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HomeMy WebLinkAbout032-2158-10-025 C C d O C_ ^' CD C/) v vi O Cl) ,c w N s- w c '* w 3 w N H x V Q (D N A 0 N O A A w c m p g (n m�O ` 1 N N N CD SU 7 cn 0 0 C:) = A N ° 3 to O c (O O lr N A 0 N G� ° m Q a rn IC I N N O ' O .+ � lot 0 0 0 Z O O 0 0: p w co o �. O CO N N N O O O (n 0 C 1] a c" 3 c N Z w CL O O O °: N C O 0 G Ci I o � (n vi (n � � O (D 'fl O v y N X O N M O cc K fD z z D D o O =3 CL H (D N CD O 3 �p O 3 m cD rn S A ? n N �► K CD A 0 ' (a I v Z C) W 'U :� w a 3 z OO Z 3 m N Z I lu y 0 0 gyp' O. CL 5 a' >• ^' ED = D) C ° j z a n � jo O (� � cp 3 in v \ I m CD a v =r w CD N y D_ OQ w2 a O Z A CD CD CD 3 cn : w N N CD b � j v � O 0 b 1 7 0 (D o a m to O r ti ° CD ° CL Parcel #: 032 - 2158 -10 -025 11/30/2007 08:26 AM PAGE 1 OF 1 Alt. Parcel #: 9.30.19.1361A 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Ma # Sales Area Application # Permit # Permit Map pp Type 06/17/2002 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner O - KURKOSKI, BRAD & ANNE BRAD & ANNE KURKOSKI 1697 56TH ST SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 1697 56TH ST SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 2.959 Plat: 09- 012 -ROY RIDGE ESTATES 2002 SEC 9 T30N R19W PT NW NE LOT 1 ROY RIDGE Block /Condo Bldg: LOT 1 ESTATES EXC COM SW COR LOT 1 ROY RIDGE ESTATES; TH S89' E 221.13 FT TO POB; TH Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) S89' E 180 FT; TH N01' E 60.01 FT; TH 09- 30N -19W NW NE N89' W 180 FT; TH S01' W 60.01 FT TO POB. ALSO BEG NW COR LOT 4 CSM 15 -4239; more Notes: Parcel History: Date Doc # Vol /Page Type 06/12/2006 827274 QC 03/03/2005 788765 2758/620 AFF 11/15/2004 779987 2696/67 WD 06/17/2002 681805 1910/590 WD more 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/17/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.959 47,300 222,300 269,600 NO Totals for 2007: General Property 2.959 47,300 222,300 269,600 Woodland 0.000 0 0 Totals for 2006: General Property 2.959 47,300 221,300 268,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 11/17/2006 Batch #: 06 -20 Specials: User Special Code Category Amount I Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Pam Quinn From: Jansky, Leroy G - COMMERCE [Leroy.Jansky @Wisconsin.gov] Sent: Wednesday, February 10, 2010 4:34 PM To: Pam Quinn Subject: RE: filling below mound toe Attachments: Ristau 4.pdf I m Ristau 4.pdf (34 KB) I feel that fill can be placed without doing too much harm. It just depends on how you do it and what type of equipment is used. If one to two feet of fill in the 15 foot down slope area could be placed with a backhoe rather than a frontend loader or blade I believe that would be best. Once a foot or so of fill is under a tracked machine compaction will be minimal. A good time to fill would be in the early winter when the ground is frozen without snow cover - no compaction then! I allowed a somewhat similar situation to occur on a site in Chippewa County. The top and upslope part of the mound were not altered (as far as I know). My report for that site is attached. Call if you have more questions. Leroy G. Jansky, CPSS POWTS Wastewater Specialist Wisconsin Dept. of Commerce Safety and Buildings Division 13 E. Spruce Street Suite 106 Chippewa Falls, WI 54729 (715) 726 -2544 - Office (715) 726 -2549 - Fax (715) 828 -5902 - Cell From: Pam Quinn [PamQ @CO.Saint- Croix.WI.US] Sent: Monday, February 08, 2010 13:51 To: Jansky, Leroy G - COMMERCE Subject: filling below mound toe Hi Leroy! John Schmitt has a client who would like to do some landscape improvement this spring and wanted to know about adding several feet of fill in the 15' no -mans land below the mound. I am going to take a look at topography as soon as snow cover disappears, but both of us were concerned about potential compaction. The fill would have to be place in lifts and even if a Bobcat is used, would that be too likely to compromise the soil's infiltration capacity? The mound was built in 2005 and there is a big dip in the yard between it and the fill used for driveway. I can send you the site plan, but wanted to gather a little insight before I go out and have to explain things to the homeowner. They are clueless about mounds, so will copy the cross - section and maintenance info for their edification! p.s. due to fill, excavation for a large stormwater retention area, and stupidity, there are no other mound locations left on this corner lot:) Rocky Ridges Subdivision, Somerset township. Pamela Quinn, Zoning Specialist ( POWTS) St. Croix County Planning & Zoning Dept. 1101 Carmichael Road 1 i SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street I v i INSPECTION REPORT Chippewa Falls, 547 www.commerce.sto tate.wi.us us sconsin Scott McCallum, Governor Department of Commerce Brenda J. Blanchard, Secretary Date of Inspection: June 16, 2006 Plumber Name and Address: Steve Bergeman, MP 4412 Project Name: Ristau 12605 40th Ave Use: Residential Chippewa Falls, WI 54729 Legal Description: NE, NE, 10, 28,8W Site Number: 626172 Certified Soil Tester Name and Address: Subdivision: Municipality: Town of Lafayette County: Chippewa Plan Transaction Number: 613957 Sanitary Permit Number: Owner Name and Address: Helen M. Ristau Trust Wastewater Flow: 450 gpd 425 5th Ave Persons Present: NA Eau Claire, WI 54703 An onsite consultation was conducted at the request of the owner's son, Dave Ristau, (8221 Marsh Creek Rd, Woodbury, MN 55125) regarding the feasibility of placing a substantial amount of fill material on the down slope toe of the mound. The intent is to fill the lot prior to remove it from the flood plain in order to build a new home. The issues with the mound system concern filling around /over the mound and septic /dose tanks. It is my opinion that soil fill may be placed over the down Distribution cell slope toe with little or no impact on the mound's operation. Road ' It is unadvisable to put more fill over the top of the mound <;<ill > since the additional depth may restrict atmospheric diffusion of .. oxygen into the distribution cell reducing reaeration of the infiltrative Mound surface. Reduced aeration may lead to early and more intense biomat r n repaired b removing the i n hydraulic failure of the distribution cell. This t a ca be pa y g formation and type of failure cell and replacing it, but it is best to avoid filling that may hasten such failure. It is recommended to rough up the soil surface of the sod along the down slope toe prior to placement of fill. The manhole riser rings, vent, and electrical service will need to be raised to accommodate maintenance of pumps and filters. The vent must be at least 12 inches above finished grade. Manhole riser rings must be at least 4 inches above finished grade. The electrical junction box must be accessible and needs to be of an approved type. I believe that the maximum cover over these tanks is 8 feet. The maximum depth of bury is set by the tank manufacturer. Lastly, it is recommended that the tanks and manhole risers be inspected to make sure they are watertight prior to fill placement. No state level plan approvals are necessary to place the fill as long as the distribution cell is not modified and tanks are not replaced. report, lease contact me. If there are an questions regarding this ep rt, p any 9 9 Leroy G. Jansky, PSS, Wastewater Specialist Ljansky @commerce.state.wi.us E -mail 715/726 -2544 Voice 715/726 -2549 Fax cc: ❑County ❑ Plumber ❑ CST ❑ Owner ❑ Other Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building -Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 463341 0 GENd*RAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Kurkowski, Brad I Somerset, Town of 032 - 2158 -10 -000 CST BM Elev: jInsp.BMEIev: BM Description: C r► Section/Town/Range/Map No: J027 P a d' �j,,,,�C� 09.3019.1361 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic , t � , Z � Q Benchmark W O � Dosing BM 1b t7weN- 1 ,, T I ?• !cam F Aeratien Bldg. Sewer 9 . b � , Z Z Holding St/Ht Inlet 1Z .Z7 9y� TANK SETBACK INFORMATION St/Ht Outlet Z .4 77 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 57 I '7 �b � 3 6i Dt Bottom 16.7 -I 1 -49 Dosing 5 7 7 � 4 �r , Header /Man. . / 3 S-) Aeration V Dist. Pipe q Holding Bot. System I PUMP /SIPHON INFORMATION Final Grade 166 (A Manufacturer ``� I Demand St Cover l3t>C5 l S GPM $ •�\ ��•�� Model Number t , lxJ� = 6 J�, ✓T TDH 1 1-ift Friction L ss System Head TDH t Forcemain Length T / Dia. Z ii Dist. to Well 7 715 � • ��' SOIL ABSORPTION SYSTEM - Z BED /TRENCH Width f Length j No. Of TrencqN PIT DIMENSIONS No, Of Pits Inside Dia. Liquid Depth DIMENSIONS , '1 1 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: i INFORMATION CHAMBER OR Type Of System: 175 UNIT Model Number: I 00 DISTRIBUTION SYSTEM 1 Header /Manifold Distribution �T Z I x Hole Size x Hole Spacing Vent to Air Intake 1-ength Dia 1 �� i Pipe(s) ngth / T Dia , Spacing 4 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over i Depth Over xx Depth of xx Seeded /Sodded r Mulched Bed /Trench Center Bed Trench Edges \ Topsoil 1 ,� � es No Nres ]N. COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 1697 56th Street S merset, WI 54025 (NW 1/4 NE /4 9 T31 N R19W) Roy Ridge Lot 1 Parcel No: 09.31.19.1361 � 1.) Alt BM Description S Go v rn fe e 6 Z- 64.k,I S = 2.) Bldg sewer length = 3 (Q - amount of cover = > Plan revision Required? "_) Yes ttt000 73 o✓ — Use other side for additional information. _ SBD -6710 (R.3/97) Date Insepctor's gnatu Cart. No. Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ' iscvnsin Madison, WI 53707 - 7162 Sanitary P�urn led in by Co.) Department of Commerce (608) 266 -3151 z16 ? 3 Sanitary Permit Application S tate Plan I.D. Number In accord with Comm 83.2 1, Wis. Adm. Code, personal information you provide / / 2 / , i 6 may be used for secondary purposes Privacy Law, sl5.04(1xm) Project Address (if different than mailing address) I. Application Information - Please Print All Information Property er's Name Parcel # / Block # L1 2 3 Property wner's Mailing Ad ss Property Location '? City, State Zip Code Phone Number r '/.,'/., Section 1 S5"D Y Z T� N, R�E o I1. Type of Building (check all that apply) 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name GSD N111n6eL- ❑ Public /Commercial -Describe Use C� 140acl State Owned -Describe Use /n4ll n 61-57 C� G O X 7s �'1 6 � ❑City ❑Vill e ;!kownship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable A, X New - System _ ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ 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 a ❑ Non - Pressurized In- Ground ,9 Mound > 24 in. of suitable so' ❑ 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 ❑ Grav - ess Pipe er (explain) V. Dis ersaVrreatment Area Information: Design Flow (gpd) I Design oil Applic 'on Rate(gpdsf) Dispersal Area Required (sfJ Dispersal Area Proposed (sfJ System Elevation VI. Tank Info Capacity ifi Total Number Manufacturer /Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber — VII. Responsibility Statement- I, the undersigned, aslpme responsi for ins tallation of the POWTS shown on the attached plans. _T Plumb 's ame . n Plumber' Sign a MP/MPRS Number Business Phone Number - / r S Plum er's Ad dress (Street, City, S e, Zip e VII oun /De artment Use Onl ID/ Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued , uin o Stamps) Surcharge Fee) � 5 .- 0 a 3 G O � � ❑ Owner Gi ve n Reason for Denial /� a IX. Conditions of Approval/Reasons for Disapproval mu�zt Ilk- SYSTEM OWNER: � 1 Septic tank, effluent fitter and � d VW..e JA dispersal cell must all be serviced /maintained as per management plan provided by plumber. /V_ .- 2. All setback requirements must be maintained �,�n 2u A4za - i as per applicable code /ordinances. (�`t-� & , G)(, „�1✓4 eh complete plate (to the County only) for the system on�/ ape /x /�not �ha..s�than �81/2 :11 inches in SBD -6398 (R. 01/0w O �(/ . m I Qq/ Q� „ VIYI A ' 'NI /r-- __- _- _..�...._... +�- "'-r'" � ..� -"�' % i '-`"`. �..../" ""' � ... ✓"`." -�„� \� '}v I .L G7�G7 VO ..�/ /r ----- -y - •9 - F6 LLJ r N11 -.. ( mot. O Z Orj ' �a w ^ I \ ! I c� — rn i I l og i C)) , ) /> c Oil Q \ r f I CI �l Uj I I i Q �\ I \ xw o u uj fit\ __ -- _ _ N d.' �!,•, `_ = - _ - - -_ - LE d ` ------ - __ - _ _ -� _ � r a.. �.^�� t WW N ,1 � , R ~ f _— •- •I .T F- u t Safety and Buildings �ommerce.wi. OV 10541 N RANCH ROAD g HAYWARD WI 54843 TDD #: (608) 264 -8777 i s c o n s i n www.�ommer www.wisconsin.gov Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary March 01, 2005 CUST ID No.224263 ATTN.• POWTS Inspector KIM A O CONNELL ZONING OFFICE K.O. CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/01/2007 Identification Numbers Transaction ID No. 1112996 SITE: Site ID No. 695185 Brad Kurkowski Please refer to both identification numbers, 1697 56TH St above, in all correspondence with the agency. Town of Somerset St Croix County NWI /4, NEIA, S9, T30N, R19W FOR: Description: New mound, 4 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 1005924 Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01) ( (Phi .'C.1 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes IF ° 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. r ARTME pN OF Sl 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: SEE COQ General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) • A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. Changes to the approved plan must be submitted for review and approval. Failure to properly attach the approval and index page to plans that match the copy on file with the Department may result in enforcement action under s. 145.10, Stats. (Note: the reviewer has attached a copy of the approved revised pages to the index sheet that was provided.) • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. KIM A O CONNELL Page 2 3/1/2005 Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(i). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. 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 in All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee ovide a copy of this letter to the owner and any others who are responsible for the installation, operatio r mainte ance of the POWTS. Since y, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patricia L an or POWTS Plan sewer , I tegrated Se Ices WiSMART code: 7633 (715) 634 -7810, Fax: (715) - 0, M -f 7:45 am - 4:30 pm pshandorf@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: BRAD KURKOWSKI Owner's Name: BRAD KURKOWSKI Owner's Address: 9844 KESWICK AVE STILLWATER MN 55082 Legal Description: NW-- NE-- SEC9-- T30N - -R19W Township: SOMERSET County: ST. CROIX Subdivision Name: ROY RIDGE Lot Number: 1 Block Number: ,�.T.S' V #q Parcel I.D. Number: i Plan Transaction No.: F co E aINGS , F TY AND Page 1 Index and title Page 2 Data entry R -- ' SpOND CE- Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan I Page 7 Pump curve and specifications l Page 8 PLOT PLAN Designer: KIM A OCO NE License Number: 224263 Date: 02/22/05 Z Phone Number: 715 - 755 -3145 Signat Designed Pursuant to the Mound Component Manual for POWTS 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 3.0 (03M1/01) Page 1 of 8 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 400.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 600.00 Design Flow (gpd) 5.00 Site Slope ( %) f 100.00 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 76.001 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) E Center or End Manifold " 4.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.00 Estimated Orifice Spacing (ft) = 8.11 ft /orifice 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) Does the forcemain drain back? 94.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 6.83 Vertical Lift (ft) 67.38 5x Void Volume (gal) 2.00 Friction Loss (ft) 83.70 Minimum Dose Volume (gal) 15.33 Total Dynamic Head (ft) 30.48 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x X 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 1260.001 Total Tank Capacity (gal) 1260.001 Septic Tank Capacity (gal) 58.00 Total Working Liquid Depth (in) WEEKS I Manufacturer 21.72 gal /in (enter result in cell B49) Do Ta nk Information Effluent Filter Information 80 Dose Tank Capacity (gal) JZab I Filter Manufacturer 21.76 Dose Tank Volume (gal /in) Al 00 Filter Model Number WEEKS IManufacturer Project: BRAD KURKOWSKI Page 2 of 8 Mound Plan View I t 1/1 B J Observation Pipe �.... — :................ ♦ K ... • ...... .......... .... ............................... F O A W I: B :::::::::::::::::::::: :::::::::::::::::::1:::.:::.::: — z 3 :. .:: .:•:•: ::: :: L Mound Component Dimensions Down slope toe extension made. A 8.00 ft E 16.80 in H 1.00 ft K A25.98 ft B 75.00 ft F 9.50 in z 12.00 ft L ft D 12.00 in G 0.50 ft J 5.98 ft W ft 600.00 (ft Dispersal Cell Area 1500.00 (ft 2 ) Basal Area Available 8.00 (gpd /ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.79 (ft) ♦ H G j F Dispersal ceii 101.50 (ft) Lateral 101.00 (ft)- - ► — Invert Dispersal Cell 3 ___: t Elevation E D s 4 100.00 (ft) Contour Elevation 5.0 % Site Slope Geotextile Fabric Cover Shading Key a �— Dispersal Cell See lateral details on it Topsoil Cap t o 1.5 ft Page 4 for number, " " " "' Subsoil Cap a c 0 T size, and spacing of ©0 ASTM C33 Sand a Z F laterals. Laterals are ®� Tilled Layer c a 0.5 ft Typical Lateral ❑ equally spaced from n5 0 Aggregate o s the distribution cell's }-- A - 0 centerline in the distribution cell (AxB). Project: BRAD KURKOWSKI Page 3 of 8 End Connection Lateral Layout Diagram i Laterals centered over the A &8dimension += Turn-up vitball valve orolesnoutplug P ,I Alflaterals de ntical IE X _41 Hot es drilled on the bottom of the lateral equally spaced S Force main eonneotion via tee or cross to manifold at any point. Laterals & Force main of PVC Sch 40 (per COMM Table 04.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.04 ft Lateral Length (P) 73.44 ft Orifices per Lateral 37 Lateral Spacing (S) 4.00 ft Orifice Density 8.11 ft /orifice Lateral Flow Rate 15.24 gpm Manifold Length 4.00 ft System Flow Rate 30.48 gpm Manifold Diameter 1.50 in Total Dynamic Head 15.33 ft Forcemain Velocity 3.11 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -► Comm 16.28 WAC 4 in. min. Disconnect Tank component is property vented < Aftemate outlet location Forcemain diameter WEEKS Manufacturer 117 2 in. Capacityl 8007 Gallons — T Volume 21.76 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 21.10 459.14 B 2.00 43.52 C Pump off e levation (ft) C 5.66 123.26 94.67 D 8.001 174.08 D Total 36.76 800.00 Do se tank elevation (ft) 3" Bedding un er tank. 94.00 Alarm Manuafacturer JSJ ELECTRO Alarm Model Number I HWHW 100 Pump Manufacturer IGOULDS Pump Model Number IWE0311L Pump Must Deliver I 30.48 gpm at 15.33 ft TDH Project: BRAD KURKOWSKI Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name KIM A OCONNELL J Phone 715 - 755 -3145 POWTS Regulator's Name ST.CROIX COUNTY ZONING Phone 715 -386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1260 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewaterl Domestic Maximum Fecal Coliforml >10E4 1 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 Inspect 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 ............... Grade \ "' 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: BRAD KURKOWSKI Page 5 of 8 P er f orma nc e bubmersiole E�ttluent , �g Curves' Pu mp s � 7 METERS FEET 90 MODEL 3$85 ss 90 SIZE ,3 /4" Solids WE 15H 70 20 W71 0 H • • 60 — }- --}- -- �--- — r°- •wso�H• WE05H 40 - WE03M _- 20 WE03L 5 r0 C_ 0 0 10 20 90 16 `. 60 70 60 90 100 110 120 G r p 10 20 - JO rn ' CAPACIYY �GOULDS PUMPS INC, UBi F044S WW n A 1306 METERS FEET -r-- -r MODEL 3885 120 I -' — •-r-- -}-- �. I I ... SIZE '/4 35 110 WE15HH }- ... w. ........ -q - ..y�.n t oo .. .a.., ,�. M'n \_MSNY^- ... .... ft_•^.ee . ...... ., .... .. .. ..... .._. .._..... ... _ - � .. W:f Vc I 1— I � I 60 ,, h..,.�. ... 60 tObNri _ _ If 40 _ 10 90 "' 10 0 0 1. 20 40 ) 60 70 90 W 100 110 120 OPM 0 � 2G xm;• v IVdS OC'vd01 Pvmpi, 1nC. _.._ __ _. Enrov:q wV I 4 1 Y i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer Mailing - Adciress p p i i 1/? i-7N S Property address y7 S III S�. Soh, >�5��— 1,✓( Q 2� (Verification required from Planning Department for new construction) City/State Et�; T (�� �.�-- Parcel Identification Number LF.G L DESCRIPTION Property Location �� '' /a, Sec., TAN -R W, Town of Subdivision , Lot #,_. Certified Sun'ey Ma # Page F , Volume , # Warrant' Decd # 9 q( , Volume , Page # 6�p Spec house ❑yes X no Lot lines identifiable X'yes ❑ no SYSTEM (MAINTENANCE kmproper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pt rnpir otzt the septic tank- every three years or sooner, if needed by a licensed pumper. What you put into the system can affect Lilt: function of the septic tank as a treatment stage in the waste disposal system, laic property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plurrnber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I) the on -site wastewater disposa I system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain 9 the private sewage disposal system with the standards g P g P Y d ds set forth, herein, as act by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained roust be completed and returned to the St. Croix County Zoning Office within 30 clays olf the t c ye expiration date. h SIGNATURE Of APPLICANT DATE OWNER CERTIFICATION 1 (Nve) certify that all sia4gwnts on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property d ribed ab y virtue q a warranty deed recorded in Register of Deeds Office. L / /�i SIGNA4,-, F DATE Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department, * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed I i 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, Stats. 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 fitter 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 fitter when removed from its enclosure. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent fitter 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 1/3 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 fitter 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. Continency 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 clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: BRAD KURKOWSKI Page 6 of 8 Pam Quinn From: Pete Kling Sent: Tuesday, March 08, 2005 8:08 AM To: Pam Quinn Subject: RE: Another redesigned stormwater pond Yes, They submitted the changes to me and to DNR and we both approved them. A serious amount of grading is going on but in the end they're creating more storage than before. We really must get this process standardized. Pete - - - -- Original Message---- - From: Pam Quinn Sent: Tuesday, March 08, 2005 7:43 AM To: Pete Kling Subject: Another redesigned stormwater pond Checking to see if the owner of Lot 1, Roy Ridge in Somerset Twp. submitted his engineer's redesigned stormwater pond and other grading proposals for approval before it is recorded on his deed? Owner name Kurkowski, Brad and Kip Johnson of A C/a is the project engineer. Will fax you copies of what is included in their sanitary permit application packet. I'm not issuing anything until I verify you have seen and approved the redesign. Thanks - PAMELA QUINN, ZONING SPECIALIST ST. CROIX CO. ZONING DEPT. PAMQ9CO.5AINT- CROIX. WI. US 1 l L .40 1. Np n_� r- � ( O to ' n co 0 D o m 8 rn � 7C b c �°,Z_ -�cO�y d x6 " C1 m aw -�zse 7 A o D oz z S z T LO 2 C. m � � _ S,_M. IN VOL. 13 PG. 3661 m r 56TH ST REET f __- rl N,01'32'13 "E 389,90' IC Fa to o I S01'41'S0 "W :c •y j V1j/1 � a �� � \� Q Im I� 0 (n I.' 1.`Q iC > I .p, I u i f�•, OD D N ^► � I X ' w I o I IO \o Y I S01'41'50 "W 263.92' o I LOT 2 PLAT OF ROY RIDGE — O 0 _.... ...._J -- -_ , r bM /A, .N IlSIX3 Lb / lP 0 I JA r I w Ld f ' I w � : \� �` I ( \ \ r I r N11 .l g dC �Qw l\ \ \ \ \ l w O'Zt6 =081 u) > I a-' s 0 b I 1 S 11 �,... • ..... ...... , \ Ljj Q - \ O I ' ul` z\ If I LL4 � I 'JI w 1 1 UJ 1} 0 W T' W I.., N V) i _1 i .00000 I 0 0 0 -- m l-- > ' IF I / M nia ONI SI - -- -- _ __ -- - -- -- —=--, 19 83d Wd LLJ \ C \ / -- - --- / 1�� • z I I Ln I I I I CI ' I I i f i i ---- - - - - -- F= U- I Lo _.......... . it W U) co I� Iii i Z\� roX \� I � / — ST. CROIX COUNTY WISCONSIN PLANNING & ZONING DEPARTMENT / t N / N M ■ M ■ ■� ■■ ST. CROIX 10 CO UNTY G O VERN MENT E NT CENTER Hudson, WI 54016 -7710 Phone: (715)386 -4680 Fax (715)386 -4686 F X To: �•'�1�� From: Fax: l �O� -a & (v C, Pages: Phone: "a 7 X 1 31 Date: Re: tS Lk r �S �-� o '� CC: 0 Urgent or Review Mlease Comment 0 Please Reply 0 Please Recycle FAX Transmittal 406 "= 406 Technology Dcivc 1;., 5uice A Menomonie, Wl 54751 715- 232 -8490 • Fix 715 -232 -8492 Hu&on Office. �lZ� �U , e XawS�' ( z 920 l;,oc 5 01 6 to To: kiudson, Wl 54016 Fax No: / - / — —3 03 a 715- 381 -5277 • Fax 715 -381 -5338 From: Fax No: 715/381- -5338 Project kd xcvs k 7 LC j Pages: Z T Project Number S /ZS — oo( DATE: 6 z /- p 5_ MEMO ATTi'kCNe-n tS -1;/e D146ithl YOCA fLL - & e A qwLs A r n o,# U FT p '72 C0J27 HD L) SCr Kip . J nson, P.E. Project ngineer Auth- Consulting /associa►tes Engineers, Building Engineering K Wisconsin Department ofCommerce SOIL EVALUATION REPORT Page —L of Division of Safety and Buildings 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. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and ParceREC percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 � — u Please print all information. Review y 2002 ` D � 0 Personal iniom,ation you provide may be used for secondary purposes (Privacy Law, s. 75.04 (1) (m)). 3 Property Owner Property Location T. CR01 COUNTY Govt. Lot //(,tf N FIC N R /q E (or)� Property Owner's Mailing Address Lot # Block # Sub Name CSM# X 33 y F o r {try Q r, I IC6 2� City State Zip Code Phone Number ❑ City ❑ Village 0 Town V Nearest Road 1 V1CFallS 01 1 5ydZ Z j ( 7 /5" ) di Z& -rY3 So fyur ff I / ;IC7 � ue New Construction Use: [ Residential I Number of bedrooms 3 Code derived design flow rate _L/ �� ��4 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material T; I / Flood Plain elevation if applicable General comments s ys I � -e e, I -e U , All. OU and recommendations: v r �e 1e V . X00 , pd n UV�� F Boring # Boring � ® pit Ground surface elev. IX ft. Depth to limiting factor 25 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 1 0 -9 1 c) • 3 14 — 5L ZmS bk to }Ir e s I v .15 8 9 -25 I r r — '14 . 3 25 -38 IU 1.5 r `tko Zrr50 wAr Z ❑ Boring # Boring pit Ground surface elev. 99, ft. Depth to limiting factor 3 _ 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 6 -1 Id r -- SL Zt rrvVr C I v-� .5 , 8 Z 1(p -31 Iv LI 14A S c- I 2- m5bR m Rr' c5 — '! .6 3 31 -4$ (O C ZP - 1 .5 y r- y 11D 5c I 2 rn., rY� - - L{ Co ' 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 CST Number ,q W1 � �ma , � - -. z 30 F Address Date Evaluation Conducted Telephone Number SBD v "r' ("07/00) Property Owner r vt Parcel ID # Page Z of 3 F-31 Boring # ❑Boring Ground surface elev. 7' 9 ft. Depth to limiting factor � in. ®, pit � 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 5L Z 3 k r C5 C- (V S 3 2 3 10 3 L �.5 �4� Se Zmsbk r vQr _ L4 (a F-1 ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor �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 ❑ 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 GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07 /00) l PAGE�OF� NAME hO kx y\ TOT# LEGAL DESCRIPTION Pw X I/ ,S T ;;r),N,W `I E(ox� SCALE: 1 "= y6 r BM 1 ELEVATION BM 1 DESCRIPTION k P of BM 2 ELEVATION D BM 2 DESCRIPTIONke Q� SYSTEM ELEVATION 1,6 ALTERNATE ELEVATION CONTOUR ELEVATION A10, O YL J A 0� A` 0. 0 b IN ` u C, l� �9 SIGNATURE © Z l Parcel #: 032 - 2158 -10 -000 03/08/2005 01:20 PM PAGE 1 OF 1 Alt. Parcel #: 9.30.19.1361 032 - TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner JAMES D HENRY * HENRY, JAMES D NYHAGEN ALLEN C NYHAGEN ALLEN C 2217 VINE ST 200 HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1697 56TH ST SC 5432 SCH D OF SOMERSET SP 1700 WITC Legal Description: Acres: 3.015 Plat: 2423 -ROY RIDGE ESTATES 02 SEC 9 T30N R19W PT NW NE LOT 1 ROY RIDGE Block/Condo Bldg: LOT 1 ESTATES Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09- 30N -19W NW NE Notes: Parcel History: Date Doc # Vol /Page Type 10/30/20 660467 1749/203 _ WD 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 11753 56,600 Valuations __ �\ Last Changed: 07/24/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.015 48,000 0 48,000 NO Totals for 2004: General Property 3.015 48,000 0 48,000 Woodland 0.000 0 0 Totals for 2003: General Property 3.015 48,000 0 48,000 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date 1210411998 Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 • • U 2696P 067 -7 9S1g-7 STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH _ WARRANTY DEED O f DEEDS Document Number ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between Glen Johnson Construction, Inc.. a 11/15/2084 01:80PM Minnesota Corporation Grantor, and Brad Kurkowski and Anne Rogers, WARRANTY DEED Grantee. EXEMPT t Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 13.00 the following described real estate in St. Croix County, State of Wisconsin TRANS FEE: 207.00 (if more space is needed, please attach addendum): COPY FEE: See Attached Exhibit "A ". CC FEE: PAGES: 2 I Recording Area Name and Return Address ams 032 - 2158- 10-000 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of November 2004 i "- -- - -- i AJohmnsown ction, Inc. - - I -- - - - - -- ------- - - - - -- - -- — -- AUTHENTICATION CKNOWLEDGMENT Signature(s) STATE OF ) ©� count ) authenticated this �OVA Personally came before me this day of November 2004 the above named Glen Johnson Constr Inc. * - - -- - - - -- -- ---- - - - - -- - - -- TITLE: MEMBER STATE BAR OF WISCONSIN —~ (If not, to me nown to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) — inst ent and acknowl g e. THIS INSTRUMENT WAS DRAFTED BY At Kristin Ogland H_ udson, WI 54016 _ N ry Public, Sta a of My Commission is permanent. (If not, state expiration date: (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. Information Professionals Co.. Fond du Lac, WI STATE BAR OF WISCONSIN 800-655 -2021 WARRANTY DEED FORM No. 2 - 1999 .. U 2696P 068 Lot 1 of the Plat of Roy Ridge Estates excepting the following: Commencing the Southwest corner of Lot 1 of the Plat of Roy Ridge Estates; thence S89 1'44"E 221.13 feet along the South line of said Lot 1 to the point of beginning; thence S89 1'44"E 180.00 feet along said South line; thence NO1 °41'50 "E 60.01 feet along the East line of said Lot 1; thence N89 1'44'V 180.00 feet; thence SOl °41'50 "W 60.01 feet to the point of beginning. Also including the following: That part of Lot 4 of a Certified Survey Map recorded in Vol. 15, Page 4239 at the St. Croix County Register of Deeds Office, further described as follows: Beginning at the Northwest corner of Lot 4 of a Certified Survey Map recorded in Vol. 15, Page 4239 at the St. Croix County Register of Deeds Office; thence SO 1 °32' 13 "W 59.72 feet along the West line of said Lot 4; thence S89 °1 1'44 "E 220.97 feet; thence NO1 °41'50 "E 59.72 feet; thence N89 °1 1'44 "W 221.13 feet to the point of beginning.