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016-1080-90-010
Parcel #: 016 - 1080 -90 -010 03/21/2011 09:23 AM PAGE 1 OF 1 Alt. Parcel #: 36.30.15.550A 016 - TOWN OF GLENWOOD Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 07/26/2010 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co - Owner 0 - DESMITH, CHARLES PATRICK & CYNTHIA JEAN CHARLES PATRICK & CYNTHIA JEAN DESMITH 216 E WALNUT ST GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 1700 SCH DIST GLENWOOD CITY �/ 2 , / �� 0 /1 • `� /� SP 1700 WITC I Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 36 T30N R1 5W NE SE EXC CSM 24 -5719 Block /Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 36- 30N -15W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 10/01/2010 923723 WD 09/07/2010 922095 EZ -U 07/26/2010 919570 24/5719 CSM 2011 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 02/03/2011 Description Class Acres Land Improve Total State Reason Totals for 2011: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assei sments Special Charges Delinquent Charges Total 0.00 0.00 0.00 / \ o k CD \ / F / § / 7 J Jƒ 0 ° m §\ o§ 2 . CD W \ t m e } \ « 4 ( 'CIO) $ \ :E ° \ k § § § 2 ) 0 \ \ \ § § § C ° / / 0 § § » a � \\ƒ 8 E \ f U) = R g§ CL 0 § j \ C ® { _ e 11 n \ § « 0 r cn CO I o o= j ®° c .0 < r! ty CL M M -0 0 0 0 Q \ 2 ■ ■ m \ \ § cn cn k 0 \ § o v a \ £ g d o \ ) $ m m ©« § \ / ¢ k \ } I\ ou � / 0 I § o \ , E/ a . 2 2 CD AM- a ° 2 E a \ ° ° \ { , 0 & : z a w : m § m 2 CL Z ƒ § jq7 � CD L ! £g ;a2 ± (D 1 CD= § eEm -n 0 =r % o ve r ƒ \ D C 0 CL \*; $ f%\E t =EE2 ) CD 7 . CD CD i \ 77�E ©7 @2 co 'n \ 2 2 =r :3 0 \ < \ \ 20 § k \ \ � State Bar of Wisco sin Form 6 -2003 8 0 0 8 6 4 4 WARRAN Y DEED Tx:4006685 923723 BETH PABST REGISTER OF DEEDS Document Number Documen Name ST. CROIX CO., WI RECEIVED FOR RECORD THIS DEED, made between Donald R. James and Juani a J. James, husband and 10/01/2010 10 AM wife ( "Grantor," whether one or more), and Charles Patr ck DeSmith and Cynthia EXEMPT #• N/A Jean DeSmith ( "Grantee," whether one or more). REC FEE: 30.00 Grantor, for a valuable consideration, conveys to Grantee the following described real TRANS FEE: 90.00 estate, together with the rents, profits, fixtures and other a purtenant interests, in St. PAGES: 2 Croix County, State of Wisconsin ( "Property") (if more space is needed, please attach addendum): Recording Area - -- - -- - - -- - -- - - -- - - - -- -- See attached Name and Retum Address Key Title, Inc. 2103 East County Road D, Suite B Maplewood, MN 55109 File No.: 10 -213OW 016 -1080- 90-000 Parcel Identification um er This homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeas ble in fee simple and free and clear of encumbrances arising by, through, or under Grantor, except: Dated July 29, 2010. Donald R. James Ju, a J.James AUTHENTICATION ACKNOWLEDGEMENT Signature(s) STATE OF WISCONSIN ) ) SS. authenticated on St. Croix COUNTY ) Personally came before me on July 29, 2010 the above -named * Donald R. James and Juanita J. James to me know to be the TITLE: MEMBER STATE BAR OF WISCONSIN person(s) who executed the foregoing instrument and (If not, ackno 1 dged the same authorized by Wis. Stat. 706.06) , 1 THIS INSTRUMENT DRAFTED BY: P G` 1 M ' CO� *Marcy M. Collova� 1 Q ra�,T O Notary Public, State of Wisconsin �d✓�p�C �� I Qr `� °'" ' a My commission (is permanent) (expires: ) T 5 (Signatures rn� IS otthenticated r acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICA rjONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. S�1014L WARRANTY DEED Copyright 200 STATE BAR OF WISCONSIN FORM NO. 6-2003 orm soltware by Automated Real Estate Services, Inc. - 800.330.1295 File: 10 -213OW FILE: 10- 21.30W Legal Description The NE '/4 of the SE 1 /e of Section 36, Township 30 North, Range 15 West, Town of Glenwood, St. Croix County, Wisconsin except as follows: Lot 1 of Certified Survey Map filed July 26, 2010 in Volume 24, page 5719 as Document No. 919570 located in the The NE 1 /4 of the SE 1 /4 of Section 36, Township 30 North, Range 15 West, Town of Glenwood, St. Croix County, Wisconsin 1 2 Of 2 Form Software by Automated Real Estate Services, Inc. 1- 800 -330 -1395 <tsg> L epartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPEC ION REPORT Sanitary Permit No: 483960 0 GENERAL INFORMATION (ATTAC TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s. 5.04 (1)(m)]. Permit Holder's Name: City Vil age X Township Parcel Tax No: James, Donald & Juanita I Glenwood, Town of Qf 11)_/0 y 0 r� -.L� -- CST BM Elev: Insp. BM lev: BM Description: Section[Town /Range /Map No: 9 •6 a 6G I 36.30.15. TANK INFORMATION ti ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 1... &.!5 Septic I �,. 6 . Benchmark /58'5 l SS ZS W. 3 S'�/• o`r Dosing j,-f 7 1 9:5d Alt. BM ,r¢� 3 . G�✓ 5 , u d Bldg. Sewer F�1 IG �✓�. l/.'f3 `� ya3 Holding St/Ht Inlet , TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 1 Septic >66' ,„ 41 t f Dt Bottom �� Vk Dosing - - 5a Header /Man. �7 5 9 r 7 • I Aeration Dist. Pipe Holding Bot. System r PUMP /SIPHON INFORMATION Final Grade • �� /.z Manufacturer Demand St Cover �• GPM t1 Model Number 4 TDH Lift Friction Loss System Had TDH I 3.31 , 56 ,`j o v r 7, cis 9S• 3(0 Forcemain Len Dia. iii I Dist. to well 7 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length J No. Of oche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer: _ INFORMATION Type Otem: `rA oG Z CHAM UNT OR Model Number; �� 2 ! 7L! O DISTRIBUTION SYSTEM Header /Manifo[d it Distribution- 7 / I x Hole Size / I x Hole Spacing /l VP Air Intake Length 3 / Dia Length y Z Dia 'S Spacing $ 3 ' 3 rf/� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only a` Depth Over Depth Over xx Depth of ---- xx Seeded /Sodded xx Mulched IIII���� Bed/Trench Center ` / ^� Bed/Trench Edges Topsoil % �. es � No No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: 1 / / 6 / /a j Inspection #2: Location: 1242 Cty Rd W, lenwood City, WI 54013 (NE 1/ 1/4 36 T30N R15W) NA Lot �• Parcel No: 36.30.15. 1.) Alt BM Description = S 0 %0W L)SC7 2.) Bldg sewer length = 'yl� P /'0 J 6) k - amount of cover = ' Q (L IL Plan revision Yes Og[No Required? ( ��/� - — - - - y -- - -1 4 ❑ � ) i I Use other side for additional information. _ V L __ SBD -6710 (R.3/97) Date Insepctor ignatur Cart. No. —J PA commerce.wi.gov Safe and Buildings Division Counry 201 W. Washington Ave.. P O. Box 7162 S ' Q �' Madison, WI 53707-7162 Sanity. y Permit Numbto be filled in by CoJ Department of Commerce Scale Transaction Number Sanitary Permit Application I ? f y43 In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state•o%%-ned POWTS are Proiect Address (if different than mailing ad ress submitted to the Department of Commerce. Persnn 1 inIg 2n y2u 12rovid e may he used for secondary p urposes in accordance with the Privacv La ". s. 15 (I m , ��I e L. � 1. Application Infor lion - Plc, c Pri t Al I or t. E IVED Parcel a / "--5 Property Owner's Name Ja 4 J Pr Loca �Gf/ - Property O vner's Mailing Address ST. CROIX COUNTY ovt. Lot city. State r _ /.. SE '/. Secton J W v� T 3� _ n 4�,z v R Building check all that a l�') p 11. Type of g ( pP . k Lot n N ame a , • G Subdiv JCJ I or ). Family Dwelling - Number of Bedrooms Block t+ ❑ Public /Commercial - Describe Use I ❑ Can of CSM Number ❑ Village or ❑State Or •ned escribe Use �— • Town of G CC� 4' - I[I. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ' New System C3 Replacement System ❑ Treat mcndHolding Tank Replacement Only C3 Other Modification to Existing System (explain) List Previous Permit Number and Date Issued � B. ❑ Permit Renewal ❑ Permit Revision ❑ Changc of Plumbcr C] Pcamat Translcr to'N cw Before Expiration Owner IV. Type of POWTS System /Com oneht/Device: Check all that apply) w r ❑ Non - Pressurized In- Ground ❑ Pressurized In-Ground ❑ At -Grade / Mound > 24 in, o(suitable soil ❑ Mound < 24 in of suitable soil C3 Holding Tank ❑ Other Dispersal Component (explain) ❑Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Ratc(gpd Dispersal Area Required (0) Dispersal Area Proposed s System Elevation ?5U . ( /�50 0 �e 17�J 4 3.,9.v- Ca yell Manufacturer y N Tank Info C in Total q of (: Gallons Gallons Units c 0 � _ c y New Tanks. Existing Tanks Septic or Holding Tank Dosing Chamber 7 Q V11. Responsibility Statement- I, the undersigned, atsume responsihiliry for installation of the POWTS shown on the attached plans. Plumber's Name (Print) PI er's Signature MP /MPRS Number Business Phone Number ?76 7 �y - 265 Y��S Plum�er:s. Address (Street. City. State. Zip Code) � V111. unt - e nrtment Use Only 1 Permit Fee Date Iss# Issuing A t tgnature Approved isa $ ' caner : :, � Reason for Denta t / rr IX. Conditiah( qk~easons for Disapproval 1. Septic tank, effluent filter and 3 6(J��S� dispersal cell must all be services / maintained to end' _e - „�� �G�'M.•�C'" as per management plan provided by plumbw, / . A $064Ck req*9meMs must,be maintained +t Attach to complete plans for t ce system and submit to the County only on paper not less than d IR s I I inches in size SBD -6398 (R. 01/07) Valid thru 01/09 I V w Abu ��a t 7 6 1, ttp \ ez ZI �,A \ � I (�+ apa3Esa 5 3a�cr►` �, ZI way\ `fa' \ 3 1 Y 6 A oi . Pt P-e � Bn1 #2- _ (01.7-3 = G►�w�� C'►+c�e.KcE 4�rm.T ^f �� "�G'� -c.v , t�� rL , t,t l/y S 6' SA, 7'.3 R (5 Lo GLC-,, W6-e4 -WS? 8 S�( e94Ak (26.o . Q 3 = 9/.5"0 I i V sconsin S; p A j IL EVALUATION REPORT #71 Department of Commerce rdance with Comm 85 Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Northland Plumbing, Inc. 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 arrow, and location and distance to nearest road. Parcel I.D. f Please pri Reviewed By ' Date 5Prop erty sect rivacy s. 15.04 (1) (m)). Owner Properly Location v 7 (ie DeSmith Lot NE1 /4, SE1/ S36, 30N, R15W rty Owner s Mai Ong A Tess Lot # Block # Subd. or M# County Rd G ST. CROIX COUNTY City State El City [] Village Town rest Road Glenwood City WI 54013 715- 781 -0319 Glenwood Coun Rd W ® New Construction Use: ® Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD ❑ Replacement ❑ Public or commercial - Describe Parent material Sandstone Flood plain elevation, N applicable ft. General comments C /L , ti. and recommendations: F-1 I Boring # E] Boring ® Pit Ground surface elev. 94.07 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJfV in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. •EIfa1 TIM 1 0 -8 10YR3 /2 sl 2sbk mvfr Cs if .6 1.0 2 8 -16 10YR4/3 sl 3sbk mvfr Cs if .6 1.0 3 16 -27 10YR4 /6 scl 2sbk mvfr cs if .4 .6 4 27 -30 10YR3/6 fS Om mefi cs .5 1.0 5 30-35 10YR5 /8 fS Osg mfi Cs .5 1.0 6 35 -58 10YR6J� ' �� Yom- fs Um MA gs .5 1.0 i F2 ] # ❑ Boring ® Pit Ground surface elev. 91.06 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Erta1 •Eft#2 1 0 -11 10YR3 /2 si 2sbk mvfr Cs if .5 1.0 2 11 -22 10YR4 /3 sl 3sbk mvfr Cs if .5 1.0 — mvfr Cs if .4 .6 3 22 29 10YR4 6 scl - 4 29 -32 10YR3 /6 ',, w -4ed K fS Om mvfi Cs .5 1.0 5 32 -36 10YR5 /8 fs Osg Mn Cs .5 1.0 6 36 -52 R618 fS Osg mfi Cs .5 1.0 " Effluent #1 = BOO 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = B0D s30 mg/L and TSS <_30 mg/L CST Name (Please Print) Sign re: CST Number Michael J. Myers 267985 Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number 2943130th Ave Glenwood City, WI 54013 3/19/10 715 - 265 -4115 SBD -6330 (8.07/00) 1 Property Owner Chudde DeSmith Parcel ID # Page 2 of 3 F 3 ❑ Boring Boring # Pit Ground surface elev. 91.50 ft. Depth to limiting factor 29 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/x1 *EfW2 1 0-10 10YR3 /2 sl 2sbk mvfr a if .6 1.0 2 10 -16 10YR4/3 sl 3Sbk mvfr CS if .6 1.0 3 16 -29 10YR4 /6 sd 2sbk mfr a if .4 .6 4 29 -35 10YR3 /6 fs Om mefi cs .5 1.0 5 35 -56 10YR5 /8 fS Osg mfi cs .5 1.0 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. Property Owner Chuckle DeSmith Parcel ID # Page 2 of 3 F 3 E] Boring Boring # Pit Ground surface elev. 91.50 ft. Depth to limiting factor 29 in. ® Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDh? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *091 *Etf#2 1 0-10 10YR3/2 Sl 2sbk mvfr Cs if .6 1.0 2 10 -16 10YR4/3 SI 3sbk mvfr Cs if .6 1.0 3 16 -29 10YR4 /6 scl 2sbk mfr CS if .4 .6 4 29 -35 10YR3/6 fs Orn mefi Cs .5 1.0 5 35 -56 i 10YR5 /8 7 fs Osg mfi Cs .5 1.0 tCj / i W f v� Effluent #1 = BOD? 30 <220 mg/- and TSS >30 <_150 mgA- " Effluent #2 = BOD < 30 mg /L and TSS <30 mg/- The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. 1 ^ I 1 � a tp ti's �i apag�b .5 3t�R.r►.. T z &MADE JAIsx fe -I /I ° GAI•v'. u 13-3 _91 S6 I C �E�IT}� r/E`q 5E'/4 S34 T3 15w CTL6? W60�b T—SP W Safety and Buildings 141 NW BARSTOW ST FL 4TH commerce.wi.gov WAUKESHA WI 53188 -3789 Contact Through Relay scon s i n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Aaron Olver, Secretary May 21, 2010 CUST ID No. 267985 ATTN.• POWTS Inspector MICHAEL J MYERS ZONING OFFICE NORTHLAND PLUMBING INC ST CROIX COUNTY SPIA 2943 130TH AVE 1101 CARMICHAEL RD GLENWOOD CITY WI 54013 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/21/2012 Identifittion Numbers Transaction ID No. 1799263 SITE: Site ID No. 7 56683 Chuckie Desmith Please refer to both identification numbers, Cty Rd W above, in all correspondence with the Town of Glenwood a St Croix County NEI /4, SE1 /4, S36, T30N, R15W FOR: Description: Mound, 5 Bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1266338 Maintenance required; 750 GPD Flow rate; 52 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. 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 enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). In the event this soil absorption system or any of its component parts malfunctions so as to create ath hazard, the property owner must follow the contingency plan as described in the approved plans. In * ' owner lz must comply with the operation, maintenance and monitoring duties as described in section a component manual. A copy of this information must be given to the owner upon complet J1 q. RT // All holding/treatment tanks are to comply with Comm. 84.25(7)(a). On Maintenance information must be given to the owner of the tank explaining that periodic ng of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. MICHAEL J MYERS Page 2 5/21/2010 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. 0 Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible operation nsible for the installation o ration or maintenance of the POWTS. S' rely, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Julia Lewis - Osborne POWTS Reviewer 2, Integrated Services WiSIARI` cpde 7b (262) 397 -6005, Fax: (608) 283 -7481 julia.lewis@wisconsin. gov Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.commerce.wi. ov /SB /SB- Buildin ContractorPro am.html g g i Note: Effective March 29, 2010, we are consolidating our Shawano full- service office with our Green Bay office. Please address all plans, correspondence, mail, etc. related to previous Shawano services, for delivery after that date, to: Division of Safety & Buildings, 2331 San Luis Place, Green Bay, WI 54304. If calling moved Shawano staff after that date, call (920)492 -5601. Mound System Cover Page FQ 1 of 6 WIENER emenETE 14 Project Name: DeSmith -Mound Owner's Name Chuckie DeSmith Owners Address 2795 County Rd G Glenwood City,Wl 54013 Legal Description NE + /,, SE �• % Sec 36 T 30 N, R 15 W Township Glenwood RECEIVED County Saint Croix MAY -72010 Subdivision S AFETY & BUILDINGS Lot# Parcel I D# Table of Contents pg- 1 Coverpage 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank 5 Management and Contingency Plan 6 Plot Map 7. Pump Curve total # of pages: 6 Designer Name: Michael J. Myers MP /License #: 267985 Date: 5/4/10 Ph. #: 715-265-4115 Signature: Mound System Design Methods Used �, � Op per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD- 10691 -P (N.01101) FI Yq� O til per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD- 10708-P (N 01/Q NDe���C� :E Spreadsheet provided by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 Ph: 715 -843 -6068 email: 3t>a@i3badv CF Mound System Page 2 of 6 Mound Sizing Calculations Project Name: DeSmith -Mound Site C onditions Design of Entire Fill Project Type: [ — ,or 2 Family Dwelling�1 Cell depth at upslope edge (D): 9.0 in. % Slope: 4 % Cell depth at downslope edge (E): 11.9 in. # of Bedrooms: 5 Distribution cell depth (F): 9.5 in. Depth to limiting factor: 27 in. Cover thickness over edge (G): 6 in. Absorbtion rate of fill material: 1 gal/ft /day Cover thickness over center (H): 12 in. Absorbtion rate of in -situ soil: 0.6 gal/fe /day End slope width (K): 8.0 ft. Effluent quality Eff#1 • Fill length (L): 141.0 ft. Max BOD effluent value: 220 mg /I Upslope width (J): 5.5 ft. Max TSS effluent value: 150 mg /I Downslope width (Toe) (1): 7.8 ft. Fill Width (W): 19.3 ft. Design of the Distribution Cell Basal Area System Design Flow: 750.0 gal /day Basal area required: 1250 ft Distribution cell width (A): 6.00 ft Basal area available: 1725 ft Distribution cell length (B): F 12 - 01 ft Area of Distribution Cell: 750.0 fe Observation Pipes Contour Elevation of Mound: F 9 - 71 ft Location from end of cell (Z): 20.83 ft System Elevation of Mound: 93.92 ft Final Grade of Mound: 95.71 ft Mound Plan View J Observation Pipes W K o Distribution Cell AFL B k—K I Tilled ArealFill Material L ' Mound Cross Section Final Grade Observation ripe Synthetic Fabric H Distribution Cell System Elevation gi �a•�. F d 1 Cover Material Lateral 3 Fill Material Invert Tilled Area Slope �Forcemain System Contour Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(g) Distribution Cell to have minimum 6" aggregate below lateral and 2" above. i Mound System Pape 3 of s Pressure Distribution Calculations Project Name: DeSmith -Mound Lateral Layout Lateral /Manifold Design Lateral elevation: 94.4 ft Lateral diameter: 1'h In. Rows of Laterals: 2 Lateral spacing (S): Oft Manifold type: Center • Lateral to cell edge: 1.5 ft Orifice diameter: o.i2s • In. Lateral discharge rate: 10.30 gpm # of Laterals: 4 System discharge rate: 41.19 gpm Distal Pressure: 5 ft Manifold diameter: In. Lateral Length: 62 ft Manifold length: 3 ft Orifice Spacing /Distribution Forcemain Friction Loss Orifice spacing W: 30.37 Inches Forcemain length: 80 ft Orifices per lateral: 25 Forcemain diameter: 2 In. Avg. ft /Orifice: 7.50 ft Friction loss in forcemain: 2.788 ft Lateral Side View 2 ✓I 9 t �v Manifold Lateral � Lateral x x x x x X x x x x x x 2 -f Lateral Length 1z Lateral Length Lateral Plan View Lateral Length Turn -up w/ball valve or deanaat plug 0 (0) S 0 0 Orifices on bottom of lateral equally spaced PVC laterals and forcemain to comply with specifications per Comm 84.30(21e) Forcemain connection via tee or cross to manifold at any point Clean Out Detail Observation Pipes Clean -out plug final Grade -or bell valve Water tight cap or plug Lawn Sprinkler Box lot Note: Closet CoW 6" Minimum rn " be used in Long Sweep 90 I place of 3N' bar L or two 45's 3/t]' Bar Lateral Mound System Pa a of s Septic, Pump and Dose Tank Project: DeSmith -Mound Tank Information Dosage Volume Pump tank manufacturer: Wieser Concrete Forcemain drains back to tank? OQ Yes O No Pump tank size /model: WLP1585/950 Lateral void volume: 26.2 gal Pump tank gal /inch: 25 Dosage to absorbtion Cell: 131.1 gal Actual Pump Tank Volume: 950 gal Forcemain volume: 13.9 gal Tank bottom elevation (inside): 8 5 ft Total dosage: 145.0 gal Septic tank size /model: ILP1585/950 Pump and Filter Total Dynamic Head Pump Manufacturer: Goulds Are laterals highest point? y Pump Model: PE51 P1 if not, enter highest elevation: p ft Effluent Filter: Pol lock 525 System head (distal x 1.3) 6.50 ft Vertical Lift ( "D" to lateral) 8.75 ft Note: Access opening of sufficient size to be provided to allow Friction loss in forcemain: 2.79 ft removal of filter. Opening to terminate at or above grade. Pressure loss from filter: Oft Total dynamic head (TDH): 18.04 ft Pump Tank Diagram Dose Tank Levels Watertight Locking Cover In. Gal q Inch With Worming Label ,Wished A Reserve 22.2 555.0 Minimum Grade B Pump off to Alarm 2.0 50.0 Attemate _ C Total Dosage 5.8 145.0 outlet Location Elect. per Comm D Effluent depth for pump 8.0 200.0 I Forcemain 16.26 and Total Capacity: 38.0 950.0 NEC 300 Weep Hole A or Anti - Siphon e Device C D Pump must be capable of: 41.2 GPM and head pressure of: 18.1 Feet Mound System Management Plan pursuant to comm 83.54 W. A. C. page 5 of B Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical/biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied by sludge /scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Pump/Dose Tank If an effluent filter has been installed in the pump /dose tank, it must be removed & cleaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump /dose tank should be routinely inspected to be watertight and of good repair. Mound and Lateral System The mound system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problemstfailure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing /maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. Lateral distribution pipes should be flushed outhested every 18 months using the cleanout points at each end of the component to remove scum that may clog orifices. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the mound and replacing said components in order to return system to proper working order as required. PUMPS N GOULDS Submersible Effluent Pump PE '"Wa r Pump SPECIFICATIONS MOTOR FEATURES Pump — General: General: ■ Corrosion resistant • Discharge: 1'/2 NPT • Single phase construction. • Temperature: 104 (40 • 60 Hertz ■ Cast iron body. maximum, continuous when • 115 and 230 volts ■ Thermoplastic impeller and fully submerged. • Built-in thermal overload pro- cover. • Solids handling: ' /Z" tection with automatic reset. ■ Upper sleeve and lower maximum sphere. • Class B insulation. heavy duty ball bearing • Automatic models include a • Oil - filled design. construction. APPLICATIONS float switch. • High strength carbon steel ■ Motor is permanently Specially designed for the • Manual models available. shaft. lubricated for extended following uses: • Pumping range: see PE31 Motor: service life. • Mound S stems performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous y PE31 Pump: • 115 volts operation. • Effluent/Dosing Systems P� • low Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ All ratings are within the working limits of the motor. • Basement Draining • Maximum head: 25: TDH PE41 Motor: ■Quick disconnect power • Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM Dewatering • Maximum capacity: 61 GPM • 115 and 230 volts length, heavy duty 16/3 cord, 20' standard d len with • Maximum head: 29' TDH PSC design 115 or 230 volt grounding PE51 Pump: PE51 Motor: plug. • Maximum capacity: 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty, • Maximum head: 37' TDH • 115 and 230 volts portable and compact. • PSC design ■ Mechanical seal is carbon, METERS FE ceramic, BUNA and stainless 4 -- __ —�- - -- -- MODELS: PE31, PE41, PE51 steel. PE51• � -- - -- - HP:.33, .40, .50 ■ Stainless steel fasteners. 3 - - - : AGENCY LISTINGS 10 _ -; � . -► 2 GPM 30 -t- - 1 Fr = 25 s�® us g _ Tested to UL 778 and a 2 } - - -- CSA 22.2108 Standards o By Canadian Standards Association F 15 File #LR38549 O - - - Goulds Pumps is 150 9001 Registered. 10 - -- - _ OL 0 10 20 30 4 50 60 70 GPM 80 0 5 to 15 rr,3ih Goulds Pumps CAPACITY ® 2004 ITT Water Technology Inc. ITT Industries Effective June, 2004 SPE31/41 < 7 �a IL A I CPP fly sC-Pt�c o 'z GK�DE t ISYT To �n 3 lY GA, Lv . PI E 1 I BrK FP2 = �b(.23' = G E To �'f I'C- r[ t- Yy SE'l-f Sa lo T3or4 R (5 Lv 5" (= 9 `�, a 7 GLeal s-r. . en.) -I k eo-cj tj-r� i l i C R w ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ( OWNERSHIP CERTIFICATION FORM Owner/Buyer 0Wqje`f 1 r- Mailing Address Property Address , a (Verification required from Plajiing Department for new construction) City /State ��� �� Parcel Identification Number LEGAL DESCRIPTION Property Location 1"Ve ' /., �� ' /., Sec. �� , T 30 N -R e 5 W, Town of Subdivision . Lot # Certified Survey Map # Volume Page # Warranty Deed # , Volume , Page # Spec house ❑ yes Z�no Lot lines identifiable X yes ❑ no SYSTEM MAINTENANCE 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 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 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 da of the three year expiration date. I SIGNATURE 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 owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE ktkkt• •••••' Any information that is mis- represented mV result in the sanitary permit being revoked by the Zoning Department. •• Include with this application: a stamped warranty dedd from the Register of Deeds office a copy of the certified sbrvey map if reference is made in the warranty deed • ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer d - J,) Mailing Address Property Address Z 2 LJ (Verification required fAin Planning & Zoning Department for new construction.) City /State Parcel Identification Number t LEGAL DESCRIPTION Property Location A)4 '/4 , 44 f '/a , Sec. 3 (, T 36 N R Town of /e,•�oa Subdivision Plat: , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # Z t,p 5555 (before 2007)Volume 38`'E , Page # (,o/ 3 Spec house 0 yesXn' Lot lines identifiable 0 yes 0 no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & 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 1/3 full of sludge. I /we, 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 Planning & Zoning Department within 30 days of the three year expiration date. 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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office. tuber of bedrooms S — t � �J � lei/ 0 SIGNA OF APPLICA (S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 09/07) Report for Parcel #016108090000 1 St Croix County, WI Page 1 of 1 2010 Property Record I St Croix County, WI Assessed values not finalized until after Board of Review Property information is valid as of 7123110 Years in red have delinquent taxes NOTICE: All payments received by County Treasurer will be posted the next day. Property Description Billing Information Parcel ID: 016 - 1080 -90 -000 Name / Attn.: DONALD R & JUANITA JAMES Map ID: 36.30.15.550 Address: 1238 CTY RD W Municipality: TOWN OF GLENWOOD City, State, Zip: DOWNING, WI 54734 Public Land Survey: SECTION 36 30N 15W Ownership Quarter: NE Primary Owner: DONALD R &JUANITA JAMES QQ /Tract: SE Secondary Owner: NO SECONDARY OWNERS LISTED Plat: NOT AVAILABLE Description: SEC 36 T30N R15W NE SE Deed Information Property Address: 1238 CTY RD W Volume Page Document # Total Acres: 40.00 ACRES Other Assessed Value Fair Market Value USE VALUE ASSESSMENT Valuation Date: 04/30/2009 Assessment Ratio: NOT AVAILABLE FOR 2010 Assessment Acres Land Improved Total Net Assess. Val. Rate: NOT AVAILABLE FOR 2010 Type Value Value Value G1- Residential 2.00 25,000 133,000 158,000 School Districts: 2198 - GLENWOOD CITY G4- Agricultural 10.00 1,800 0 1,800 Tax Detail G5M- Agricultural Forest 28.00 42,000 0 42,000 Net Tax Before Lottery, First Dollar Credits .00 Totals - -> 40.00 68,800 133,000 201,800 Lottery Credit ( -) .00 Installments First Dollar Credit ( -) .00 Please pay your 1st installment or full payment to Municipal Net Tax After .00 Treasurer, 2nd installment to the County Treasurer. Amt. Due Amt. Paid Balance Period Due Date Amount Net Property Tax .00 .00 .00 Total Taxes - -> .00 Special Assessments .00 .00 .00 Tax Payment History Special Charges .00 .00 .00 Delinquent Charges .00 .00 .00 Date Receipt Number Amount Private Forest Crop .00 .00 .00 Specials Woodland Tax Law .00 .00 .00 Managed Forest Land .00 .00 .00 Category Amount Penalties .00 .00 Interest .00 .00 Total .00 .00 .00 http: / /stcroixwi. mapping - online .com /StCroixCoWi /ParcelReport.j sp ?keyword= 016108090... 7/26/2010 CERTIFIED SURVEY MAP PART OF THE NORTHEAST 1 \4 OF THE SOUTHEAST 1/4, SECTION 36, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD, ST. CROIX COUNTY,WISCONSIN. UNPLATTED N89'53'41 "E 364.54' LANDS Z LOT I Cn ° ° 108,961 sq.ft. 95,818 sq.ft. 0 o ° 2.50 acres 2.20 acres ° E ast 1%4 Corner incl. r –o –w excl. r –o –w 8 Sect 36 -30 -15 N ° Aluminum Cap UNPLATTED septic well gor LANDS c '- vent O Qo – — – p house N N � building setback line — 00 o c,. t o - I---- - - - - -- o 0 o �„ L 1 0 Iry S89'17'45 "W 312.65' ° L2 — -- — M P 38.96' rn CA 28.15 °- 35T, 2_ N cen terline _ _ – L4 S89'53'41 "W W 364.54' S89'5341 "W � w _ Cn - -- — — — — o CTH "W" o N UN C O LANDS PREPARED FOR: - m Chuckie DeSmith Line Data 2795 Cty Rd G Glenwood Ci iy, WI L1 S00'42'15 "E 7.00' SE Corner LZ S 51.98' S ect. 36 -30 -15 Aiurir um Cap Note: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact St. Croix County Zoning Office and T own Board for advice. A possible violation of the -t Croix County Zoning Ordinance will be created if the existing structure, located 200' from the property line, OR 150' from the public road right -of -way, ever houses livestock or animal units. DRAFTED BY: Joei A Brandt B SURVEYWG LLC Jf LEGEND 0_ __. Found Government Corner (as noted) o.. ...__Set 3 \4'" x 18" iron Rebar weighing a N�e1C!�Na4 minimum of 1.50 ibs per lineal foot JOEL AL ' o .. _...Set "PK' Nail WUWOT 34=11 ;QI.EMMOfD \O North is referenced to the East line of the Southeast SCALE: 1" = 100' Quarter of Section 36.. -30 -15 _ which bears S00 0 09'10 "E Sheet 1 of 2 (St. Croix County Grid System) 100" 21) ti r - CERTIFIED SURVEY MAP PART OF THE NORTHEAST 1 \4 OF THE SOUTHEAST 1/4, SECTION 36, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD, ST_ CROlX COUNTY,WISCONSIN, DESCRIPTION A parcel of land located in part of the Northeast quarter of the Southeast quarter, of Section 36, Township 30 North, Range 15 West, Town of Glenwood, St Croix County, Wisconsin, more particularly described as follows Commencing at the East quarter corner of said Section 36, thence S00 °09'10 "E, along the east line of said Southeast quarter, a distance of 132123 feet, to the Southeast corner of the Northeast quarter of said Southeast quarter, and south line thereof; thence S89 °53'41 "W, along said south line, a distance of 355.72 feet, to the point of beginning of the parcel herein described; thence continuing S89 °53'41 "W, a distance of 364.54 feet; thence N00 °09'10 "W, a distance of 298.90 feet; thence N89 ° 53'41 "E, a distance of 364.54 feet; thence S00 °09'10 "E, a distance of 298 90 feet, to the point of beginning. The described parcel contains 108,961 square feet (2.50 acres), and is subject to easements of record. SURVEYOR'S CERTIFICATE I, Joel A. Brandt, Registered Land Surveyor, hereby certify That I have surveyed, divided, and mapped the above described parcel of land in full compliance with the provisions of Chapter 236.34 of the Wisconsin State Statutes, along with the provisions of St Croix County in surveying, dividing and mapping i he same. That such map is a correct representation of the exterior boundaries of the land surveyed and the subdivision thereof made. Said survey was done under the direction of Chuckle DeSmith. Dated this ) 2 _day of JWAE 2010 Go ro� ';�'••.ti JIM Joel A. randt, R L.S S -2603 *;'. ORMIOT JB SURVEYING LLC s " . at:EMM OW CITY, CERTIFICATE OF COUNTY TREASURER O S STATE OF WISCONSIN ) COUNTY OF ST CROIX ) SS I, the duly elected, qualified and acting treasurer, or deputy treasurer, of the county of St. Croix, do hereby certify that the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of ne IO affecting the lands of this Certified Survey Map. r ST�CRW COUNTY PROVED Treasurer / Deputy Treasurer JUL 262010 f� u 2 010. ad ►athir� 3Q day Approved this f � __.._ _ If not re Ys of 4 � approval date approval shall be null and void St. Croix County Zoning Shee} 2 of 2 . F w ..x l` i Y +�?k 49 - - -- LA V P U WMUO (aI) (ewnd+�j uoreenumo�yQ ��•� " +� C 4' h ,�� 0 pOOmu9TE PXRAT}j d `�.z�tio2g ecm'eC ;uno:) : I�4 o�Ii �,' s Rq Pa73mP 3oam"Ou� olq.I, JPAtZ[- 'd PuTEL[0 am B�ralmoosos pus;uaoiprasnt 8mo8alo) aq; pa ;noaxa oqm 9 oosiad aq; aq o; umouK am o; ......................... .... ............. :. ....._... ._.. --- ..._: y �1 - -- i w .... ------ ........ �. Z ..� _._ u 2C� S7l�j - 6'C'A1� 7I l�Tix2 _.. ....5TAV(j jKo ..........__...pawEU anoge aqa i a 61 ,. .� , -.__. - - - - Io .asp . ............. ... .. ... . �.._..a 'am aiopq amra 6psuoond � Y1 �I� 8 " i 6 ;uno ........ ._. .. . _ ....._ . i XTOSo ' 4 ', `idISAI00SIAA ,tIO �.LVJ.S ........ ........... ..... � . ft vas) .. . L Est' CERTIFIED SURVEY MAP THE NORTHEAST 1 \4 OF THE SOUTHEAST 1/4 APR,?, 2 010 SECTION 36, TOWNSHIP 30 NORTH, RANGE 15 WEST, `A"�¢zc'ti TOWN OF GLENWOOD, ST. CROIX COUNTY,WISCONSIN. /c UNPLATTED LANDS 5259.74' - - - - -- _ -- � N 89'43' 39 "E 1312.43' 3947,31_ NW Corner 355.73' ' East 1/4 Corner N89'43 39 "E of NE /SE 956.71' Section 36 -30 -15 West 1/4 Corner Aluminum Cap Section 36 -30 -15 Aluminum Cap LOT 2 N 0 � o Z 469,939 sq.ft. 0 IR / O/' , ° 10.79 acres o rn L o excl. r -o -w m Ct 1,261,402 sq.ft. m UNP 28.96 acres UNPLATTED LANDS excl. r -o -w - - - - - 0 N LANDS co 1,237,530 sq.ft. w v 28.41 acres incl. r -o -w soil N tests j c N . ° N 455,289 sq.ft. L.! / 7 f ° 10.45 acres PREPARED FOR: Incl. r —o —w b Chuckle DeSmith septic born 223 280th Street 7.00' vent well r Glenwood City WI Soo'42'15 "E o h(&a building_setbock line S89'17'45 "W 668.39' _ 31 _355 SW Corner �_�� —o u - Sgq�4S'W — J o 589'17a5 W 39.69' 0 42.68' SE Corner of NE SE 179.27 �77a_a9' _ _ - 953.77'- - - - - - - 355.72'- - - of NE /SE / S89'46'36' W- I S89'46'36 "W 1309.49' CTH "W" o centerline set rebor of 0 1 N r —o jog c0 I N Notes: Each parcel on this map is subject to State and County laws, m `r' rules and regulations (i.e. wetlands, minimum lot size, access to i parcel, etc.). Before purchasing or developing any parcel, contact b ib St. Croix County Zoning Office and Town Board for advice. Southeast Corner Section 36 -30 -15 CURVE RADIUS ARC CHORD CHORD CENTRAL TANGENT IN TANGENT OUT Aluminum Cap LENGTH LENGTH BEARING ANGLE BEARING BEARING C -1 363.00' 138.73' 131.89' S78 °20'50 "W 21 °53'50" S89 °17'45"W S67 ° 23'55 "W A possible violation of the St. Croix County Zoning Ordinance will be created if the existing structure, located 200' from the property line; OR 150' from the public road right -of -way, ever houses livestock or animal units. DRAFTED BY: n� Joel A. Brandt ' 4 JB SURVEYING LLC LEGEND e.........Found Government Corner (as noted) `s 00) N o .......... Set 3 \4" x 18" Iron Rebar weighing a JOE1.A •,, minimum of 1.50 lbs. per lineal foot c_a 11nv-1 K1_:1 rage i or 1 Alex Blackburn From: Alex Blackburn Sent: June 24, 2010 3:42 PM To: 'Cindy D (Trans)' Cc: jbsurvey @dishup.us; chuckie.desmith @ afpllc.com; Kevin Grabau; DONALD Subject: RE: Release of Liability Charles, Our Corporation Counsel reviewed the agreement that you sent by e-mail. He stated that this agreement would not work. For now we'll have to wait until FEMA approves the letter of map amendment. If you have any questions let me know. Alex Blackburn St. Croix County Zoning Specialist 715 From: Cindy D (Trans) [ mailto:CindyD @stcroixortho.com) Sent: June 17, 2010 10:11 AM To: Alex Blackburn Cc: jbsurvey @dishup.us; chuckie.desmith @afpllc.com; Kevin Grabau; DONALD Subject: Release of Liability Alex: Per my conversation with Joel Brandt this morning regarding a conversation he recently had with you, attached is the liability release letter which you are requesting be submitted to acquire CSM approval. I understand other individual's approvals are required as well, so please distribute this to the appropriate. Thank you for handling this matter in the most professional manner. Charles DeSmith I i 6/24/2010 (OW �Iw 141111111411111 8 0Tx :4002425 6 919570 BETH PABST REGISTER OF DEEDS CERTIFIED SURVEY MAP RECEIVED FOR RECO PART OF THE NORTHEAST 1 \4 OF THE SOUTHEAST 1/4, 07/26/2010 11 :14 AM SECTION 36, TOWNSHIP 30 NORTH, RANGE 15 WEST, EXEMPT *: NA REC FEE: 30.00 TOWN OF GLENWOOD. ST. CROIX COUNTY,WISCONSIN. PAGES: 2 U_NP_LA N89 "E 364.54' LANDS z LOT 1 108,961 sq.ft. 95,818 sq.ft. ° o C � 2.50 acres 2.20 acres ° East 1/4 Corner incl. r –o –w excl. r –o –w barn o Sect 36 - - M Aluminum Cap U_N P septic Well 1 9 or n (-n n LANDS "' vent V " n N = ". f N --T — t b r ui ` lding setback line _ (.0 I o CD ko Lo — �— — — — — _. ._ — — — — y[' I 7 � I N_ X � iv O 589'17'45 "W 312.65' N Q I w L 2 – _— -- -- -- M -- -- — 38.96' r w 28.15' °- 35 . "12_ — cen terline _�'= -- N w S89 '53'41 "W w 364.54' S89' 3'41 "W V c -- — Ln - -- -- — — — C o w U_N CO _ LANDS o I C- PREPARED FOR - – - M Chuckie DeSmth Line Data 2795 Cty Rd G Glenwood Ciy, WI L1 500'42'15 "E 7.0o SE Corner �L 2 I S89 5 Sect 6 -3 -15 Aiumir um Cap Note Each parcel on this map is subject to State and County laws, rules and regulations (i.e wetlands, minimum lot size, access to parcel, etc ) Before purchasing or developing any parcel, contact St. Croix County Zoning Office and T cwn Board for advice A possible violation of the St Croix County Zoning Ordinance will be created if the existing structure, located 200' from the property line, OR 1S0' from the public road right- ever houses livestock or animal units DRAFTED BY: Jo:-i A Brandt B SURVEYING LL( LEGEND 4ib Found Government Corner (as noted) o _. Set 3 \4" x 18" iron Rebar weighing a GOq/.4 minimum of 150 lbs per i neal foot �► :•ALA• �'f► o_ Set "PK" Nait *: MIANOT 34MM � �a�wooD • , \ O North is referenced to the East tine of the Soutneast SCALE 1" 100' Quarter of Sect;on 36 -30 -15 Q whicn bears S00 °0Q 10 "E St Croix County Grid System) 10G' 2r :, Sheet 1 cf 1 of S Vol. 24 Pa 5719 % ( ° ® W # [ s 0 ($ \ '��@ m t)� . §8D )/ « , � ƒ 0 �dr 2 $ C U,) . 4 0 ) % a) E 0 u) ]i @ƒ 2R2�e � \ % } 3 �_ \ . / »] / \ @� § EU) = o Q) U) < CLo oo_ » C) \ j E J z / W § k j \ ca S ) § § 0 j C / ON n 0 < < : 0 LO « o L y C § k « � k��E�7 m� � '0 o o a % k� k: 2 P P P .. § § § FL - IL a a a f IL \ / / / o ;�� t z 'O q z a c § % \ ) ff \ \ 2 < \ \ _ $ ) / \ < 0 _ § ) § 6 ° e ' 7 ® 2 2 0 \ / j k 3 2 = a § -� \ k\ R\ 0 z// z ■ � (D � 2 E � 4) c } \ 0. S no (awl �Mw CERTIFIED SURVEY MAP PART OF THE NORTHEAST 1 \4 OF THE SOUTHEAST 1/4, SECTION 36, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD. ST CROIX COUNTY,WISCONSIN. DESCRIPTION A parcel of land located in part of the Northeast quarter of the Southeast quarter, of Section 36, Township 30 North, Range 15 West, Town of Glenwood, St. Croix County, Wisconsin, more particularly described as follows. Commencing at the East quarter corner of ;aid Section 36, thence 500 °09'10 "E, along the east line of said Southeast quarter, a distance of 1321 23 feet, to the Southeast corner of the Northeast quarter of said Southeast quarter. and south tine thereof thence S89 ° 53'41 "W, along said south line, a distance of 355 72 feet. to the point of beginning of the parcel herein described; thence continuing S89 °53'41 "W, a distance of 364.54 feet, thence N00 °09'10 "W, a distance of 298.90 feet, thence N89 °53'41 "E, a distance of 364 54 feet thence S00 °09'10 "E, a distance of 298 90 feet, to the point of beginning. The described parcel contains 108,961 square feet (2 50 acres), and is subject to easemenrs of record. SURVEYOR'S CERTIFICATE I, Joel A Brandt, Registered Land Surveyor, hereby certify That I have surveyed, divided, and mapped the above described parcel of land in full compliance with the provisions of Chapter 236.34 of the Wisconsin State Statutes, along with the provisions of St Cr oix County in surveying, dividing and mapping the same That such map is a correct representation of the exterior boundaries of the land surveyed and the subdivision thereof made Said survey was done under the direction of Chuckie DeSmith. Dated this ) 2 _day of IJ.Y`C_ 2010 ' A Joel A randt, R LS S -2603 * : MOWOT 1r JB SURVEYING LLC s,7l0� •,Quwoo0D cffx -. wl CERTIFICATE OF COUNTY T REASURER STATE OF WISCONSIN ) COUNTY OF ST CROIX ) SS I, the duly elected, qualified and acting treasurer, or deputy treasurer, of the county of St. Croix, do hereby certify that the records in my office show no unredeemed tax sates and no unpaid taxes or special assessments as of ��e- ICI. 00110 affecting the lands of this Certified Survey Map ao C l r —` AI�IsI�CS1 �S ' ST. cROtx uNTY Treasurer / Deputy Treasurer M Aze k m J ' � 'j / � .l U L 2 6 2010 Approved this ✓ u��J 0 t 2010. - �--- ------- - - - - -• If not rscordap �..thln 30 days of da � � approval rtuH and al shall be Li L - n St Croix County Zoning hPe' : o 2 2 of2 Vol. 24 Page 5719 * 8 8 0 8 6 9 STATE BAR OF WISCONSIN FORM 3 - 2000 1 Document Number QUIT CLAIM DEED KATHLEEN H. WALSH This Deed, made between Donald R. James and Juanita J. James, REGISTER OF DEEDS husband and wife Grantor, and JQAnn R. James, Richard D. James, Cynthia ST . CROIX CO ., WI J. DeSmith and Kevin L. James as joint tenants, Grantee. RECEIVED FOR RECORD Grantor quit claims to Grantee the following described real estate in St. 09/03/2008 11:45AM Croix County, State of Wisconsin if more ace is needed, lease attach QUIT CLAIM DEED ( p P EXEMPT ]I 8 addendum): RFC FEE: 11.00 A parcel of land located in the Southeast Quarter of the Southeast Quarter, PAGES: 1 Section 36, Township 30 North, Range 15 West, except Parcel 553B as recorded in Volume 804, Page 180 by the St. Croix County Register of Deeds, Town of Glenwood, St. Croix County, Wisconsin. (PIN 016 - 1081 -40 -000) AND Recording Area A parcel of land located in the Northeast Quarter of the Northeast Name and Return Address Quarter, Section 1, Township 29 North, Range 15 West, less .19A to town Maureen A. Wegleitner and exception to NSP, Town of Springfield, St. Croix County, Wisconsin. Bakke Norman, S.C. (PIN 034 - 1000 -10 -000) 1200 Heritage Drive New Richmond, WI 54017 016- 1081 - 40-000 & 034 - 1000 -10 -000 Together with all appurtenant rights title and interests. Parcel Identification Number (PIN) This is not homestead property. Dated this d0 ' day of August 2008 (is) (is not) * Donald R. James * anita J. James AUTHENTICATION ACKNOWLEDGMENT Signature(s) Donald R. James and Juanita J. James STATE OF ) ) ss. County ) authenticated this �h day of August , 2008 Personally came before me this day of Maureen A. Wegleitner the above named TITLE: MEMBER STATE BAR F WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by §706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Maureen A. Wegleitner, Bakke Norman 1200 Heritage Drive, New Richmond, WI 54017 Notary Public, State of My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) " Names of persons signing in any capacity must be typed or printed below their signature. INFO -PRO ( 800 )655 -2021 www.infoproforms.can STATE BAR OF WISCONSIN QUIT CLAIM DEED FORM No. 3.2000 1 of 1 l N SOIL EVALUATION REPORT _ `__ = Pa 1 of 3 74 Department of Commerce in accorda is. Adm. Code a9 Division of Safety and Buildings ECEIVED u - -,— "�rlhland Plumbing, Inc. Attach complete site plan on paper not less than 8% x 11 in s in size. Plan must ounty St. Croix Include, ! n I reference int BM ectio and n t and horizontal o a limited to: vertical e P ( ) percent but no limit slope, scale or dimensions, north arrow, and locatio and die ra ad. arcel I.D. Ifs p QCO Please print all information. P ST. CROIX COUN ev' Date Personal information you provide may be used for secondary pu 1Z0W'� )6E -7 Property Owner Property Location Chuckie DeSmith Govt. Lot NE1 /4, NE1 /4 S30, T30N, R15W Property Owner's Mailing Address Lot # Block # Subd. Name r CS � p 2795 County Rd G — City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Glenwood City WI 1 54013 1 715 - 781 - 0319 Glenwood I 280Th St ® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement Public or commercial - Describe Parent mate Glacial��Z �R g Flood plain elevation, if applicable ft. �p General comments 1 n&nd and recommendations: Zj,c4,r l� a �- dLGVL acc— lrv� 7�rrvt�eas �c� /Vila. Sa: F-11 Boring # ❑ Boring ® Pit Ground surface elev. 97.24 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10YR3 /4 Sil 3sbk mvfr a 2f .6 .8 2 8 -13 10YR4 /3 sil 2sbk mvfr cs if .6 .8 3 13 -18 10YR5 /4 sid 2sbk mvfr gs if .4 .6 4 18-28 10YR5 /4 5YR5/8 f2d spots Sid 2sbk mfi gs .4 .6 5 28-45 10YR6 /6 fs 059 ml a .5 1.0 6 45 -57 7.5YR6/6 5YR f2d spots sc Om mvfl a 0.0 0.0 a Boring # 0 Boring ® Pit Ground surface elev. 97.92 ft. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R= in. Munsell Qu• Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10YR3 /4 sil 3sbk mvfr cs 2f .6 .8 2 7 -14 10YR4 /3 sl 2sbk mvfr a if .6 1.0 3 14 -22 10YR5/4 fs OS9 ml gs if .5 1.0 4 22 -37 10YR6 /6 s Osg ml gs .7 1.6 5 37 -73 7.5YR6/6 sc Om mvfi gs 0.0 0.0 * Effluent #1 = BOD? 30 < 220 mg/L anp TSS >30 < 150 mg/L * Effluent #2 = BOD <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signatu CST Number Michael J. Myers 267985 Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number 2943130th Ave Glenwood City, WI 54013 6/28/10 715- 265-4115 SBD -8330 QL07/00) Property Owner Chuckle DeSmi Parcel ID # Page _ 2 � 3 F 3- 1 E] Boring Boring # ® Pit Ground surface elev. 102.13 ft. Depth to limiting factor 30 in. SoN Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Effa1 *Ef*2 1 0-7 10YR3 /4 sil 35bk mvfr rs 2f .6 .8 2 7 -15 10YR4/3 sl 2sbk mvfr a if .6 1.0 3 15 -30 10YR6/6 ft Osg ml rs if 5 1.0 4 30-71 7.5YR6/6 sc Om MA a 0.0 0.0 * Effluent #1 = BOD? 30 <_ 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS -S_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 TfY 608 -264 -8777. Ti G� I 1 i f 0 1 L � I a9 �s "14 08 z Parcel #: 016 - 1064 -20 -000 07/07/2010 10:53 AM PAGE 1 OF 1 Alt. Parcel #: 30.30.15.442B 016 - TOWN OF GLENWOOD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner CHARLES P &CYNTHIA DESMITH 0 - DESMITH, CHARLES P & CYNTHIA 2795 CTY RD G GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 2795 CTl! RD-G SC 2198 GLENWOOD CITY r �, SP 8020 UPPER WILLOW REHAB DIST S�- SP 1700 WITC Legal Description: Acres: 30.000 Plat: N/A -NOT AVAILABLE SEC 30 T30N R1 5W PT NE NE EXC AS DESC IN Block/Condo Bldg: 1007 -302 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 30- 30N -15W NE NE Notes: Parcel History: Date Doc # Vol /Page Type 05/13/2002 678698 1888/470 LC 05/06/1993 498634 1007/302 WD 2010 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations Last Changed: 06/04/2010 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 28.000 4,700 0 4,700 NO 00 AGRICULTURAL FOREST G5M 2.000 3,000 0 3,000 NO 00 Totals for 2010: General Property 30.000 7,700 0 7,700 Woodland 0.000 0 0 Totals for 2009: General Property 40.000 44,800 157,000 201,800 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: 11/16/2004 Batch #: 580 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 i Parcel #: 016 - 1064 -10 -000 07/07/2010 10:52 AM PAGE 1 OF 1 Alt. Parcel #: 30.30.15.442A 016 - TOWN OF GLENWOOD Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner 0 - DESMITH, CHARLES P & CYNTHIA CHARLES P & CYNTHIA DESMITH 2795 CTY RD G GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description " 2795 CTY RD G SC 2198 GLENWOOD ITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC cuJ) Wvt 30 Legal Description: Acres: 10.000 Plat: N/A -NOT AVAILABLE SEC 30 T30N R1 5W NE NE COM 411 FT W & Block/Condo Bldg: 408 FT S OF NE COR NE 1/4, TH E 134 FT, S 148 FT, W 134 FT, TH N 148 FT TO POB Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) ALSO A PARCEL DESC AS BEG NE COR SEC 30; 30- 30N -15W NE NE TH S 0 DEG W ALG E LN NE1 /4 697FT; TH S 89 DEG W 625FT; TH N 0 DEG E 697FT; TO A more... Notes: Parcel History: Date Doc # Vol /Page Type 05/13/2002 678698 1888/470 LC 05/06/1993 498634 1007/302 WD 09/16/1988 441464 822/621 WD 12/13/1978 353907 586/448 JDGMNT more... 2010 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/04/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 25,000 157,000 182,000 NO 00 AGRICULTURAL FOREST G5M 8.000 12,000 0 12,000 NO 00 Totals for 2010: General Property 10.000 37,000 157,000 194,000 Woodland 0.000 0 0 Totals for 2009: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ' Vlnsn SOIL EVALUATION REPORT ,; #74 Department of Commerce in accords rs. Adm. Code ---�-" Page 1 of 3 Division of Safety and Buildings ECEIVED `� Plumbing, Inc. Attach complete site plan on paper not less than 8 %x 11 inc s in size. Plan must ounty St. Croix Include, but not limited to: vertical and horizontal reference p int (BM) „d ct -- orn and percent slope, scale or dimensions, north arrow, and locatio and di C7 @aLV 1 ad. arcel I.D. Please print all Information. P ST. CROIX COUN revie#id 8 Date Personal information you provide may be used for secondary pu CORM ,,E Property Owner Property Location Chuckie DeSmith Govt. Lot NE1 /4, NE1 /4, S30, T30N, R15W Property Owner's Mailing Address Lot # Block # I Subd. Name or CSM# .2795 County Rd G City State Zip Code Phone Number ❑ City ❑ Millage ® Town Nearest Road Glenwood City WI 1 54013 1 715 -781 -0319 1 Glenwood I 280Th St ® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate _ 450 GPD Replacement ❑ Public or commercial - Describe Parent material Glacial till Flood plain elevation, if applicable ft. General comments, and recommendations: L —t F-11 Boring # E] Boring ® Pit Ground surface elev. 97.24 ft. Depth to limiting factor 18 in. Sal 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 -8 10YR3 /4 SO 3sbk mvfr cis 2f .6 .8 2 8 -13 10YR4 /3 Sil 2sbk mvfr cis if .6 .8 3 13 -18 10YR5/4 sid 2sbk mvfr gs if .4 .6 4 18 -28 10YR5 /4 5YR5/8 f2d spots Sid 2sbk mfi gs .4 .6 5 28-45 10YR6/6 fs OSg ml cis .5 1.0 6 45 -57 7.5YR6/6 j 5YR f2d spots sc Om mvfi cis 0.0 0.0 E Boring # Boring __l ® Pit Ground surface elev. 97.92 ft. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eft #2 1 0-7 10YR3 /4 A 3sbk mvfr cis 2f .6 .8 2 7 -14 10YR4 /3 sl 2sbk mvfr a if .6 1.0 3 14 -22 10YR5/4 fs Osg ml gs if .5 1.0 4 22 -37 10YR6 /6 s 0 99 ml gs .7 1.6 5 37 -73 7.5YR6/6 Sc Om mvfi gs 0.0 0.0 • Effluent #1 = BOD 30 < 220 mg /L arPTSS >30 < 150 mg/L • Effluent #2 = BOD <_30 mg/L and TSS S30 mg/L CST Name (Please Print) Signatu CST Number Michael J. Myers 267985 Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number 2943 130th Ave Glenwood City, WI 54013 6/28/10 715- 265 -4115 SBD -8330 (8.07/00) SOIL EVALUATION REPORT $ . , � #74 Department of Commerce in accorda ce is. Adm. Code ""` Page 1 of 3 Division of Safety and Buildings 11 ECEI V orthland Plumbing, Inc. Attach complete site plan on paper not less than 8% x inc sin size. Plan must ounty St. Croix include, but not limited to: vertical and horizontal reference p nt (BM)„di�e � rrlan �� percent slope, scale or dimensions, north arrow, and locatio and d a ad. arcel I.D. Please print all information. ST. CROIX COON eviewed By Date Personal information you provide may be used for secondary pu '10"Id &)6E Property Owner Property Location Chuckie DeSmith Govt. Lot NE1 /4, NE1 /4, S30, T30N, R15W Property Owners Mailing Address Lot # Biod(# Subd. Name )r CSM# 2795 County Rd G City State Zip Code Phone Number City ❑ Village ® Town Nearest Road Glenwood City WI 1 54013 1 715 -781 -0319 Glenwood 280Th St ® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate _ 450 GPD ❑ Replacement ❑ Public or commercial - Describe Parent material Glacial till Flood plain elevation, if applicable ft. General comments and recommendations: goring # ❑ Boring ® Pit Ground surface elev. 97.24 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1`1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *042 1 0-8 10YR3 /4 SO 3sbk mvfr Cs 2f .6 .8 2 8 -13 10YR4 /3 sil 2sbk mvfr Cs if .6 .8 3 13 -18 10YR5 /4 sid 2sbk mvfr gs if .4 .6 4 18 -28 10YR5 /4 5YR5/8 f2d spots Sid 2sbk mfi gs .4 .6 5 28-45 10YR6 /6 Is OSg ml Cs .5 1.0 6 45 -57 7.5YR6/6 SYR f2d spots sc Om MA Cs 0.0 0.0 2 Boring # ❑ Boring ® Pit Ground surface elev. 97.92 ft. Depth to limiting factor 37 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. *EffX1 *01#2 1 0-7 10YR3/4 Sil 3sbk mvfr Cs 2f .6 .8 2 7 -14 10YR4 /3 sl 2sbk mvfr Cs if .6 1.0 3 14 -22 10YR5 /4 fs Osg ml gs if .5 1.0 4 22 -37 10YR6 /6 s Osg ml gs .7 1.6 5 37 -73 7.5YR6/6 sc Om MA gs 0.0 0.0 * Effluent #1 = BOD 30 < 220 mg /L arP TSS >30 < 150 mg /L * Effluent #2 = BOD S30 mg/L and TSS S30 mg /L CST Name (Please Print) Signatu CST Number Michael J. Myers 267985 Address Northland Plumbing, Inc. 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CROIX COUNTY,WISCONSIN. PAGES: 2 U_NP_LA N89 "E 364.54' LANDS Z 0 C� 108,961 sq.ft. 95,818 sq.ft. o 2.50 acres .20 acres ° East 1/4 Corner o N Incl. r -o —w excl, r -o -w barn o Sect. 36 -30 -15 o N r1 Aluminum Cap UN — — septic_ - ol g ot � _ LANDS - vent cO =us 2q2 �Z � =V) LID building setback line o o cD — p N Ln o L1 S89'1 7'45"W — — 312.65' A 38.96' r� L4 28.15' °. 355.72 ' a ' cen terline _ _ _ w S89'53'41 "W w 364.54' 589'53'41 "W `^ — — — cn CTH "W" old UNPLATTED LANDS C I W CChuckie ARED FOR: - — - M OeSmith Line Data ty Rd G ood Ciy WI L1 S00'42't5 "E 7.00 SE Cornu L2 689 ° wi 51 Sect 36 -30 -15 ° A;Itj ; ;'ir,um Cap Note: Each parcel on this map is subject to State and County laws, rules and regulations (i.e wetlands, minimum lot size, access to parcel, etc ). Before purchasing or developing any parcel, contact St. Croix County Zoning Office and T cwn Board for advice A possible violation of the St Croix County Zoning Ordinance will be created if the existing structure, located 200' from the property line, OR 150' from the public road right - of -way, ever houses livestock or animal units DRAFTED BY: ;o_ A Brandt A. ,6 SURVE'>'iNG LLC LEGEND t Found Government Corner (as noted) o ..... Set 3 \4" x 18" iron Rebar weighing a �SOO& IV minimum of 1 50 lbs per lineal foot �:• �••.,7► a__ . Set "PK" Nail * r MUINOT s-f004 North is referenced to the East line of the Southeast SCALE 1" = 100' Quarter of Section 36 -30 -15 which bears S00'09 10 "E Sheet 1 of 1 of t Croix County Grid Systemi Vol. 24 Page 5719