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HomeMy WebLinkAbout032-2034-40-050 GENERAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR01 REAL ESTATE TOWN OF SOMERSET COMPUTER NUMBER 032 - 2034 -40 -050 Parcel Number 9.30.19.603A -10 Claimed Date Re- certified / / Relate Number: OWNER NAME: First KENNETH & KRISTIN Last SANDY CO -OWNER Mailing Address 1100 MONT CROIX DR APT 1 City HUDSON State WI Zip 54016 - Type Vol Page Doc # Rec.Date Type Vol Page Doc # Rec.Date HISTORY WD 2310/ 318 729759 07/11/2003 WD 1490/ 320 618387 02/16/2000 PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name- Type SD Apartment Post Office 1683 50TH ST School District: 5432 - SCH D OF SOMERSET Special District: (1) 1700 - (2) - (3) - W ITC Plat Code: Last Changed on: 05/05/2004 Book Number: 1 SECTION 9 TOWN 30N RANGE 19W 1 /4160 NW 1 /440 NW Map Number: 00 - Sales Area: Parcel Control 0 TAXABLE Number of Units: ZONING: Permit Number: Type: Bank Numbers: F4 -Prev, F5 -Next, F6- Legal, F7- Value, F8- History, F10 -Exit, F12 -More I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430183 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. = T'auc. • b Permit Holder's Name: City Village X Township Parcel Tax No: Sand , Ken I Somerset Township 032 - 2034- 40-6eO CST BM Elev: Insp. BM Ele BM Description: Section/Town /Range /Map No: CD - C9v•� qi� i� Oo- �.�,ret CSl Qt 09.30.19. TANK INFORMATION ELEVATION DATA /t TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic IL-0 s z� Benchma 3.3 10 3. 33 I CD. z / Dosing Alt. BM Aeration Bldg. Sewer Holding SUHtInlet •� •G' TANK SETBACK INFORMATION St/Ht outlet O TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet $.11 % • 3s' - If Septic ' 15-0 /l Dt Bottom .� Z Q z • I Dosing ' � � � Header /Man. Aeration Dist. Pipe _�s• G� p f l�'lZ Holding Bot. System •Zl Q -2-S-1 Final Grade PUMP /SIPHON I ORMATION \--,? ..i'% U lye 04 ( Z �• -- , Manufacturer Demand St Cover �y.« L-10 S GPM Model Number L 0 V11�� � ��� 11 0�•�0 tom. O TDH Lift O Friction Loss System Head i TDH Ft ��,_ i _ r •�^�' .� q '� ' 1 'ac• ©•3g (n •� 3.8' Q T. r1A'� Forcemain Length I Dia. 2 n Dist. to Well (A ��� '! r+ •p 31 SOIL ABSORPTION SYSTEM v • ED Width Length f No. Ofq4epehes PIT DIMENSIONS No. Of Pits Insid —MI NSIONS C20 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHIN anufacturer. INFORMATION CHAM R Type Of System: 1 NIT umber: DISTRIBUTION SYSTEM P S � Header /Manifold Distribution t tt I x Hole i e � I x Hole Spacing 1 Vent to Air Intake 1 1-ength I Dia Len th 3' q is 'Z S acin SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of odded xx Mulched xx Seeded /S Yes E] No Bed/Trench Center Bed/Trench Edges Topsoil N], /��[,.,] Yes COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1 *L4 -J Inspec nn##2:,p�rµ F� Location: 1683 50th St Somerset, WI 54025 NW 1/4 NW 1/4 9 T30N R19W) NA Lot 2 Pa el No:�09.30.19. 1.) Alt BM Description = 1D.T- V�&o,.W C&- 2.) Bldg sewer length = X) _ - amount of cover = Ci f � Truc- "',yt' Plan revision Required? 0 Yes No Use other side for additional information. SBD -6710 (R.3/97) Insepctor s Signature Cert. No. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Divisibn INSPECTION REPORT sanitary Permit No: 430183 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Sand , Ken I Somerset Township 032 - 2034 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: Section ( rown /Range /Map No: 09.30.19. TANK INFORMATION VATIOKDATA TYPE MANUFACTURER CAPACITY STATIO BS HI S ELEV. Septic � �-� �Z�Q � • 3 3 1a tSU • � Dosing w E _� � M Aeration Idg. r � Holding TANK S TBACKJ.NF MAT ON t F TANK TO P/L BLDG. Ve to Air Int a OA t AS 1 . Y , Septic ` NIL Dt ttom Dosing eader/ 1 Aeration Dist • �9 t Holding � final Grade PUMP /SIPHON INFORMATION Manufacturer n (� ' GPM St Cover Model Number � `1 C j 1 t q ( D l �/ ro - �{ t�D o TDH Lift Friction Loss System Head TD Ft a • . Z 3 -.. r• Forcemain Length 1 Dia. 2 �� Dist. to Well SOIL ABSORPTION SYSTEM - BED/TRENCH Width Length I No. O PIT DIMENSIONS No. Pit Inside Dia. Liquid Depth DIMENSIONS _:V cr SETBACK SYSTEM TO J P/L LDG WELL L� LEACHI anufacturer: INFORMATION CHAMB IT Type Of System: Y _7 tuber: n DISTRIBUTION SYSTEM FaSIF VIL Header /Manifold Distribution �� ` ., x Hole Size x Hole Spacing Vent to Air Intake Pipets) �f y 2 c �. $ 3, 0 �i LDia Length Dia 1 Spacing SOIL COVER x Xressure Systems Only xx Mound Or At - Grade Systems Only Depth Over epth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center ed/Trench Edges Topsoil Yes' No Ye' No J „ C_ COMMENTS: , de iscrepencies, persons present, etc.) Inspection #1: b 7/ CD 3 Inspecti #2: .O �oi 3 Location: 1683 set, WI 5 4025 (NW 1/4 NW 1/4 9 T30N R19W) NA Lot 2 P r I o: 0 . 1.) Alt BM Description Q 4) 2.) Bldg sewer length i amount of cover = t n Plan revision Required? Yes No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. Safety and Buildings Division County ' 201 W. Washington Ave., P.O. Box 7162 AIN N isconsin y Madison, WI 53707 - 7162 Sanitary / Pe� it Number (o be filled in by Co.) De artment of Commerce (608) 266-3151 7J (� f �3 L-731 SOU J State Plan I.D. Number ? (_ Sanitary Permit Application PQ�p In accord with Comm 83.21, Wis. Adm. Code, personal information you provi may be used for secondary purposes Privacy Law, s15.04(1)(m) Project Address (if different than mailing address) I. Application Information - Please Print All Informatio 1 F ( V, T= D.� D Property Ow er's Na me Parce � A /. Lot k a Block k 2. U 1i J ! 1 GLS - Property Owner's M ai nng dress I REoperty Location t4,Section City, Stat Zip Code Phone Number r4' (circle o II. Type of Building (check all that apply) � 5 T N; R E or( Suhdwasioa ime CSM Number_ V/ ( �1 or 2 Family Dwelling - Number of Bedr �t U ms /C�Q�t/ —' ❑ Public /Commercial - Describe Use O:t ` O ❑ State Owned - Describe Use W ' ❑City_ illage; township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System ❑ Replacement System D /Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non - Pressurized In- Ground 9 Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less P' ❑ Other (explain) V. Dispersal/Treatment Area Information: — /Cc Design Flow (gpd) I Design Soil Application Rate(gpdsf) Dispersal Area Required (so Dispersal Area Proposed (so System Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing 'ranks Tanks Septic or iloiding'rank >( Aerobic Treatment Unit Dosing Chamber .r S VII. Responsibility Statement- I, the undersigned, ume responsibility for installation of the POWTS shown on the attached plans. Plumber's a (Prin(o Plumber' Si )ja MP /MPRS Number Business Phone Number I tubers Addre ss (Street, City , State Zip Cod �)� VII Count /De artment Use Onl Approved 11 Disapproved El Owner Fee) Sanitary Permit Fee (includes Groundwater Da Issued Issuing gent Si (No Stamps) , Owner Given Reason for Denial 0_6 7 IX. Conditions of Approval /Reasons for Disapproval MWAaQ �-u � r��,�un�.wt�e, v�.xt� -- ►ate w� • tits c.® -rte vk� low Ca-PQ O roc. t �1 s Attach complete plans (to the County only) for the system on paper not less than 81/2 x It inches In size SBD -6398 (R. 01/03) • i k I j I r8 I I J�- •il�C/� / /�l�/� /. (./','� /JS��C/.� ,�iC /1'l;Q I I , : I r i � - •I ;-- I j i i I I j I r_ 1 r I I I I j I I i ! _ 4 - r -- r--- - - - -y /fro . . r ~.. _ t- -_ f.... - `•l 9 r� _... t r7f I : i : i I i I I . I r- • - •- — i - -- r --- f - - � -- - }- -- •-�! --_- i ---- i- _..+_. _ , _ . _t—. �.- z i - 1 I +: — _. �_. ... . Safety and Buildings ' 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 �. TDD #: (608) 264 -8777 �scons�n www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary June 24, 2003 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: 06/24/2005 Identification Numbers Transaction ID No. 877713 SITE: Site ID No. 660577 Ken Sandy Please refer to both identification numbers, White Tail Drive above, in all correspondence with the agency. Town of Somerset St Croix County NW1 /4, NW1 /4, S9, T30N, R19W Subdivision: CSM No. Pending; lot 1 FOR: Description: Proposed Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 908224 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. 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, the "Mound Component Manual for Private Onsite Wastewater Systems Version 2" SBD- 10691- P(N.01 /01). • The pressure network is to be constructed in accordance with publications SBD - 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Note: The mound program indicates a maximum manifold diameter of 1.25" is the only option for this system. However, per the Pressure Component Manual SBD - 10706- P(N.01 /01) , a 1.5" diameter manifold is permitted. �4:=. KIM A O'CONNELL Page 2 6/24/03 Owner Responsibilities: • Comm 83.52(1)(a) - The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report per Comm 83.55, that is acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. g p g Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 6 ^e4)6- � Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART code: 7633' cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: KEN SANDY Owner's Name: KEN SANDY Owner's Address: 802 8TH ST. HUDSON WI 54016 Legal Description: NW- NW- SEC9-- T30N -R19W Township: SOMERSET County: ST. CROIX Subdivision Name: CSM Lot Number: 1 Block Number: Parcel I.D. Number: Plan Transaction No.: Pagel Index and title Page 2 Data entry R E CE IVE D Page 3 Mound drawings Page 4 Lateral and dose tank nl u E , , Page 5 System maintenance specifications t 1 Page 6 Management and contingency plan SAFETY f LDGS DI w. Page 8 PLOT PLAN nd specifications fir_ Designer: KIM A OCONNELL License Number: 224263 Date: 06111103 , Phone Number: 715 - 755 -3145 Signature: - 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 Pressurefttrit ion Networks for ST-SAS (01/81) Version 3.0 (03/01/01) /y n.: °i c+ r , = Page 1 of 8 DtVI`�j()fii (�f SAFETY AND bjji ; ? rQ 0 6 C,Oi i c =SP- ref t {= 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 sod treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coiiform of <- 38 inches. 600.00 Design Flow (gpd) 19.00 Site Slope (%) 98.60 Contour Line Elevation (ft) 28.00 Depth to Limiting Factor (in) 0.70 In -situ Soil Application Rate (gpd/ft Distribution Cell Information 75,00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest oint 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) 3.00 Estimated Orifice Spacing (ft) = 12.00 ft /orifice 2.00 Forcemain Diameter (in) 30.00 Forcemain Length (ft) Does the forcemain drain back? Y� 90.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 4.89 Forcemain Drainback (gal) 9.10 Vertical Lift (ft) 67.38 5x Void Volume (gal) 0.29 Friction Loss (ft) 72.28 Minimum Dose Volume (gal) 15.89 Total Dynamic Head (ft) 20.60 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 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 800.00 Total Tank Capacity (gal) 1260.00 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) WEEKS Manufacturer 22.22 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.001 Dose Tank Capacity (gal) Zabel Filter Manufacturer 21.761 Dose Tank Volume (gal /in) JA1 00 IFilter Model Number WEEKS Manufacturer Project: KEN SANDY Page 2 of 8 Mound Plan View 1 1/10 B 3 J ' ' ' ' ' Observatlon Pipe FK �� _ U 5 A •' r r W I. B I 3 L Mound Component Dimensions A 8.00 ft E 26,24 in H aft ft K 9.66 ft B 75.00 ft F 9.50 in I ft L 94,31 ft D 8,00 in G 0.50 ft J ft W 36,01 600.00 (ft Dispersal Cell Area 2420.06 (ft 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 101.06 (ft) ---0 ,,,,,,,,,, G 1 I _ .................. F Dispersal Cell 99.77 (ft) Lateral 99.27 (ft) —♦ Invert 3 Dispers ell C E D Ee 3 I Elev v I i. : s A 98.60 (ft) Contour Elevation 19.0 %Site Slope Geotextile Fabric Cover Shading Key , — T Dispersal Cell See.lateral details on Q Topsoil Cap O 1.5 ft Page 4 for number, Q ,,,,,,,,, Subsoil Cap t size, and spacing of ASTM C33 Sand F laterals. Laterals are [' Tilled Layer 0.5 ft Typical lateral equally spaced from a ate •r ?;:,::?:' r:. ?.:" t�� © p+99r 9 the distribution cell's }--- A -- centerline in the distribution cell ( AxB ). Project: KEN SANDY Page 3 of 8 End Connection Lateral Layout Diagram Laterals centered over the A & 9 dimension T urn- upvdba11 valve or *loan outplug 1 P AN erals are identical I<- X—> 1 Holes drilled on the bottom of the lateral s equally spaced main oonneotion via tee or oross to manlfold at any point. laterals k force main of PVC Soh 40 (per COMM Table 84.30.5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.06 ft Lateral Length (P) 73.44 ft Orifices per Lateral 25 Lateral Spacing (S) 4.00 ft Orifice Density 12.00 ft /orifice Lateral Flow Rate 10.30 gpm Manifold Length 4.00 ft System Flow Rate 20.60 gpm Manifold Diameter 1.50 in Total Dynamic Head 15.89 ft Forcemain Velocity 2.10 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and - - -0 Comm 16.28 WAC 4 In. min. Disconnect .-- Tank component is properly vented r LForcemaln Alternate outlet location diameter WEEKS Manufacturer 2 in. Cap acityl 800.00 Gallons Volume 21,76 gal /inch A Weep hole or anti - Dimension Inches Gallon B siphon device A 21.21 461.42 B 2.00 43.52 C Pump off elevation (ft) — t C 5.56 120.98 90.67 D 1 8.001 174.08 D Total 1 36.761 800,00 D ose tank elevation ft 3" Bedding und er tank. 90,00 Alarm Manuafacturer JSJ ELEC Alarm Model Number I HW 100 �T Pump Manufacturer IGOULDS Pump Model Number IWE 031 1 L J Pump Must Deliver 1 20.60 gpm at 1 15.89 ft TDH Project: KEN SANDY Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name KIM A OCONNELL Phone r715-386-4680 5 - 755 -3145 POWTS Regulator's Name ST. CROIX COUNTY ZONING Phone 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 Wastewater Domestic Maximum Fecal Coliform >10E4 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 ears Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Inspect for ondin and seepage once eve 3 ears 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 ............. we 0 0 0 0 .. e e 0 0 0 0 .. e 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: KEN SANDY Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code �C13 61 J- General 1 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, Stets. 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 OW 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 fitter is equipped with an alarm, the filter shall be serviced if the alarm Is activated continuously. Intermittent finer 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 filter is installed within the tank it shall be inspected and serviced as necessary. ,sound 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 soll 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 mulcted as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum deem 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. Contirwencv 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 components) shag be Immediately repaired or replaced with a component of the some 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 it toe leakage occurs or by removing biologically clogged absorption and disposal media, and related piping, and replacing said components as deemed necessary to bring the system Into proper operating conditim. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: KEN SANDY Page 6 of 8 r ' ■■r■i■rr ■r ■ ■ ■ ■rr ■■rr■ 11 :: ���� �ii■ '' iiin� ■ri■i■ ' .. � ' ��� �rrr■r�ii �i�irr��r�ii ►_ ■irr� ■r■srr■rr�r■�rr ■ ■ ■rwr ' rrlir�i _ �■■�i����r■�lrA■® ' ����I�■���i:��� \���r■ \■►err■■ db �Irrr■■■■ ■■ ■r ■rr ■ ■■rrr .. i . �. r■ r■■■rrrr M ODEL :: .. ■ �r��i■■��r�i ■�ii■r�irr■■r ■ �. ■ ■�rrrrr■rrr■■■ r rrr ■�i i :, rr�l. ■�i i■■r�i�iir�i �i■rrr■ r■ ■�■■rr�■■rrr■rrr■r■■■rr�■ ■■ =■■■■rr■■r■■rr■■■■■■■■■■ ■rr■r■ M■■■■■ ■ MEN NIMMOMMI = r�r■ r r�r■■■ ■■�r MENNEN ■�rr■r■■■� ■a■■■r ■ ■■r■r ,■r ■■►■rrr■r�rrrrrrr■r■r■ :::::: Ewomm m ::: m :::::::: r , o � I I ; i � I � I — f I r i I ' I I I , ' — — -- a - -- ._ — — — t r � r - -- -- i I _ t � I I I , s � I , 4 - I � t 9 j _ I , ' ' r I 4 /d2 I I I i t ' � I I � , I I i i ti EROSION CONTROL PLAN For Lot 2, (CSM #729705) 1683 50' St. (Somerset) — Owner(s) Ken Sandy Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. 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 below. Maintain existing vegetation wherever possible to minimize sediment movement. The proposed septic system is >100 ft. north of an area of ponded water, which extends south onto neighboring property. 2. Route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between excavation areas and an drainage ditches or waterways see attached detail Y g Y ( for construction of diversions). Make sure no concentrated drainages or ditches can pick up runoff and/or create erosion problems or transport sediment into pond. 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. However, silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the diversions and vegetative buffers. The Building Inspector or POWTS Inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner is responsible for repair of 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 all disturbed areas with topsoil cover, seed and mulch immediately after final grading. If weather does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. On steep slopes or areas with little topsoil cover, 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 or ask for assistance with erosion & sediment control installation. A copy of "Erosion Control for Home Builders" is included with this plan. Prepared by: Pam Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: . c��-y f � ST. CROIX COUNTY = WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road " Hudson, WI 54016 -7710 (715) 386 -4680 • Fax (715) 386 -4686 7 `3705 VOL 17 PAGE 4562 KATRLEEA R. Imp ---- ' REGISTER OF DEEDS RECEIVED X FORIECORD 07/10/2003 04:SSPM CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP REP FEEL 15.00 COPY FEE: PAGES: 3 LOCATED IN PART OF THE NORTHWEST QUARTER OF THE NORTHWEST OUARTER OF SECTION 9. TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CRO!X COUNTY, WISCONSIN PRE PARED SANDY R & AT THE REQUEST OF: 802 8TH STREET LERM HUDSON, MA 54015 • DENOTES 1" IRON MONUMENT FOUND THE BASIS OF BEARINGS FOR THIS DRAWING IS PROPERTY OWNER: 0 DENOTES 1 1/4"O.D.X24" IRON PIPE THE WEST LINE OF THE NW1 /4 OF SECTION 9. J" ES GUTTING WEIGHING 1.68 LBS/UN.FT. SET T.30N., R.19W., ST. CROIX COUNTY, WISCONSIN, ROUTE 2 BOX 283D WHICH HAS AN ASSUMED BEARING OF 500'05'21 "E SOMERSET, WI 54025 GRAPHIC SCALE DH WM established by the St. Croix 0 100 200 400 County Zoning Department on 6/12/03 Scale: I Inch - 200 Feet ALUMINUM MONUMLNI NORTH NW CORNER N. LINE OF THE NW 1/4 OF THE SECTION 9, 1.7NI�F— N89 °45'25 "E -NW 1/4 SEC. 9, T30N, R19W T30N, R19W — -- --=1.304'-01 - . - - -- -� rf V_OL. 1490, PAGE 3 2 1 52-31"1 34.75 N89 4 5 915.20 CENTERLINE OF ROAD ag. 131.4 1 -- N89°52'36 "E 915.42' -- o� tiN Q�d �S89 °44'47 "E a 00°61g'13 ^E SOUTHERLY RIGHT OF WAY LINE — N� g�,ai 0 1p h� ---f - y Z — — r4 I � / * loo -100' . q K -1 m Z 1 7±+ - 6 Wlrks Co111mwift u p N o - Z� - o v� ruQ�zng JUL 102003 �z - 'l 11 AO OWAO O � w o cr � A c> 3 w 11 not rso3rdeu within 30 days of N86 *0 5' S7 "E ao A A A appr i shall ba p g ooctg h1 I date appfova 10 sas °a i'3s "W f f g 411.3 . .. =. . .. v w Im 1 .; �M I �i 3 r, L'I M °' for P � 0 r�l i C V�1 1109, o v ^ 0D Zw .) 7 Z A rno s I ut � I33 33 OUTLOT 3 mo - N89 °42'39 "E 475.90' - -� ;� 405.75 WOODED PARCEL .o v Z� 'EASTERLY I RIGHT -OF -WAY LINE 0 o TOTAL AREA / +g ^ 'j- I ! TOTAL AREA 1386922 SgFt± 201394 SgFt± 31.84 Acres± n, N vo I 4.62 Acres± 3 k "' l i LOT 2 Z AREA LESS ROW �r Q N 1248111 SgFt± w AREA LESS ROW $ a 28.65 Acres± g 173943 SgFt± z 9 0 3.99 Acres± nd y � No 1EE SHEET 2 OF 3 to z 1 415.97' 833.61' r 1309.79 Lim 889 °42'06 "W .1tNIPLAITED _LAUD I 1 ALUMINUM MONUMENT SOUTH LINE OF THE NW 1/4 OF THE NW 1/4 � WEST i/4 CORNER �/,/ / SECTION 9, T30N, R19W SECTION 9, T3 R19 I An erosion control plan ROVANO is required prior to any PS 25 �/'p� construction. 8�� 1r1tr mo This instrument drafted by James Broult s AI[ aW C°nny 0. LOW. CanA& NN 66117 'I11wNaea ( rGENSO)7M -0612 [ -m°1[ .urw7lm°troN.anm Eff VOL. 17 PAGE 4562 SHEET 1 OF 3 ti k i o I - -cb O I ch O O o o • S � ii u U O l 984 ` J • 42 93 94 T . © M 9 © 0 o 9 yo I � o O 0 0 0 1002 f� Q� ° 0 I ° 00 p so — 9 so ono � I 0 of i; I� ® o I o - II a /t I 95z o - 986 • 76 956 Q C Z) o o , � o 953 115 CIO o I 945 ° O APO, O n 56 X935 o O p _ 1 • 19� O V ` •40 O 21 — 965 ' O _ _:� � • I � (��� _� i 1 � 1 (`� � (� �- I I II � � i � � C\ l SOMERSET S' PLAT T -30 -N • R -20 -19 r � s (Landowners) �g� - - -i 1700 RICHMOND PAGE 48 1800 See Page 112 For Additional Na 6g p 154168 '� M / a Ff am Q � M ^Q p a•m� .w�.w. w s or S y ' w 1 > $g YY Q w w b S 4158 : °�Pseofl is Pico � W u ° c � � �lN oa 8 UMP 1•M tlo Y _ g v 9s peg mnw �„ 1 'x`8 ° 3 •v N C S8 T °�� �j� W 8 N ° g V 0 SUN �Nd$ '£ � -av ► y 0 ° o e :°. $ sf v �'' > z n @ Q IEVESWE of r� o° • 3 c ^ 001 a m sF o 9I .N aP � ns soN� pq V �sW os � �8 W v V Co., Inc. *Ifine w N o s , W BOX 157 V Kea ' �� m $ V Pelplw o SOMERSET, WISCONSIN 54025 SI s •3 ' ,.a . ,�' (715) 247 -3376 e � $� W F 9 3' • ulemaa!3 � w r/1 e` �°•Y p •^ wM w99 >93a d en e s A ti IQ do w7P9 y MA Q.�. � a h A ppl e River Dent o De Care n °b Hy I > Nli 6 gg g Dr. Douglas S. Wolff D.D.S. Isq s T eiegieg ( 30 SL �a g > f g w svJ -PH 9 i ro 1S 4KC $ ai L b �• - f i ll $s, 1 = W ", � $ ( 124 Spring Stre sg y P.O. Box £ i s>ava fr yn a �vnr� s a91 i98 !! n ,,� " ,°, b s�•e s 1 3 s$ 15 Pulp rr y ; Somerset, W1 5402 (715) 247 -331 is 4wv f g$ g 1S 418E S ^t b I ,^ si vi Z DEER'S p5 s ' w BAR s aN � s o. M f _ P sbn FOOD &SPIRITS • ON & OFF SALE • LIQUOR 'So 1 ANTIQUES •GAME ROOM +' 71 <� • b Deer Park, WI 540 ob — 07 r 715- 269 -525: r.wrn D 0 x < Nb � b ' xnr • ¢ vi FBI 0 _ U T p r J I� 2 W �„f 2 � a I tn 62 T Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 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 Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Rev' wed by l ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). r /Z 3/p 3 Property wrier Property Location Govt. Lot ) 114 1/4 S T N R& X(ore Property Owner's Mai mg Address Lot # Bloc Subd. Name or CSM# 1t/ City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road New Construction User Residential / Number of bedrooms Code derived design flow rate `D GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material ,��/ F1 Dod Plain elevation if applicable ft. General comments /7 and recommendations: gip„ cciK� ) E _ 9,�� MAY 2 0 2003 ST. CNOIX COUNTY ZONING OFFICE Boring # El ❑ Boring 19 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 — i G/S + Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor _._ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. qont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 3- S s L �'< s / ?p — * 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 Na e lease Print I Signature CST Number Addres Date Evaluation Conducted Telephone Number i Z S D -8330 (R07 /00) Property Owner 4Z — S Parcel ID # Page of a Boring # ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application R t a e Horizon Depth Dominant Color Redox Description Texture Structure Consisten& Boundary Roots GPD /ft in. Mu nsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 S ti, s �►- s 14 7 / / F-1 Boring # Boring ❑ ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # ❑ Pit Boring . ft. ❑ Ground surface elev . Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 i * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) yes, 8� 1 1 oc � �f.E $ s' bolo ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer C1 n d U Mailing Address 2 C ) to I G Ve S�� �/ - n i v e Property Address +h (Verification required from Planning Department for new construction) City /State .. nv �e �_; i A 1 S Parcel Identification Number _ 3a► - a 3� 1 ^ — OD LEGAL DESCRIPTION Properly Location v /., � v., Sec. 9 T3aN -R„ J„q -W, Town of , YYl f� C C' Subdivision . Lot # Certified Survey Map # C) } S . Volume �' . . Page # L l 5 (40 Warranty Deed # . Volume Page # Spec house ❑ yes [$no Lot lines identifiable [ ( yes ❑ no SYSTEM CE 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 maw journeyman plumber, restricted plumber 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 days of the three year expire ' n date. o vtt"- S14bNAIIM OF AP ICANT 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 owner(s) of the rope escribed above, 'virtue of a warranty deed recorded in Register of Deeds Office. SI ATURE OF APP ICANT 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 U 2 3 10 P 3 18 729759 1 ?' STATE BAR OF WISCONSIN FORM 1 - 2000 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between James A. Gutting and Cheri A. RECEIVED FOR RECORD Gutting Husband and Wife 07/11/2003 08:45AN Grantor, WARRANTY DEED and Kenneth Sandy and Kristin Sandy Husband and Wife EXEMPT # 8 REC FEE: 11.00 GratAeu. TRANS FEE: COPY FEE: 2.00 Grantor, for a valuable consideration, conveys to Grantee the following CC FEE: described real estate in St. Croix . County, State of PAGES: i Wisconsin (the "Property") (if more space is needed, please attach addendum): 3r - 11�1riia� Aetiliawttd� (.o+ Z p F CC rit: IF I e(j S 0 Y v c 1Q 1 Recording Area V yr e— ` PO e, 44 5 (D D Name and Return Address S r ccov d� \ James & Cheri Gutting ` ^' 2016 -10th Avenue o� Oet -(4S Star Prairie, WI 54026 Sk - Clco� & Cov r - \ � - y Sv � /� 2403 032 - 2034 -40 -000 Parcel Identification Number (PIN) Together with all appurtenant rights, title and interests. This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Dated this 1st day of July 2003 . * ames A. Guttin ke-k, Q =: � e *Cheri A. Guttin AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ) ss. St. Croix County. ) authenticated this 1st day of July , 2003 Personally came before me this 1st day of July 2003 the above named James & Cheri Gutting * TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person s who executed authorized by §706.06, Wis. Stats.) the for oing in e t and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY * Gary 0111a rgLeo jis - ,m><! -y.M ti Notary Public, State of Wisconsin My Commission is permanent. (If not, state expiration date: ( Signatures may be authenticated or acknowledged. Both are not necessary.) November 12 2006 *Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN N entury 21 Premier Group PO Box 286, New Richmond WI 54017 -0286 Phone: (715) 246 -2129 Fax: (715) 246 -2671 Secretary T56024952FX Produced with ZpFoffn- by RE Fonnshlet, LLC 18025 Fifteen Mile Road, Clinton Township, Michigan 48035, (800) 9839805 s` 7,,2�7es DERTIFIED_.SURVEY MAP LOCATED IN PART OF THE NORTHWEST QUARTER OF THE NORTHWEST OUARTER OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN KEN AR EDDF R & AT THE REQUEST OF: 802 8TH STREET HUDSON, YN 54016 * DENOTES 1" IRON MONUMENT FOUND THE BASIS OF BEARINGS FOR THIS DRAWING IS PRO Olff R: O DENOTES 1 1/4 "O.D.X24" IRON PIPE THE WEST LINE OF THE NWt /4 OF SECTION 9, JAMES GUTTIG WEIGHING 1 .68 LBS/LIN.FT. SET T.30N., R.19W., ST. CROIX COUNTY, WISCONSIN, ROUTE 2 BOX 283D WHICH HAS AN ASSUMED BEARING OF S00'05'21 "E SOMERSET, WI 54025 p 100 GRAPHIC SCALE 400 OHWM established by the St. Croix County Zoning Deportment on 6/12/03 .0 Scale: 1 Inch - 200 Feet ALUMINUM MUNUMLN I NORTH NW CORNER N. LINE OF THE NW 1/4 OF THE SECTION 9. 1.7��_.��/�� N89 °45'25 "E_ r NW 1/4 SEC. 9, T30N, R19W T30N, R19W — -- — _=- X09.01 -- _ n vOL. 14 90 PAGE 32 52.3t'e '34.75 N89 5 915.20 CENTERLINE OF ROAD x.17 56, N89 °52'36 "E 915.42' -- - 0 ,�0, 4 S89 °44'47 "E - N00°15'13 "E SOUTHERLY RIGHT OF WAY LINE N ��A. m z � -100' BUILDING SETBACK w"' ��a j ; Z p G� W --t 0 Z - r 0z II II J 1 uR (r� o N �N3 e e I 00? P A 4;w- N 86 57 "E o g o0 o v- N O ' ' � 5.10' - - „i ' C) N m S89 ° 4 '39 "W g Z 411.73 1.1 �1�1 If• .�.. X11,1, N TF 1 - -,- < ry o "1 1 1 .. 11 . UI 1 I—'I �� •� .ice_ ,� .� , O m /� Z ; r♦ i. . . n Im ► I 1 1111 M I 3 rn M O N to Z �T 1 ^Ni v � y i i GSM mil 4� PAGE„ 1100 0 N 0 2w I oil Z A r10 I >1 ±1 '33 OUTLOT 3 rn N89 0 42'39 "E 475.90' - Z6 405.5 WOODED PARCEL to -f- ;EAST - f �N 7 NZ I 'RIGHT -OF -WAY LINE TOTAL AREA / " ovnY TOTAL AREA 1386922 SgFt± Ln i ( 201394 SgFt± 31.84 Acres± � 1 v0 I 4.62 Acres± 3 :`o o rn , LOT 2 'n °• AREA LESS ROW P w AREA LESS ROW a v 1 8.65 Ac res ± ± �� ll 28.65 res z _ o I 173943 cres± z N L 1z s _ Q �EE SHEET 2 OF 3 ° g •� 41 .97' 833.61' 1309.79 Eco S89 °42'06 "W .�N�1r9ITE1? _ AND � ALUMINUM MONUMENT ON \ \ WEST 1/4 CORNER SOUTH LINE OF THE NW 1/4 OF THE NW 1/4 ' SECTION 9, T30N, R19W _a ALD SECTION 9, T30N, R19W An erosion control plan v R A �� is required prior to any Pj.2589 *, ��p construction. BLAB 1�!LG11 O This instrument drofted by James Broult .IZ Fael CounyRae uttle T °lepnonr.(e51)766 -0112 Fa)c(651)768 -0612 �...,� E -mail: trols.com SHEET 1 OF 3 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHWEST QUARTER OF THE NORTHWEST OUARTER OF SECTION 9, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN AP R & AT THE REQUEST OF: 802 8TH STREET HUDSON, WI 54016 PROPERTY OWNER: JAIMIs S CUTTING ROUTE 2 BOX 2830 SOMERSET, WI 54025 Each parcel shown on this mop is subject to State, County and Township lows, rules and regulations (i.e., wetland, minimum lot size, access to parcel, etc.) Before purchasing or developing any lot, contact the St. Croix County Zoning ALUMINUM MONUMENT NORTH Office and the Town of Somerst. NW CORNER A special exception use permit is required for the SECTION 9, GRAPHIC SCALE disturbance of slopes 20% or greater not identified on the i T30N, R19W Q so 100 200 approved plot or CSM. This permit is applied for through the zoning office and is reviewed through a public hearing process by the St. Croix County Board of Adjustment. C1 co I Scale: 1 Inch 100 Feet O THE BASIS OF BEARINGS FOR THIS DRAWING IS THE WEST LINE OF THE NW1 /4 OF SECTION 9, P C�M_VQ� 4 P�1G�_1144_ R.19W., ST. CROIX COUNTY, WISCONSIN, m WHICH HAS AN ASSUMED BEARING OF S00'05'21 "E 33' 33' N89 °42 "39 "E This instrument drafted by James Broult ' 475.90 70 100.04' �, �w 305.71 1 m � NEW DRIVEWAY WILL BE BUILT FOR a e� LOT 1 CSM VOL.4, PG.1100 AND -' N � I EASEMENT EXTINGUISHED. Z Z r� Z 1 \I 1111 I / I 11 Y 1 h•1 ►• 1 \1 1111 I / • V N . Y 1 %A ,[ 1 1 0%l • f 1 \ A 1/ 1 1 - q rrl 2 v►.. M r - ' Iw I W TOTAL AREA AREA LESS ROW N �' SA I� I N 201394 SgFtt 173943 SgFtt \ o O rn I� o 1 z 4.62 Acresf 3.99 Acrest O J _� LOT 2 - ° iZ / p : =I co I '/ Ca � 33 33 ( / /BUILDING SETBACK LINE i 66.00' N c 1 p S88 ° 38'40 "E e v POND LOCATION AS � O 'CA LOCATED IN THE ha FIELD - 6/23/03 POND i a 100.0 ON ' 6 1' I` 415.97' RONA Z 476. P . A >i sc • T F5 o S89 °42 06 W VU2L`� JEQ A,BN0 g_ A L:� SOUTH LINE OF THE NW 1/4 OF THE NW 1/4 8 uCni- SECTION 9, T30N, R19W 1 ALUMINUM MONUMENT WEST 1/4 CORNER �} SECTION 9, T30N, R19W Prepared this 30th day of Moy, 2003 1riL'� LE 4 ; ., t c: E : LAND VEMO -4 fixlua e DENOTES 1" IRON MONUMENT FOUND O DENOTES 1: -1/4 "0,0.X24" IRON PIPE 412 East County Road D, Little Canada, MN 66117 WEIGHING 1.68 LBS/LIN.FT, SET Telephone: (861)768 -0112 Fax.-(851)766-0812 -- ------ DENOTES BUILDING SETBACK LINE E —mail: survey®metrols.com SHEET 2 OF 3 CERTIFIED SURVEY MAP LOCATED IN PART OF THE. NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION. 9, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN DESCRIPTION A parcel of land located in the NW1 /4 of the NW1 /4 of Section 9, T30N, R19W, Town of Somerset, St. Croix County, Wisconsin, being further described as follows: Commencing at the Northwest corner of said Section 9; thence North 89 degrees 45 minutes 25 seconds East on' an assumed bearing along the North line of said Northwest Quarter, a distance of 1309.01 feet to the point of beginning; thence South 0 degrees 07 minutes 23 seconds East, along the East line of the Northwest Quarter of the Northwest Quarter of said Section 9, a distance of 1299.28 feet to the South line of said Northwest Quarter of the Northwest Quarter; thence South 89 degrees 42 minutes 06 seconds West, along last said South line, a distance of 1309.79 feet to the West line of the Northwest Quarter of the Northwest Quarter of said Section 9; thence North 00 degrees 05 minutes 21 seconds West, along last said West line, a distance of 423.10 feet to the Southerly line of Lot 1 as recorded in Volume 4, Page 1100; thence North 89 degrees 42 minutes 39 seconds East, along last said South line, a distance of 475.90 feet to the East line of said Lot 1; thence North 0 degrees 07 minutes 33 seconds West, along lost said East line, a distance of 423.09 feet to the North line of lost said Lot 1; thence South 89 degrees 42 minutes 39 seconds West, along last said North line, a distance of 411.73 feet to the Easterly right of way line of 50th Street; thence Northerly 65.80 feet along a non— tongential curve concave the West, having a radius of 4166.00 feet, a central ongle of 0 degrees 54 minutes 18 seconds and a chord bearing at North 04 degrees 14 minutes 58 seconds West; thence North 86 degrees 05 minutes 57 seconds East, along the South line of that parcel as described in Volume 1490, Page 321, a distance of 15.10 feet; thence North 03 degrees 54 minutes. 03 seconds West along the East line of lost said parcel, a distance of 131.23 feet; thence Northeasterly along a tangential curve concave to the Southeast, having a radius of 196.06 feet, a central ongle of 94 degrees 09 minutes 16 seconds and a chord bearing of North 43 degrees 10 minutes 35 seconds East; thence South 89 degrees 44 minutes 47 seconds East along the Southerly line of lost said parcel also being the Southerly right of way line of 170th Avenue, a distance of 131.24 feet; thence North 00 degrees 15 minutes 13 seconds East, along the most Easterly line of lost said parcel, a distance of 52.31 feet to the North line of the Northwest Quarter of the Northwest Quarter of said Section 9; thence North 89 degrees 45 minutes 25 seconds East, along lost said North line, a distance of 915.20 feet to the point of beginning. Said parcel is subject to an easement to St. Croix County Electric as recorded in Volume 256, page 568. Said parcel also subject to any other easements and restrictions of record. 1, Ronald P. Alwin, registered Wisconsin Land Surveyor, do hereby certify that I hove surveyed and mapped the above described property, that such plot is a true and correct representation of the exterior boundaries of the land surveyed; and that I hove fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance, and the Town of Somerset Subdivision Ordinance to the best of my professional knowledge, understanding d belief. N os Ronald P. Alwin Wisconsin Land Surveyor 2589 -008 got4 N Metro Land Surveying & Engineering p,L 412 East County Rood D P _2589 Little Canada, MN 55117 S NE M� V April 17th, 2003 S This map is hereby approved by the Town Board of the Town of Somerset. Dote Town Clerk Owned by and Surveyed for: James Gutting Route 2 — Box 283D Somerset, Wisconsin 54025 SHEET 3 OF 3 . +� / 1 i / - /, �_ � /, �� �\ l \' �- ` ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER G %o3 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION CONTROL PLAN (711 5) 386 -4680 • Fax (715) 386 -4686 , For Lot 2, (CSM #729705) 1683 50 St. (Somerset) – Owner(s) Ken Sandy Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and/or landowner to follow erosion control procedures and maintain them until the site has been stabilized. 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 below. Maintain existing vegetation wherever possible to minimize sediment movement. The proposed septic system is >100 ft. north of an area of ponded water, which extends south onto neighboring property. 2. Route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between excavation areas and any drainage ditches or waterways (see attached detail for construction of diversions). Make sure no concentrated drainages or ditches can pick up runoff and/or create erosion problems or transport sediment into pond. 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. However, silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the diversions and vegetative buffers. The Building Inspector or POWTS Inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner is responsible for repair of 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 all disturbed areas with topsoil cover, seed and mulch immediately after final grading. If weather does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. On steep slopes or areas with little topsoil cover, 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 or ask for assistance with erosion & sediment control installation. A copy of "Erosion Control for Home Builders" ' uded math this plan. Prepared by: Pam Quinn, Soil Erosion Inspector #665054 Owner acknowledizement of ESC Plan requirements Ak .—/—/2003 i Marion Standaert Subject: 430183 - O'Connell Location: Somerset Start: Tue 8/5/2003 11:00 AM End: Tue 8/5/2003 12:00 PM Recurrence: (none) Contour lines Ad 1