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HomeMy WebLinkAbout022-1063-10-100 * � 0 � J CD $ ƒ 2 E M�.. _ @ ) 0 7 ° & E 7 U K) =r 0 e o 3 , Q M _ CA . �@r_ /�� �\ ��k a I - / CA) ( \ % § E , 0 w § -4 ` ° > - U , CO 00 4 G E � © � / 3 § £ . 3 co 3; . ) / 9 2 L C @ § 2 % Q Q . / E E n r @ . ^ ^ CO) & \ - 0 I 0 0 0 \\ O / a \ 2 2 2 \� / § 0 // 7 v v§ 8 \ ;¢ �� g ( 2 & A q 7 \ CD / $ g 0 \ } 4 § I } 2 7 & » a � / � 9 . 0 ■ i / § § I � � k � § ; ) \ CO CD ° \ £ƒk 2 j� � 0.0 r . ai {x 7 go ( � /\ A CD ƒ CD �0 � f 2 0 \ 2 w f i @ Z \ \ I Wis 1nsin nl%Vment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453154 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: y 9 P Leonard, Brian I Kinnickinnic Township 022 - 1063 -10 -100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 10 , C TO 2 �O l 0 n d A% 22.28.18.337A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic '' ,,11 / Benchmark • o /00. o Dosing t Q D Alt. BM 5. S( Aeration Bldg. S , 7• Holding St/Ht Inlet TANK SETBACK INFORMATION) S t/Ht outlet r-- TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �1 Septic 72- 2 1 oL I / Dt Bottom n • i Dosing �Cfzt ,AA- Header /Man. 3 -44 161-14 Aeration Dist. Pipe 13-W _L91-dt A .20 Holding Bot. System 3 3, 0 Z 1 n o Y 3'7 1 Final Grade PUMP /SIPHON INFORMATION .424 a•O�{ /02• Manufacturer Demand St Cover GPM Model Number j� q jj f Z TDH Lift Friction Loss System Head TDH Ft U � 01 3 ,2 ' 3.2t' $•38 Forcemain Length b j Dia. 2 �� Dist. to Well V SOIL ABSORPTION SYSTEM I cLU BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Insi DIMENSIONS 5 4 D 0 a /yr4 ca - SETBACK SYSTEM TO P/L JBLDG WELL 9 LAKE /STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMB T OR Model Number: n 51 1 -3 O 07 i DISTRIBUTION SYSTEM Header /Manifold �� I D istributi�o / n i T le Size /� x Hole Spacing V/e�nt tto Air Intakee Length 2' / Dia ty Length -+ o Dia l 7 / Spacing 4 ' / J �(p 3 `��� - SOIL COVER x Pre ssure Systems Only xx Mound Or At - Grade Systems Only o2 '0104 '�_'11 Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Edges Bed/Trench Center I g � � Topsoil f Ye ��';� No ? � Yes []" No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 5 _PNL Inspection #2:_�/�/ O L Location: 281 Cty. Rd. JJ River Fa-l1ls_WII54022 (NE 1/4 NE 1/4 22 T28N R18W) NA Lot 1 L ,�� //,, Parcel No: 22.28.18.337A 1.) Alt BM Description = 4(,r{1G �' � q/ Y ( oh D e'o ; C q / 2.) Bldg sewer length =30 t 1 (� + I � 50l ( 01L_ (�j�� - amount of cover = t{ fo q L � �/[ t � 0 -7'/J" Plan revision Required? [] Yes I No ! C 1 p t� �� d I _ Use other side for additional informati n. i0J 0� i0 l� — _ _ -- -- o — _1 SBD -6710 (R.3/97) Date Insepctors Signature Cart. No. ST. CROIX COUNTY WISCONSIN 1+✓ -, '�'� ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER I N N I N K I N N r. - . ■r 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 www.co.saint- croix.wi.us To: ���5� N C�- OS1l�G'' From: Fax: - 7 (� - 3�� . Q (0 2 41 Pages: Z (Cep 4 - !2�VjAdJ Phone: Date: Re: I ' �0 W� S �l.�d CC: ❑ If this box is checked please submit a check for a $5.00 fax fee made payable to "St. Croix County Zoning" along with a copy of this fax sheet to St. Croix County Zoning Department, 1101 Carmichael Road, Hudson, WI 54016. • Comments: V..9Ad A Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 '5( CW K N VIsconsin Madison, WI 53707 - 7162 Sanitary Permit Number (tg be filled in by Co.) Department of Commerce (608) 266-3151 3 Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide Q 0 1 = TR YI NS• 1 A 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 InformaVono (' <y Property Owner's Na me � ot H � + Parcel N L Block N n io ti e o n d APR 2. 6;2 - I 0 3-/ 0 00( 3 TA-) Property Owner's M ailing Address KU , h � vU +� Property Location H tn. ZONING OFFIGE City, Stale Zip Code Phone Number C '/, tk,Section 9 % Y GY ' - { t j i 5 Q p v circle ppi� II TT pe of Building (check all that apply) T N; R�E or W L4'1 or 2 Family Dwelling - Number of B rooms _3 b) "?, f CSM Number ❑ Public /Commercial - Describe U calls ' / = 9 ! -d � 'El State Owned - Describe Use - ❑City ❑Village Township of 1 D SD III. Type of Permit: (Check onl on on line A. Complete line B if applicable) A ' stem Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. E 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 ❑ 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 Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sD Dispersal Area Proposed (sf) System Elevation 4 / 150 450 !o4 - VI. Tank Info Capacity in Total Number Manufacturer refab Site Steel Fiber Plastic Gallons Gallons of Units lY /a p, Wd � -4—too ncrete Constructed Glass New Existing a a nn Tanks I Tanks t Septic or Holding Tank _ a(j 000 C S­, CPA C Aerobic Treatment Unit Dosing Chamber J _ o r VIL Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. PI her's a me (Pf t) Plumber's Si gnature MP /MPRS Number Business Phone Number Z -0� arl P/ e 425 =_ S' Plumber's Addre ss (Street, City, State, Zip Code) et - L_ r t>� �F ( C�,i. S 0 Z VIII. Count /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Is in Agent Si nature (No Stamps) Surcharge Fee) ❑ Owner Given Reason for Denial IX. Conditions o f � p r for Disapproval 3 \ t S SYSTEPtiOVtl A (� IS4 / c I 1 Septic tank, effluent filter and �- dispersal cell must all be serviced I maintained i �N� , / �� tom+ t ( G�' as per management plan provided by plumber. T Ct`� S ( ' / Q� 2. All setback requirements must be maintained as per applicable code /ordinances. 11 A ^ e Attach complete plans (to the County only) for the system on r not less than /2 xx 11 inches ' sue Y S SBD -6398 (R. 01/03) 05/05/04 WED 13:33 FAX 715 386 4686 IM 001 * ** ERROR TX REPORT * ** TX FUNCTION WAS NOT COMPLETED TX /RX NO 2489 DEPT. ACCESS CODE 1245 CONNECTION TEL 93860624 SUBADDRESS CONNECTION ID ST. TIME 05/05 13:33 USAGE T 00'35 PGS. 0 RESULT NG 0 #018 ,� ST. CROIX COUNTY 1 »- %.,, WISCONSIN r ZONING DEPARTMENT + '� ~ � � ST. CROIX COUNTY GOVERNMENT CENTER ■ . r i ■ ■ ■ ■. ■ ■. 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (716) 386.4680 Fax (715) 386 -4686 WWW.co.salnt- :rolx.Wl.us CLOSI)G— From ? A1r)r, uj.4)� Few 71 Q& Z y pages: Z (C.eti`° 4- ffgod j Phone: Date: Re: 1 ' ►ntoKd ak4 4 t'l. -d CC: -- ❑ If this box is checked please submit a check for a $5.00 fax fee made payable to "St Croix County Zoning' along with a copy of this fax sheet to St Croix County Zoning Department, 1101 Carmichael Road, Hudson, WI 54016. e Comments: Azao2-- "&4xof" j aMo , s -a91 1)11z� fr ��'�15� N c,wL" I&J(;r From: rA-r) 4L I Nt-' Fmk: -7 1r- V&-Q& Z y Pages: Z Pho Date: ❑ If this box is checked please submit a check fbr a $5.00 fax fee made payable to "St. Croix County Zoning" along with a copy of this fax sheet to St Croix County Zoning Department, 1101 Carmichael Road, Hudson, WI 54016. • Comments: J /'w. '7'�Ztl Nii'lGY S W �1/ 1�Y/ S 910# 0 ou IUSdx 0 'SDd 9£100 s dDesn MtT 90/90 axLL ' ai xol,LOdxxoo SSdx IUMS 6Z9099£6 'I&L NOII3aNN00 96ZT Haw ssd00v 'idw OM ON %?I / %Z anzrTdxoo Lom SvtA MOI13MM XI To on 9996 98£ sTL xva Z0 :6T aam 60/90/90 A %6 ♦ A7e(/aeion AV `r � 11 b i I r fro sed Mnun d a� : - r, oF bloc�' W I ((v• x /o�f.Os % t k da Ass wntd , d,s 4rsa(ceN. w � .6 x 90 P f I� a II i B3 ��,�(•�� I�s,�als 4t Yz "z V4 s8' w/ 3 /i` ry 1 I I � pri�� Ue5 SPactd o.E ` o Ab dun as 14� AC peecadc. d�;veway �araaG �►a c ` 0oncrt e. El• /00. 24 Is z8� f ouukead ---- - - - - -, �D /tc.•nfi %n c,/ta.,�� eS 'fD accoi»vdo.�e �J►'o�s�( I b /ol /ng ,Seu�ej 1 I �...d �a�v►�;cld u�nE l80. s8' p� 49 r +a; Safety and Buildings Division 10541 N. Ranch Road commerce.wi.gov Hayward, WI 54843 iscons www.commerce.state.wi.us Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary April 23, 2004 CUST ID No. 220554 A7TN: Inspector CARL P HEISE ZONING OFFICE CARL HEISE EXCAVATING ST CROIX COUNTY SPIA 1042 S MAIN ST 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/23/2006 �' Transaction ID No. 992004 SITE: Brian Leonard Site ID No. 682324 Town of Kinnickinnic, St Croix County NE 1/4, NE 1/4, 522, T28N, R18W ,.,. Lot: l FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 954546 Maintenance required; Replacement system; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01101) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, 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 /O1) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) ". • Septic tank outlet filter maintenance information shall be given to the owner. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /instal lation/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. CARL P HEISE Page 2 4/23/04 The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 (� Fee Received $ 175.00 ,tM Balance Due $ 0.00 eroy G. isk y, Wast water Sp i list Integrated Services Bureau (715) 726 -2544 Voice (715) 726 -2549 Fax ljansky @commerce.state.wi.us MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Brian Leonard C W diii�nally Owner's Name: Brian Leonard PRO DJWSI EFAKI NT OF COMMERCE Owner's Address: 281 Co. Hwy. JJ OF S "ND BUI DINGS River Falls, Wi 54022 1 %.01 E C ND CE Pcl. Add.: 281 Co. Hwy. JJ Legal Description: NE1 /4 NE1 /4, Sec. 22, T.28N., R.18W. Township: Kinnickinnic County: St. Croix Subdivision Name: CSM Vol. 8, Pg. 2302 Lot Number: 1 Block Number: na Parcel I.D. Number: 022 - 1063 -10 -100 RECEIVED Plan Transaction t o.: X 9 9 2 0 ` 04 APR 2 2 2004 Page 1 Index and title Page 2 Data entry SAFETY & BLDGS D IV• Page 3 Mound drawings Page 4 Lateral and dose tank RECEIVED 5 System maintenance specifications Page 6 Management and contingency plan APR 16 2004 Page 7 Pump curve and specifications Page 8 Site Plan SAFETY & BLDGS DIV. Page 9 Soil Evaluation Report Designer: Carl P. Heise License Number: 220554 Date: 04/07/04 Phone Number: 715 - 425 -2175 Signature: r —7z21 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 (03/01/01) Page 1 of 9 i Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.001 Design Flow (gpd) 2.00 Site Slope ( %) e ?r,S!:_' 4e9:66 Contour Line Elevation (ft) 42.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 90.00 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? c Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 2.50 Orifice Spacing (ft) = 6.25 ft /orifice 2.00 Forcemain Diameter (in) 140.00 Forcemain Length (ft) Does the forcemain drain back? Y 92.00 Pump Tank Elevation (ft) 3.25 System Head (ft) x 1.3 22.84 Forcemain Drainback (gal) g.Yk Z41 Vertical Lift (ft) F 81.25 5x Void Volume (gal) 6.27 Friction Loss (ft) 104.08 Minimum Dose Volume (gal) X73 Total Dynamic Head (ft) 47.19 System Demand (gpm) 17 .56 Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options I choice 0.75 1.25 1.00 1.50 x x 1.25 x 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator Treatment Tank Information 603.36 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) Wieser W1000 /600MF Manufacturer 1 16.76 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 603.36 Dose Tank Capacity (gal) Zabel Fitter Manufacturer 16.76 Dose Tank Volume (gal /in) A100 Filter Model Number Wieser WLP1000 /600 Manufacturer Project: Brian Leonard Page 2 of 9 Mound Plan View .................................. ... ........ * ......... J Obse rvat i on 1/10 8 . . . . *'0.... Pipe . . • . ............................. K A .......... ... W ................................... I .... 'I .... ... ............... ..... ***'** ......... ............... B .................. * ............. .................... .................................. ............................ .. ..... .......................... .... .............. .................... ................. ............................ I ...... ......................................... .............................. ........................ I ............... ..................................... .................................. ........ ................. L Mound Component Dimensions A 5.00 ft E .20 in H 1.00 ft K 7.03 ft B 90.00 ft F .50 in 1 6.04 ft L 104.05 ft 6.00 0.50 5.07 16.11 DAin G [Aft J [Aft W [Aft 450.00 (ft 2 ) Dispersal Cell Area 993.35 (ft 2 ) Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade le2 2 '3 S' F 40+-004) Lateral Dispers Cell ....... ....... ...... ....... Invert Dispersal Cell ........... . . . . . . Elevation E D ............. ........ ........ ... .... ......... . . . . . . . . . . . . . . . . . . . . . . ............... ......... ................ ...... F 4] 1 si- V �- ... .......... UW,09-(ft) Contour Elevation 2.0 % Site Slope Geotextile Fabric Cover Shading Key a T Dispersal Cell See lateral details on Topsoil Cap 2 1.5 ft Page 4 for number, Subsoil Cap W . 0 0 /-*o size, and spacing of 'i ASTM C33 Sand F laterals. Laterals are > Tilled Layer 0.5 ft Typical Lateral equally spaced from 05 0 Aggregate 0 the distribution cell's A centerline in the distribution cell (AxB). Project: Brian Leonard Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical � P S •= Turn -up I v a valve or IE La terals & force main of PVC Sch 40 cleanoutplug per COMM Table 84.30.5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 44.28 ft Orifices per Lateral 18 Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ft /orifice Lateral Flow Rate 11.80 gpm Manifold Length 2.50 ft System Flow Rate 47.19 gpm Manifold Diameter 1.50 in Total Dynamic Head 17.73 ft Forcemain Velocity 4.82 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 properly vented F— Alternate outlet location Forcemain diameter Wieser W1000/60OMF Manufacturer —r 2 in. Capacity 603.36 Gallons Volume 16.76 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.00 301.46 C B 2.00 33.52 y_ P ump off elevation (ft) C i:.50 fe8.9.1 T 92.79 D 9.50 159.22 D Total 36.001 603.36 iE- Dank elevation (ft) 3" Bedding un er tank. 92.00 Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer Zoeller Pump Model Number 140 Pump Must Deliver 47.19 gpm at 17.73 ft TDH Project: Brian Leonard Page 4 of 9 ti Mound System Maintenance and Operation Specifications V p p Service Provider's Name Carl Heise Phone 715- 425 -2175 POWTS Regulator's Name St. Croix County Zoning Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg /L Type of Wastewaterl 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 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 I Inspect for ponding and seepage once every 3 years 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 �y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Brian Leonard Page 5 of 9 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 filter shall be assessed at least once every 3 years by inspection. The outlet fitter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 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. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L BOD 150 mg /L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg /L FOG, and 10 cfu/100 ml- for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically 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: Brian Leonard Page 6 of 9 D AV BEAD :AQAC''TY CURVE I EF r"_,ENT MODELS Model 185t. 8 not be sub)ected to less mar 30 tee! TDr J5 38 —1''25 32 loc- 30 —1 95 _ 28--1 90 26-1 Bt—, x186 1 � ' I 181 I II 1 ]5 r 22—+, 0 11- 165— 1 bo- 63 89. a189 5S —. 14 —, 4 5 j� � E�I 1 0'7 0 4185 B— 25 7. 3 I 1 - r -,- - i� - : --+ —,- + - -- x' ',6 1 - i - -- - - - t - -- -- 2 53157 1 98 1 20 11 40 0 60 71 10 90 100 110 120 IJO 141 150 160 80 160 24G 320 400 480 56C 640 � FLOW PER MINUTE ,V 7. /9 0 ��. rrr. irr ; r,: ,,�,,.,, .5! )4 TRIAL DYNAMIC HEAD /CAPACITY PER MINUTE EFFLUENT AND DEwATERING -3/57 98 1 137 .40/4140 1 1 6 1 /4:61 163/4163 165/4165 185/4185 186/4186 188/4188 189/4185 _ GoI. Lus Caj I urs Cal ua CoI Lvs Col Lvs. Gal. Lvs G. t uts :Irs L, - - Ca _ '6S 72 273 93 S52 91 344 100 1 379 1 6 1 231 61 j 231 58 220 145 549 - 29 61 231 79 299 84 31B 93 352 61 231 61 231 S8 12� 0 140 1 53(, 4C� _ �. 45 170 64 242 76 288 85 322 60 227 61 231 1 58 220 134 ' 507 b -- 25 95 36 36 ', 68 I 257 79 299 59 223 60 227 1 58 1 220 1 28 1 1 484 3 -- -- 8 30 59 1 223 70 1 265 57 216 59 223: 58 220 122 462 '25 49 1 185 62 1 235 55 206 1 58 220 85 322 58 220 116 439 45 4 - -- -- 21 79 <5 170 46 172 55 206 70 265 58 220 104 394 '09 1 -- _ _ 20 76 33 125 I 50 189 5 193 58 220 90 34 1 9 IS � 57 39 I 1a8 12 1 58 I 220 71 � 269 � 1 r ' !_ 2J 87 9 �-- 3 + r 52197 51 9 r 69 p. 38 <5 170 28 - 3 1 , 2 �- _ — 6 60 =r -- 4 5 �� r _ _ 9 26 I (79m)' 4 h (14m) 156 a (r71m) 66 It (201m) 865 26 4,)j 73 It (223,) 114 H (34 7,)j 91 It (2771)ii1c II 333 ;rr) 3 — 111 SSPiV.A MEMBER C U U L © Copyright 1998 Zoeller Co All rights reserved (' 7 O n ^ • �Pe� '� 1771 X79. ■ Soy evojao -f;o., ♦ 1¢Va,�-i L al i 1 i I proposed ,►1ou., d a:. 3e ar :70 of bloc' l _ a I I q. ;t�. dct#� �'l • i4 5s w+•t t..d h: !� ,` ' x 9O' d , S ps,rs°'( c¢ i f . 4e lt✓ 2 /40 - Co. I G I I t Y2. "Y yY z8' w/ 3 /rb o r i -P Ges S pa cc d o E J%� oPcstd u�.•e sty'` I I S.T. /�C• ., s� I I � � �iSi ds.�Gt ,Z sdi. �Jo � I I r d Q �. c. �� II 1 3 C) A bin-don as 1 : re? o-t^ pr'aaG canc c slab I C'Oncrt G E! •= /o0..z6` d��veway � C i z8� outrke4d ---- - - - - -, s ' Ser � 1 1 01&,"6in9 C-�anyeS p i I � ac'comv doJ�e p►'a�� b�.i soli r7q .SCu��Y' � 1 ! IDC.G�sC1Y)S. 1 .E____d �ah4';cld v�nE 1 7 ` Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations ,.liacn complete site plan on paper not less than 8'h County x 11 inches in size Plan must St. Croix ncruoe but not limited to vertical and horizontal reference point (BM), direction and - - ,-ereent slope, scale or dimemsions, north arrow, and location and distance to nearest road Parcel I. D. 022 - 1063 -10 -100 Please print all information. Reviewed By Date Personal inlormatlon you provide may be used for secondary purposes (Privacy Law, s 15.04 (1) (m)) Property Owner Property Location Brian Leonard Govt Lot N E 1/4 NE 1/4 S 22 T ' -8 N R 18 W Property g Owners Mailing Address Lot # Block # Subd Name or CSM# 281 Co Hwy 1 CSM Vol 8, Pg. 2302 City State Zip Code Phone Number City Village ✓ Town Nearest Road River Falls 1 WI i 540221 715 - 425 -0378 Kinnickinnic Co. Hwy JJ New Construction Use: V Residential / Number of bedrooms 3 Code derived design flow rate GPD ✓ Replacement Public or commercial - Describe: Parent material Glacial drift over weathered limestone bedrock. Flood plain elevation, if applicable na General comments and recommendations: Soil suitalbe for At -Grade system. Recommend installing mound system to achieve greater dispersall of effluent through system area at elev. 100.5' at 6" above 100.0' contour Boring # Boring ✓ Pit Ground Surface elev. 99.08 ft. Depth to limiting factor _._ _ _ ___ in. Sod Appr,cauon R:a- r,onzon Depth Dominant Color Redox Description Texture Structure Consistence ', Boundary Roots GPD /f?' in Munsell Qu Sz. Cont. Color Gr. Sz. Sh Eff7�1 Eff#2 1 0 -20 10yr2/1 none sil 2fsbk mvfr gw i i 2fmc 06 0 8 2 20 -29 10yr4/4 none sll 2fsbk mvfr Cw lfmc 0,15 0.8 3 29 -42 10yr4/6 none sl 2msbk mfr cw 1 fm 06 C' 4 42 -55 10yr5/6 f2d 7.5yr5/8 Is 1msbk mvfr aw 1fm 07 1.6 I in 1 d 7 5yr5 /8 � mfr 5 55 -74 10yr4/4 - � icl /LSBF 1 csbk 1 f 0.2 0.3 6 /_ 2d 1 m yr __. -- H 45 consists of sicl 1i m to ne resid Ulm fiIIin crack i g sand crevices between fractured limestone bedrock. i ❑ Boring # Boring ✓ Pit Ground Surface elev. 99.88 ft. Depth to limiting factor ___- 48._.....__. in Sod App cai or n ie - - - -- - -- -- "orizon Depth Dominant Color Redox Description Texture I Structure Consistence Boundary Roots GPD /h' n Munsell Qu Sz Cont. Color Gr Sz Sh Eff#1 ! Eff #2 1 1 0 -25 10y2/2 none sit 2fsbk i mvfr gw 2fm,1 c 0.6 0 8 2 25 -35 10yr4/4 none sit 2fsbk mvfr cw 1fmc 0.6 0 8 3 35 -48 10yr4/6 none sl 2msbk mfr cw lfmc 0.6 10 4 48 -63 10yr5/6 f2d 7.5yr5/8 Is 1 msbk mvfr aw 1 f C m i d 7 oyyr5 /8 & _ 5 63-71 10yr4/4 m 10yr6 /2 $icl /LSB� 1csbk mfr Y 1f 0.2 0.3 H #5 consists of ___Hlimestone residurrn filling cracks and crevices between fractured limestone bedrock. J Effluent 91 = BOD 5> 30 < 220 mgiL a d TSS >30 < 150 r gJL ` Effluent #2 = BOD 30 mg /L and TSS < 30 mgiL CST Name (Please Print) Signature: — CST Number — -/ - 3602 James K Thompson - Address A C E Soil & Site Evaluations / Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceel�Wl 54020 3/31/2004 715 - 248 -7767 Property Owner Brian Leonard Parcel ID # . 022 -1063 10 -100 Page 2 of 3 73 Boring # Boring ✓ Pit Ground Surface elev, .100.18 ft. Depth to limiting factor 48 in. Soil Appizanon Rate - orizor Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots OPID/fP in Munseil Qu Sz. Cont. Color Gr Sz. Sh Eff#1 Eff #2 1 0-36 j 10yr2/2 none sil 2fsbk mvfr gw 2fm 0.6 0 8 2 36 -48 10yr4/3 none sil 2fsbk mvfr cw 1fm 0.6 0 8 3 48 -57 10yr4/6 f2d 7.5yr5/8 sl 2msbk mfr cw 1fm 0.6 1 0 4 57-75 ! 10 Y r4/4 m I d 7.5yr518 & - -- - } mid 10yr6i2 iaicl /LSBN 1msbk mfr 1f 02 0.3 - --- - -t - i H #4 consists of sicl limestone residuim filling cracks and crevices between fractured limestone bedrock i Boring # Poring - — -- Pit Ground Surface elev. ft Depth to limiting factor - - in. Aicaron ka a Horizon Depth Dominant Color I Redox Description I Texture Structure Consistence Boundary Roots GPM, �n Munseil Qu. Sz Cont. Color Gr. Sz Sh 'Eff#1 Eff# - - - -- -- - - - - - {- - - -- -- — - - -- - +— - - + -- i - - —- — _ . -- -- I I � I i ❑Boring # Boring Pit Ground Surface elev. -- _-- _ -. -__ ft. Depth to limiting factor in. Soil r Apphcauor Ra �onzon Depth Dominant Color Redox Description i Texture Structure Consistence Boundary Roots OPD / in Munsell Qu Sz. Cont Color Gr Sz Sh 'Eff#1 Eff#2 4 4 i I i I - I _ < Effluent #1 BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L 'Effluent #2 - BOD < 30 mg /L and TSS 30 mgrs f he llepartment of Commerce is an equal opportunity service provider and employer. If you need assistance to access sen icc ur need material in an alternate format, please contact the department at 608 -266 -3 151 or TTY 608 -264 -5777. Red /771 ./ e %/ ♦ - 1c /a 6 l' o., I w d i �i I i 3e aw r: T of bead' u.l dctfi'�'t . i4 ss um e.d U 5 /Old e AC 3 badrtz,►, � ! z , rcSi dc.�Gt � I � 2 4td r► 4 as 4 z II C_or n �� e ld o� M-- -- -- - - -� n I ry1 i 7 o f l \ aGra�G s lab c i I concrtke. E!, : /00. d�;veway \ 1 0 Z8� ----- - - - --1 I ''I / 80 sB' i 1772 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8 %x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north ar an nearest road. Parcel I. D. 022 - 1063 -10 -100 Please ' i�al E-L D ev B I D %%/ Personal information you provide maor second ary purposes (Privacy Law, s 15.04 (1) (m)). r / Z9 Q Property Owner 11 e`'. i i; ) 4 Property Location Brian Leonard vt. Lot NE 1/4 NE 19 S 22 T 28 N R 18 W Property Owner's Mailing Address ? of # Block # Subd. Name or CSM# 281 Co. Hwy. JJ ' ` ` ' 1 CSM Vol. 8, Pg. 2302 City State Zip Code Phone Number City Village ✓ Town Nearest Road River Falls I WI 1 54022 715 - 425 - 0378 Kinnickinnic I Co. Hwy. JJ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ✓ Replacement Public or commercial - Describe: Parent material Glacial drift over weathered limestone bedrock. Flood plain elevation, if applicable na General comments and recommendations: Soil suitalbe for At -Grade system. Recommend installing mound system to achieve greater dispersall of effluent through system area at elev. 1005 at 6" above 100.0' contour. ❑ Boring # Boring ✓ Pit Ground Surface elev. 99.08 ft. Depth to limiting factor 42" 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 1 0 -20 10yr2/1 none sil 2fsbk mvfr gw 2fmc 0.6 0.8 2 20 -29 10yr4/4 none sit 2fsbk mvfr cw 1fmc 0.6 0.8 3 29-42 10yr4/6 none sl 2msbk mfr cw 1fm 0.6 1.0 4 42 -55 10yr5/6 f2d7.5yr5/8 Is 1msbk mvfr aw 1fm 0.7 1.6 5 55 -74 10yr m1d 7.5yr5/8 & 4/4 m2d 10yr6/2 sic l/LSB 1csbk mfr - 1f 0.2 0.3 H#5 consists of sicl limestone residuim filling cracks and crevices between fractured limestone bedrock. ❑ Boring # Boring ✓ Pit Ground Surface elev. 99.88 ft. Depth to limiting factor 48" 4F V- 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 0 -25 10yr2/2 none sil 2fsbk mvfr gw 2fm,1c 0.6 0.8 2 25 -35 10yr4/4 none sil 2fsbk mvfr cw 1fmc 0.6 0.8 3 35-48 10yr4/6 none sl 2msbk mfr cw 1fmc 0.6 1.0 4 48-63 10yr5/6 Q 5 r5 /8 Is 1msbk mvfr aw if 0.7 1.6 5 63 -71 10yr4/4 mId 7.5yr5/8 & m2d 10yr6/2 Vcl/LSBR 1csbk mfr - 1f 0.2 0.3 H #5 consists of si imestone resldu filling cracks and crevices between fractured limestone bedrock. k Effluent #1 = BOD 30 < 220 mg/L a d TSS >30 < 150 g/L Effluent #2 = BOD 30 mg/L and TSS <30 mg/L CST Name (Please Print) Signature: — CST Number James K. Thompson : -- 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceet• , l 54020 3/312004 715- 248 -7767 Property Owner Brian Leonard Parcel ID # 022 - 1063 -10 -100 Page 2 of 3 3] Boring # Boring ✓ Pit Ground Surface elev. 100.18 ft. Depth to limiting factor Win. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -36 10yr2/2 none sil 2fsbk mvfr gw 2fm 0.6 0.8 2 36-48 10yr4/3 none sil 2fsbk mvfr cw 1fm 0.6 0.8 3 48- 57 10yr4/6 f2d 7.5yr5/8 sl 2msbk mfr cw 1fm 0.6 1.0 4 57 -75 10yr4 /4 mld 7.5yr5/8 & 3icVLS6 1msbk mfr - 1f 0.2 0.3 m2d 1 r6/2 H#4 consists of sic[ limestone residuim filling cracks and crevices between fractured limestone bedrock. F—I Boring # Boring Pik Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F—I 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 GP /ff' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 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. 1771 /79.9` �6 ♦ /eda6 ;o,-i opcA /ctwh i cict�i cn . iQ s s u,m eA/ 8 It ✓. = /oo. U0. i rift dint ► d � � 3 u tart' ll. ` �� Corn A e(d p Pee eadc. \ � K'la,plc 5 :Top o4' �ra�w�G Cortcrc t , Co ncrt k El • = /00. 2 4' dr;veway ` stab Z g� ---- - - - - -- I 1 l I .F-- .— d /'o.ih�ic/d 1/c►1E P i 3 W 3 f ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM ( 6 0- V 1 �-- L C I C, L n Mailing Address VJ L 04 &�p (5A , 0 :c - Q9 Property Address Id JT— (Verification required from Planning Department for new construction) CityJState Ca, W Parcel Identification Number �roperty UGAL DESCRIPTION Location NE '/., Al '/., Sec. T N -R Town of 616 1 11 6 Subdivision Lot # 1 Certified Survey Map 302- Volume . Page # b a, Warranty Deed - Volume . Page # Spec house ❑ yes IR o Lot lin en CJ� yes ❑ no L O GG SYSTEM MAINTENANCE Improper use and maintenance of your septic s P. failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on; site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than I/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. Certificatio 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 ear expiration date. 0 Lt y a:2�t� — � — SIGNA OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owaer(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE « « « « «« * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Departm ent. ** 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 �r11 -E� PW pE.0 191 465053 SL co»M" CERTIFIED SURVEY MAP EMIL H. S MARY A_ NELSON FAMILY TRUST Part of the Northeast 114 of the Northeast 1/4 of Section 22, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. S�0 09'J9'•E zeer.so- N C /NE NE //f 0 132 /, fB• CDR. SEC. 22, r2t N N /./N PLAT LANDS NE COR. SEC. 22, r2B N. R /9W R/BW, / COUNrY SUR VE YOR'S SBI'00 .00" /COUNTY NTY SURVEYOR'S NON. M 0 N./ q E - 2JS. IB • OWNER'S ADDRESS: ss • 1 300 C.T.H. "JJ" GOT W River Falls, WI 54022 J 41 I Z-000 ACRES `• j a?, /sf SO. Fr. ti h /.330 ACRES EXC. R.O. W. 4 0 3 V1I � d6,df7 SO. Q O p I Z c o o OI �c 11 = OWE <L /NG 41 13 I 3 z % �I N �1 it p O + h GARAGE h W O h � W b ti SEWER VENT P W ti / ROAD R.O. W . N ` h m % 1 x = sf. /oo. se• tYh N Be•00•00••W 2JS. 4B „ U N LA SCALE / _ /oo• O Indicates 1' x ? 4 a iron -- so . /oo /so Y00' JOO pipe weighing 1.13 lbs. /lin. ft. set. Description; That certain parcel of land located in the Northeast 114 of the Northeast 114 of Section 22, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, more Fully described as Follows; Commencing at the North 1/4 corner of said Section ??, thence S 88 "E (assumed bearing on the North line of the Northeast 1/4 of said Section 22) a distance of 1121.48 thence S 02 "W 915.97' on the West line of the Northeast 1/4 of the Northeast 1/4 of said Section 22 to the POINT OF BEGINNINGS, of the' parcel to be herein described; thence S 88 235.48 thence S 02 "W 370.00'+ thence N 88 23S.48'; thence N 02 "E 370.00' on the West line of said Northeast 1/4 of the Northeast 1/4, to the POINT OF BEGINNING, containing ?.000 acres, being subject to easement over Westerly portions of said parcel as shown on this map For C.T.H. "JJ" R.O.W. purposes and also being subject to easements of record. Oated; Oecember 6, 1990 `,,s�t+ +4 State of Wisconsin) `��N���4�SC0NS/ ���� ti • County of Pierce) �' r ,- .0 _ LAU • N • I, Laurence W. Murphy, Registered Land Surveyor, do hereby nt W PHY 0 certify that by direction of the Owners, Emil H. y rrvs►, I have surveyed and divided the Lands show 6 Mary A. NelJ'� 13 = �' . Fami.L , E IV ALLS,� � � - . hereon in accordance dance with official records, Chapter 236.34 9�'•• .. C' of the Wisconsin Statutes and the Ordinances of St. Croix F�•LANZ County; and that this map and description are a true and �ItiaaaIa«��,•, correct representation thereof aurence W. Murphy APPMOVED Reg' tered Land Surveyor Val. $ Page 2302 Certified Survey Maps DEC f`, 19 St. Croix County, Wisconsin ST. Cr&AX COUNTY NENM VE PAMCS PLA�� AND z014Wi' COIM/4Mft i