X Township Parcel Tax No: Yanisch, Michael F Kinnickinnic Township 022 - 1012 -90 -100 CST BM Elev: Insp. BM Elev: BM Description: / Section/Town /Range /Map No: Q a 6 (l0 a 6 � —�� w 05.28.18.78A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ! Benchmark a� 0 Dosing to Alt. BM Aeration ((J Bldg. Sewer Holding St/Ht Inlet y D 43 0 ,g St/Ht Outlet J' TANK SETBAC INFORMATION �- TANK TO P/ �/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet J Septic \ - ` ��/ Dt Bottom (N►'v1 J Dosing IF 4- Heade an._ , Aeration Dist. Pipe b 2�j X8.3 Holding Bot. Syst Final Grade PUMP /SIPHON INFORMATION �"� + dl,AVA s S.f �9•S Manufacturer /^ f Demand St Cover lid" Old/ GPM V - 3 .s f qs • 3"7 Model Number n U -Z q TDH Lift �J Friction s System Head TDH Ft L4 � r P/ Z O- ({3 �•2l �I 0 �" M - 7 Forcemain Len th �- r Dia. , Dist. to well 4 5S 15 �N Q 2 71/ SOIL ABSORPTION SYSTEM BED /TRENCH Width ,� Length No. Of Trenches DIM PIT DIME NS No. Of Pits Inside Dia. Liquid Depth ENSIONS () / SETBACK SYSTEM TO P/ 5 / BLDG WELL LAKE /STREAM CHING Manufacturer: INFORMATION Type Of System: i CHA /J / ( �/ > 1 5D `� IT Model Number: DISTRI ON SYSTEM 7(J - AA r 16 ax He er /Manifol h Distribution I xHolesize x Hole Spacing Vent A Intake • Q Length Dia •5 Length •'4 Dia �•� Spacing `5 r `Z� Z f SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only T,l Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched C Bed/Trench Center Bed/Trench Edges Topsoil Yes J No ] Yes j' '. No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /0/5 /� Inspection #2: 1 6 1 S / Location: 534 Kruezi er Rd Roberts, WI 54023 NW 1/4 SE 1/4 5 T28N RI NA Lot 3D t "S Parcel No: 05.28.18.78 9 ( ) 1.) Alt BM Description = �� WY, e4ov pf c 2.) Bldg sewer cove = I ytJf q v . � � ju+ (2+,, F�p�Vd - amount of cover = �'� rr ( / T� p Plan revision Required? ! -! Yes No Use other side for additional information. LL L G� ` %%" � --' SBD -6710 (R.3/97) Date Insepctors Si nature Cart. No. d4ll- Safety and Buildings Division County \ V i ' ; 201 W. Washington Ave., P.O. Box 7162 S sconsin Madison, WI 53707 - 7162 , Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266-3151 TS3 39s lb Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide = ��,t)S • /(� may be used for secondary purposes Privacy Law, s15.04(1)(m) Proj t Address (if differe n than mailing address) V-) I. Application Information - Please Print All Information ? ; M ner's Na me % Parcel y �8Lj 1 Lot # Block k r $ �� - o 1 0 1 60 C3 perty Owner's M ailing Address Property Location 27 S F ow S �/ / t'A, _ 14,Section S City, State Zip Code Phone Number (circle one) U. Type of Building (check all that apply) T ;;I N; R _/S_ E ot9 � ���� e 1 CSM Number 01 or 2 Family Dwelling - Number of Bedrooms I q ❑ Public /Commercial - Describe Us ! 3 O Z _ 7*'C 97 ^ u ❑ State Owned - Describe Use y - 3 •O " ( Z . U6 - ❑City ❑Village township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. 9New System y El Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System B. ❑Permit Renewal El Permit Revision ❑Change of El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized ln- Ground > Mound < 24 in. of suitable soil ❑ At -Grade ❑ 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 ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate f) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) System Elevation SO SD SO pf..r , (v. 73 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units \ Concrete Constructed Glass New Existing /) Tanks Tanks .r/-, Septic or Holding Tank it 0 Dosing Chamber VII. Responsibility Statement- I, the'undersigned, assuhi responsibility for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnature • Number Business Phone Number _ Fogerty Plumbing I--- #221 go .z.z ?/� - .3s - 90 PlumbjA e ht Qtp &ate, Zip Code) 7 /S -�v3.i = -$ e Spooner, WI 54801 6Si- ot- ad - VIII. Co se Only y)p - 7 3 7 C oe - l- Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued uin Agent Signature o Stamps) Surcharge Fee) -��y J ' 3 ❑ Owner Given Reason for Denial 7�v IX. Conditions of Approval/Reasons for Disapproval (! � � �.S SYSTEM OWNER: -�� f (� Sep tic MR, effl filter and dispersal cell mu all be serviced /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. $ �71 Attach complete plans (to the County y) for a system on paper not less` " ° C x 1 ches in size i Site Plat Page 8 of : Fred Lenertz Lot #3 Revised CSM D Prt. of th 4 -SE1 /4 Se 5 T28N -R18W Kinniclannic Tnsp. _ St. Croix Co. 0 25 so BM = Top of Iron Pipe MP =Same Graphic Soak (F iInch - ao n ASSUMED ELEV. = 100 #2 - BM = Top of 12 "Spike 10OAffePamd PrWmcd Wieser Concrae 10001600 gal Combination Tank w/a Zabel A -loo Filter Pt»posed 3 Bedroom Home Proposed 2"Sch. 4 Force Mau 0 7 8 / 7 94.00' �, f 9 00' Buildin Setback Line j3 q t 98.00' B Proposed S 90'Monmd CeU �n t with a S,yestene 009.00' #1 Z 1 w `F2 100.00, - M � .• fry Maintain well and waterline setbacks per Comm 83.43(8)(T Kruezinger Road Materials shall confornn to the requbmnents of COMM 84 • Wisconsin. Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Diliioinn of C0fah, OMA 14"ilr�linne in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 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 prin a i e awed by Date n(� Personal information you provide may be use for seco (hCV Law, . 15.04 (1) (m)). i Property Owner roperty Location 13 El Fred Lenei MAR 1 1 2003 Po vt. Lot NW 1/4 SE 1/4 S 5 T 28 N R 18 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 220 Livestock Exc ange CROJx COUNTY 3 Lene > _] City State Zip Cod ity Village • own Neare ad aL T__.7 /C1 At1 ^1,.1A V• I ,��, raui � MIN I 55075 � ( v�i- YJi - /JLV I V• 1eC�e�1•C � CTiiN I El New Construction Llse>j Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD 11 Replacement a Public or commercial -Describe: Parent material Loess Over fill Flood Plain elevation if applicable NA ft. General comments This site was visited b the St. Croix County Zoning office for soils verification s. Y tY g purposes Mnd recommenda Boring # 11 Boring Q pit Ground surface elev. 98.54 ft. Depth to limiting factor 34__ in. Soil Application _Rate_ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Ef1#1 I "Eff#2 1 0 -25 10yr2/1 1 2msbk mfr cs 2f .5 .8 . p 2 25 - 34 scl 2msbk mfr cs if ,4 .6 . 3 34 - 10yr4/4 flf5yr5 /8 scl lmsbk mfr cs - .2 .3 -� 4 38 -40 10yr7/6 BedRx a Boring # 11 Boring 95.33 >38 El pit Ground surface elev. _ ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0 -12 10yr3 /2 1 2msbk mfr cs 2f .5 .8 2 12 -19 10 4/4 sil 2msbk mfr cs if .5 .8 - (p 3 19-38 10yr5 /8 cl lmsbk mfr cs - .2 .3 . Z. * Effluent #1 = BOD > 30 220 mg/L and TSS >30 150 mg/L ' Effluen!4 5 20D.,:5 30 mg/L and TSS < 30 mg/L CST Name ((Tease Print) CST Number Thomas C Nelson 227387 Aiiilieaa Daiw Evaivaiiuii Cooduutsd Tw6piiuiie Nui ibeii I 1432 120th Street, New Richmond, Wl 12/06/02 715 -246 -2454 I I l Property Owner Lenertzkinni Parcel ID #— Page 2 of 3 Boring Boring g El Pit Ground surface elev. 98'42 ft. Depth to limiting factor >54 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 1 0 -28 10yr2 /1 - 1 2msbk mfr cs 2f .5 .8 .� 2 28 -48 l 4/3 - sil 2msbk mfr cs if .5 .8 (p 3 48 -54 10yr5/4 - 1s lmsbk mvfr - - .7 1.2 F 4 Boring # Boring 3T? g Pit Ground surface elev. 8 7.70 ft. Depth to limiting factor 24 in. Soil Application Rate n.. . n..A— n...... •.,c T -... — na.....a..._ n.....,:.,a........ n- ...,.�_ n a_ n nrro u uvi veNu i wi m �e a wive �cuun vca Naiuiii i cnau� a .�u u�'W c w� wiawi �w uwi ivaiy �ww v�vnt in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0 -24 10yr2 /1 - 1 2msbk mfr es 2f .5 .8 ( 2 24 -3 4 scl 2msbk mfr cs if .5 .8 a ( 3 34 -38 10yr4 /4 flf5 r5/8 scl lmsbk mfr - - .2 4 38 -40 10yr7 /6 Bdrx Id Boring ❑ Boring # Ground surface elev. ___ ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg& The Department of Commerce is an equal opportunity service provider and employer, if you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SBD.8330Test (R.07 /00) Pi,, v � I , z 330 qq I r i 100 I� r e �.2 ► � F 2- —7 o C r I �C"11 1 Q P of cc'10 rl pR loo 4 `� 91' 2 x_7 167 r ST. CROIX COUNTY how, WISCONSIN ZONING OFFICE r w r ■ r ....�. ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road SAM s _�.� Hudson, WI 54016 -7710 -- (715) 386 -4680 FAX (715) 386 -4686 MEMO TO FILE On site soil evaluations were requ b CST Tom Nelson, for the preliminary borings for the four lot minor subdivision kno `D' owned by Fred Lenertz. I was out on site for these borings on October 15, 20 ight conditions were overcast. I visited the site by request from Mr. Nelson to verify that mound conditions existed for the preliminary soil borings. Tom had soil pits open for observation. Lot configurations had not yet been established at on site date. Some of the soil pits had bedrock and/or redoximorphic features present, but adequate soil conditions and soil depth seemed to exist for mound installations if additional soil borings would reveal similar soil conditions. Additional soil pits would be required to define the entire system area. I requested Mr. Nelson to provide a map to the Zoning office showing locations of the pits that I observed, since no lot lines had been established as of the on site date. The Zoning office received this map on March 13, 2003. Kevin Grabau Zoning Technician i Safety and Buildings 10541 N RANCH ROAD commerce,A.gov HAYW RD WI 54843 ' TDD * (608) 264 -8777 isconsin www.commercestate.wi.us /sb www.vVisconsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary p y l i lft/ July 01, 2004 CUST ID No.224059 ATTN.• POWTS Inspector ZONING OFFICE KEITH E STONER ST CROIX COUNTY SPIA 23220 WOOD CREEK RD 1101 CARMICHAEL RD SIREN WI 54872 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/01/2 06 Identification Numbers Transaction ID No. 1014181 SITE: f 'v Site ID No. 685485 Fred Lenertz Please refer to both identification numbers, Kreuzinger Rd above, in all correspondence with the agency. Town of Kinnickinnic St Croix County NW1 /4, SE1/4, S5, T28N, R18W Lot: 3, FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 965498 Maintenance required; 450 GPD Flow rate; 34 in Soil minimum depth to limiting factor from original grade; j System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /O1) 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 WasteMater Systems Version 2.0" SBD- 10691- P(N.01 /01). • The pressure network is to be constructed in accordance with "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits r required by the state or the local municipality shall be obtained prior to commencement of p construction/installation /operation. < In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this ` review shall relieve the designer of the responsibility for designing a safe building, structure, or component. I KEITH E STONER Page 2 7/1/2004 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. Sincer Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Thomas E Devereaux Plumbing / POWTS Reviewer II , Integrated Services WiSMART code: 7633 (715)634-3026, 7:15 am - 4:00 pm Mon. - Fri. tdevereaux@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 David B Fogerty, Fogerty Plumbing & Perk Testing Inc i MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIG ' Residential Application INDEX AND TITLE PAGE Project Name: Fred Lenertz Mound Owner's Name: Fred Lenertz Owner's Address: 220 Livestock Exchange Bldg. St. Paul MN 55075 651 -451 -7320 Legal Description: NW1 /4 -SE1 /4 Sec. 5 T28N R18W Township: Kinnickinnic County: St. Croix Subdivision Name: CSM Revised D Lot Number: 3 Block Number: NA Parcel I.D. Number: Pending Plan Transaction No.: Page 1 Index and title Page 2 Data entry yo�� ,�• Page 3 Mound drawings Page 4 Lateral and dose tank' ti a F� N is Page 5 System maintenance specifications r �- N 16NN\� Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan � s p ...... �'� Designer: Keith E. Stc#er kEir License Number: Designer# 1575 -007 Date: 06/17/04 �Fq *ihone Number: (715) 653 -2324 Signature: t to the Mound Component Manual for + Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Pagel of 8 V , Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for faecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 5.00 Site Slope ( %) � q L- Z3 bv� 98.fl ontour Line Elevation (ft) V�� 24.00 Depth to Limiting Factor (in) " U 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information L11 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) Dispersal Cell Design Loading Rate (gpd /ft Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (core) c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation ft) 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.75 Estimated Orifice Spacing (ft) = 7.03 ft /orifice 2.00 Forcemain Diameter (in) 1 0 250.00 Forcemain Length (ft) Does the forcemain drain back? Y 80.80 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 40.78 Forcemain Drainback (gal) /Z. 17.87 Vertical Lift (ft) 81.06 5x Void Volume (gal) 3.82 Friction Loss (ft) 121.84 Minimum Dose Volume (gal) 28.18 Total Dynamic Head (ft) 26.36 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options p c hoice 0.75 125 x 1.00 x 1.50 x x 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete IManufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filte Information 602.821 Dose Tank Capacity (gal) JZabel Filter Manufacturer 11.821 Dose Tank Volume (gal /in) IA100 Filter Model Number Wieser Concrete Manufacturer Project: Fred Lenertz Mound Page 2 of 8 op 013 A>M 3 Mound Plan View t I,t J 1/ 1 B ... Observation Pipe lQ — . T —''' T . . K p ` W _ I _ B.. .. -- .. . . . z L Mound Component Dimensions A 5.00 ft E 15.00 in H 1.00 ft K A107.50 ft B 90.00 ft F 9.50 in 1 8.97 ft L ft D 12.00 in G 0.50 ft J 5.98 ft W ft 450.00 (ft Dispersal Cell Area 1257.35 (ft Basal Area Available 5.00 (gpd /ft) Linear Loading Rate 1 9.00 (ft) 1/10 B Obs. Pipe Placement �f Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.79 (ft) ► • G :�i 2 fffff rrr.. G I . } } } }. }rfff } 1} } } } { }}I • Dispersal Ce F Cell 99.50 (ft) Lateral 99.00 (ft)--► Invert E Dispersal Cell p 3 :: t Elevation = f =:::• 1 l - t 7 ��- 98.00 (ft) ontour Elevation 5.0 % Site Slope Geotextile Fabric Cover Shading Key m Lx T Dispersal Cell See lateral details on 1[] M Topsoil Cap c c 1.5 ft Page 4 for number, size, Subsoil Cap o and spacing of laterals. u ASTM C33 Sand :5 F Laterals are equally © ] Z ® Tilled Layer 0.5 ft Typical Lateral spaced from the F51 Aggregate v c 5 distribution cell's - = � ` centerline in the — A ---* distribution cell (AxB). Project: Fred Lenertz Mound Page 3 of 8 r` Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical S 1P •= Turn -up rdbaII vahre or + <-X 3 ,Fx12' x120 Laterals & force main of PVC Sch 40 of ea n out pl u g per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.85 ft Lateral Length (P) 44.18 ft Orifices per Lateral 16 Lateral Spacing (S) 2.50 ft Orifice Density 7.03 fe /orifice Lateral Flow Rate 6.59 gpm Manifold Length 2.50 ft System Flow Rate 26.36 gpm Manifold Diameter 1.50 in Total Dynamic Head 28.18 ft Forcemain Velocity 2.69 ft/sec Dose Tank Informa Locking cover with warning label and locking device and ✓ sealed watertight Electrical as per NEC 300 and ---► I Comm 16.28 WAC 4 in. min. Disconnect __ Tank component is properly vented E — Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer _ 2 in. Capacity 602.82 Gallons Volume 11.82 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 28.69 339.14 C B 2.00 23.64 P� ump off _elevation (ft) C 10.31 121.84 81.63 D 10.00 118.20 D Total 51.001 602.82 � Do tank elevation (ft) 3" Bedding uncTer tank. 80.80 Alarm Manuafacturer IS. J. Electro Alarm Model Number 11 -01 H �— Pump Manufacturer JGo Pump Model Number 1#3885 WE05H Pump Must Deliver 26.36 gpm at 28.18 ft TDH Page 8 Project: Fred Lenertz Mound Pa g Mound System Maintenance and Operation Specifications Service Provider's Name Tri- County Sanitation I Phone (715) 386 -0114 POWTS Regulator's Name St. Croix County Zoning Office Phone (715) 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 J cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Ins ect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished X75 Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral g Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Fred Lenertz Mound Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01 /01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump 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 a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. 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 filter is equipped with an alarm, the fifter 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 sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial 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. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary_ Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing_ Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg /L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg /L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Fred Lenertz Mound Page 6 of 8 Page 7 of 8 MGOULDS PUMPS Submersible Effluent Pum 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS ■ Shaft: Corrosion - resistant Single phase: ■ Bearings: Upper and stainless steel. Threaded •Built -in overload with lower heavy duty ball bearing Specifically designed for the design. Locknut on three phase automatic reset. construction. following uses: models to uard against • All single phase models • g g g p ■Power Cable: Severe duty Homes component damage on feature capacitor start rated, oil and water resistant. • Farms accidental reverse rotation. motors for maximum • Trailer courts Epoxy seal on motor end • Motels ■ Fasteners: 300 series starting torque. provides secondary moisture • Schools stainless steel. •'/3 and' /2 HP —16/3 SJTOW barrier in case of outer jacket • Hospitals ■ Capable of running dry with 115, 208 and 230 Volt damage and to prevent oil three prong plug. wicking. tandard cord is 20'. Industry without damage to • ; 14.2 HP —1413 STOW with 9� • Effluent systems components. Optional lengths are available. bare leads. ■ O-ring: ssures positive ■ Designed for continuous Three phase: g' p sealing against contaminants SPECIFICATIONS operation when fully • Overload protection must Pump submerged. be provided in starter unit. and oil leakage. • Solids handling capabilities: • I h -2 HP —14/4 STOW with ` /4" maximum. MOTORS bare leads. AGENCY LISTINGS • Discharge size: 2" NPT. ■ Fully submerged in high- • Designed for Continuous • Capacities: up to 140 GPM. grade turbine oil for lubrication Operation: Pump ratings are Tested to UL 778 and • Total heads: up to 128 feet and efficient heat transfer. within the motor manufacturer's csa ?2_2 108 standards •� TDH. recommended working limits, By Canadian standards ■ Class B insulation. Associatm • Temperature: can be operated continuously ce us rile #tR3850 104"F (40`C) continuous without damage when fully 140OF (60 intermittent. submerged. Gotdds Ptrrlps is ISO 9001 • See order numbers on reverse side for specific HP, MET 40 FEET 0 voltage, phase and RPM's WEt5HH S IZE SERIE soups availa 3s t 20 RPM: 3500 & 1750 110 WE20H � • � SGPM FEATURES 30 100 A 5 Fl ■Impeller: Cast iron, semi- ° 90 WE15H open, non -clog with pump -out = 25 80 10H vanes for mechanical seal 70 we07 protection. Balanced for > 20 50 smooth operation. Silicon ° WE05 bronze impeller available as o 15 50 E05H an option. 40 ■ Casing: Cast iron volute type 10 30 WE03M for maximum efficiency. 5 20 WE03L 2" NPT discharge. 10 ■ Mechanical Seal: SILICON 0 0 CARBIDE VS. SILICON 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM CARBIDE sealing faces. 0 s 10 - 15 20 zs 30 35 m Stainless steel metal parts, CAPACITY BONA -N Plastomers. Goulds Pu 4, 2 0°1 Va4ds Pump} ITT Industries ttec UVe November. 2001 www.youlds.com 83885 S Page 8 of 8 Site Plan For: Fred Lenertz Lot #3 of Revised CSM D Prt. of the NWl /4 -SE 1 /4 Sec. 5 T28N -R1 8W Kinnickinnic Tnsp. - St. Croix Co. A BM = Top of iron Pipe 0 25 50 HRP =Same I�ti 5 (f) ASSUMED ELEV. = 100 #2 - BM = Top of 12 "Spike ZOOAmParcel Proposed Wieser Concrete 10001600 gal. Combination Tank w/a Zabel A -100 Filter Proposed 3 Bedroom Home a Proposed 2 "Sch. 40 Force Main - - - -- _ -- - -� - - - - - -- _ 94.00' 9 Budding Setback Line i 0 — 98.00' I #2 - B Proposed Yx 90'Mound Cell with a System Elevation of 99.00' #1 — 100.00' Maintain well and waterline sethaeb per Comm 83.43(8)(, Kruednger Road Materials shall conform to the requirements of Comm 84 i d 2469P 241 `� 7 4 6 4 0 E3 STATE BAR OF WISCONSIN FORM 1, 1998 WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., NI Document Number RECEIVED FOR RECORD This Deed, made between Frederick G. Lenertz. single , Grantor, 12/05/2003 1 2:349 _ PH and Michael F Yanish WARRANTY DEED Grantee. Grantor, for a valuable consideration conveys to Grantee the following EXEIPT # described real estate in St. Croix County State of REC FEE: 11.00 Wisconsin (the "Property"): TRANS FEE: 131.70 COPY FEE: CC FEE: PAGES: 1 Lot 3, Certified Survey Map filed as Document No. , located in part of the NW 1/4 of the SE 1/4 of Section 5, T28N, R18W Town of Kinnickinnic, Recordin Area St. Croix County, Wisconsin Name and Return Address First National Bank of New Richmond PO Box 89 New Richmond, WI 54017 Parcel Identification Number (PIN) o 10 /Q Cf0 0 00 This is not homestead property. (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible In simple fee and free and clear of encumbrances except Dated this day of November 2003 (SEAL) (SEAL) Fre c rt (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, WENDY SWATZINA } ss St. Croix County authenticated this STA Tte cCIF WISC C�NS -}1� Personally came before me thislcQ day of November 2003 the above named Frederick n rtz a sin ale to me known to be the person .1 who executed a foregoing instrument TITLE: MEMBER STATE BAR OF WISCONSIN and a nowledge the same. (If not, authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS DRAFTED BY Notary Public, S e of isconsin Coldwell Banker Burnet 1301 Coulee Road My commission is permanent. (If not, state expiration date: Hudson, WI 54016 3 -64824 (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. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 — 1998 Milwaukee, Wis. I Frei. Lenertz NW /4 SEI/4, Section5 T28N-Rl8W L 3 JUIN 0 3 2004 zoll"i k G ;0 F! CL . ...... .. 94' 82 7, B4 96' 114 B 98' m 86' low— a 45$ BMI 100' r Kruezinger Road BM I Top of iron pipe 100.00' BM2 Top of spike 98.92 B 198.54' B2 95.33 B3 98.42 B4 97.70 'Momas Nelson 227387 Kevin Grabau From: Tom Nelson [spirit @frontiernet.net] Sent: Thursday, June 03, 2004 12:42 PM To: Kevin Grabau Subject: i PROBABLY SHOULD HAVE STARTED ALL OVER AND NOT WORKED WITH THE ORIGINAL GRAPHIC. hERE IS LOT THREE WITH ADJUSTMENTS.Re: lot for Lenertz A- LenkinsitpinMabc DF. pdf I probably should have started over with a new scan instead of trying to use the old graphic. Here is lot 3 with the adjustments made.. AS I went closer to the road on lot 3 I ran into very shallow bedrock. To the north on the other side of the ravine was not good either. Tom - - - -- Original Message - - - -- From: "Kevin Grabau" <KevinG @CO.Saint- Croix.WI.US> To: "Tom Nelson" <spirit @frontiernet.net> Sent: Thursday, June 03, 2004 10:08 AM Subject: RE: lot for Lenertz Tom, Thanks for getting on this right away. I do have a few concerns, and need a little more info: LOT 3: 1. B1 an B4 are both shown to be 45' off the lot line, but B4 is downslope on a different contour 2. a measurementis needed for the actual distance between B3 and B1 along contour, for accurate system design 3. there is a measurement of 114', is this for distance of B1 from west P /L? LOT 4: 1. overall, the sizing of everything is too small to read. Could you please enlarge all the numbering etc. Copies need to go to the State, and when copied, they are not legible. 2. actual distance between B3 & B4 is needed; again, for system design Also, just another note on LOT 3, is this the only area? I know that lot 4, from Leroy's on -site, was the only area that was suitable. I guess the new lot owner is not happy that the mound is in the front yard, and wanted to know if other areas of the lot had been explored. I could not remember. Could you please make these correction. The "troups are restless" for these lots to move ahead for system designs. 1 Thanks Tom, Kevin - - - -- Original Message---- - From: Tom Nelson [mailto:spirit @frontiernet.net] Sent: Wednesday, June 02, 2004 9:12 AM To: Kevin Grabau Subject: Re: lot for Lenertz Kevin, I was able to find my field notes, so here are the corrected site plans for lots 3 and 4. I do hope this subdivision goes away now:) Please let me know that you received them Tom - - - -- Original Message - - - -- From: "Kevin Grabau" <KevinG @CO.Saint- Croix.WI.US> To: <spirit @frontiernet.net> Sent: Tuesday, June 01, 2004 11:34 AM Subject: lot for Lenertz Tom, I contacted quite a while ago about lot 4 -D, for Lenertz. There was no scale on the plot plan for your soil test. I had talked to you and you called back telling me that it is a 1 = 50'., but that does not scale out correctly. I was out on site with Dave Fogerty after the road construction, about a month or two ago, verifying soils, and site to make sure it was not screwed up from the road construction. We had to shift the site a little, but found enough room. Problem, the State won't accept the soil test with the scale on it, to verify adequate room for the system. The soils were very poor to the east of the site that we had when Leroy Jansky was out there with us. I need a plot plan with the correct scale or dimensions on it. I also need one for 3 -D. The scale of 1" = 50' is not working out. The contractor is getting upset since the permit is being delayed. If you need to, could you please revisit the site to confirm /fix the scaling and dimensions. It may be best to give Dave Fogerty a call, since he has all the specifics of system layout, etc. His cell # (651) 402 -2106 office # (715) 635 -9609 Thanks, I know everyone is chomping at the bit here. I had thought from our conversations that you were going to submit a revised plot plan. Could you please submit them for both of these lots. Thanks Tom, if you have any questions or concerns please call! 2 Kevin Grabau St. Croix County Zoning Department , 11'01. 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CROIX COUNTY GOVERNMENT CENTER `: r r �r r • ■. 1115 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386-4680 Fax (715) 386A686 www.co.saint-croix.wi.us To: From: Fax: �- / ,o3s- 0 Pag Phone: I S b 3 S, `�(, o `� Date: �1,.r u ct Re: C`CT�ES l..Q CC: upt\j ❑ If this box is checked please submit a check for a $5.00 fax fee made payable to "St Croix County Zoning" along with a copy of this fax sheet to St Croix County Zoning Department, 1101 Carmichael Road, Hudson, WI 54016. 0 Comments: I probably should have started over with ins ing to the old graphic. Here is lot 3 with the adjustments made.. AS I went closer to the road on lot 3 I ran into very shallow bedrock. To the north on the other side of the ravine was not good either. ----- Original Message - - - -- From: "Kevin Grabau" <KevinG @CO.Saint- Croix.WI.US> To: "Tom Nelson" <spirit @frontiernet.net> Sent: Thursday, June 03, 2004 10:08 AM Subject: RE: lot for Lenertz Tom, Thanks for getting on this right away. I do have a few concerns, and need a little more info: LOT 3: 1. B1 an B4 are both shown to be 45' off the lot line, but B4 is downslope on a different contour 2. a measurementis needed for the actual distance between B3 and B1 along contour, for accurate system design 3. there is a measurement of 114', is this for distance of B1 from west P /L? LOT 4: 1. overall, the sizing of everything is too small to read. Could you please enlarge all the numbering etc. Copies need to go to the State, and when copied, they are not legible. 2. actual distance between B3 & B4 is needed; again, for system design Also, just another note on LOT 3, is this the only area? I know that lot 4, from Leroy`s on -site, was the only area that was suitable. I guess the new lot owner is not happy that the mound is in the front yard, and wanted to know if other areas of the lot had been explored. I could not remember. Could you please make these correction. The "troups are restless" for these lots to move ahead for system designs. Thanks Tom, Kevin Fred Lrtz NWI/4, SEIA, Section5 T28N-Rl8W LoG . ..... .... . . . . . ......... 94* 60, B2 . _,_ . . ... . .... . . JUI 83 98 m 11-1 0 86 PM2 10 --- BI Of 451 SW tot-1066ier BMI Kruezinger Road BMI Top of iron pipe 100,00' BM2 Top of spike 98.92 B 198.54' B2 95.33 B3 98.42 B4 97.70 Thomas Nelson 227387 Fred Lenertz NW 1 /4, SE 1 /4, Section 5 T2 8N -R 18 W Lot 4 94 ' 25' B2 96 �,.M� 172' . � 98' o� Bl M_r....slope 100° 5 SW IAA comer Kreuzinger Road BM 1 Top of irion pipe 100.00' BM2 Top of spike 98,60' B1. 96.40' B2 95,97' B3 98.47' B4 98.50' Thomas Nelson 227387 Pam Quinn From: Tom Nelson [spirit @frontiernet.net] Sent: Wednesday, June 02, 2004 9:12 AM To: Kevin Grabau Subject: Re: lot for Lenertz Attachments: Len kinsitpin003abc.pdf; Len kinsitpin004abc.pdf Len kinsitpin003abc. Len ki nsitpl n004abc. pdf (172 KB... pdf (76 KB)... Kevin, I was able to find my field notes, so here are the corrected site plans for lots 3 and 4. I do hope this subdivision goes away now:) Please let me know that you received them Tom - - - -- Original Message - - - -- From: "Kevin Grabau" <KevinG @CO.Saint- Croix.WI.US> To: <spirit @frontiernet.net> Sent: Tuesday, June 01, 2004 11:34 AM Subject: lot for Lenertz Tom, I contacted quite a while ago about lot 4 -D, for Lenertz. There was no scale on the plot plan for your soil test. I had talked to you and you called back telling me that it is a 1" = 50'., but that does not scale out correctly. I was out on site with Dave Fogerty after the road construction, about a month or two ago, verifying soils, and site to make sure it was not screwed up from the road construction. We had to shift the site a little, but found enough room. Problem, the State won't accept the soil test with the scale on it, to verify adequate room for the system. The soils were very poor to the east of the site that we had when Leroy Jansky was out there with us. I need a plot plan with the correct scale or dimensions on it. I also need one for 3 -D. The scale of 1" = 50' is not working out. The contractor is getting upset since the permit is being delayed. If you need to, could you please revisit the site to confirm /fix the scaling and dimensions. It may be best to give Dave Fogerty a call, since he has all the specifics of system layout, etc. His cell # (651) 402 -2106 office # : (715) 635 -9609 Thanks, I know everyone is chomping at the bit here. I had thought from our conversations that you were going to submit a revised plot plan. Could you please submit them for both of these lots. Thanks Tom, if you have any questions or concerns please call! Kevin Grabau St. Croix County Zoning Department 1101 Carmichael Rd Hudson, WI 54016 715.386.4680 keving @co.saint - croix.wi.us 1 Fred Lenertz 1 /4, SE l l4, Sections T28N -R18W Lot 94' 60= B2 i56' B4 - � 96' 114' ■ -. 105' 133 5 a 45' i 1 o' F 1 B1 Starner - �.`� ~-- .100 Kruezinger Road BM 1 Top of iron pipe 100.00' BM2 Top of spike 98.92 B 198.54' B2 95.33 B3 98.42 ` B4 97.70 I Thomas Nelson 227387 �I