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HomeMy WebLinkAbout030-2029-50-010 c f'�3I d �o =�3 �. con n rr o � ! O c 7 y Z O W N Q W N W `C t 0 w <, C . 0 O L �1 W Q I ` '• O O 7 N O CD _fi ! O O N Ln J W A Q O y G) O N= O O N G N N N Q j f0 Q 0 0 0 N O O N OV C , 0 w m 3 (D C O O D O p C w (n v D a m m w a cn w Cp A J w 3 Q p o ° O O L O 0 co A rj HII N M C lV CD O O N o o o C ! "IVA• _U) O c to N D N < v v o < I o m H w y ! cn CL CL I m i v r N A p Z Z O O ~ D o O _ CD 'i 0 7 O O N /uy��• tn SOD S N _ o n Q CD N tl] r -1 (R II O Q I i A 2 0 ii N N G Z C 3 A O X (A N y Z (p A O o P D 0 CL g3 o CD CD N o n c CD Err ttn O N (D yC O O Qo W N h A 0 A N fA 0 O ti Parcel #: 030 - 2029 -50 -010 01/06/2011 04:44 PM PAGE 1 OF 1 Alt. Parcel #: 22.30.20.444A -1 030 - TOWN OF SAINT JOSEPH Current D 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 O - BERRY, STANLEY J & JEAN M STANLEY J & JEAN M BERRY 1023 N 1 ST ST STILLWATER MN 55082 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 3.000 Plat: 4072 -CSM 15 -4072 030 -2001 SEC 22 T30N R20W N1/2 SE1 /4 BEING LOT 1 Block/Condo Bldg: LOT 1 CSM 15/4072 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 22- 30N -20W SE Notes: Parcel History: Date Doc # Vol /Page Type 05/01/2001 644283 1630/74 WD 05/25/2000 623604 1513/378 QC 07/23/1997 803/539 2010 SUMMARY Bill #: Fair Market Value: Assessed with: 66803 310,300 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 3.000 136,900 180,300 317,200 NO Totals for 2010: General Property 3.000 136,900 180,300 317,200 Woodland 0.000 0 0 Totals for 2009: General Property 3.000 136,900 180,300 317,200 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 P .wisgms Department of commerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division INSPECTION REPORT SA - c ' r : x GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: ❑ City ❑ Village (R -town of: State Plan ID No.: CS M Elev.:- Insp. BM Elev.: BM Description: Parcel Tax No.: L f oo ; 6� TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Benchmark t} 10� 1.3 I �� Dosing — — (-1. \ � - % V\.-\ 3 � t / Aeration - Bldg. Sewer �'� Q�• Holding St/ Ht Inlet `. Rg. TANK SETBACK INFORMATION St/ Ht Outlet Vent to TANK TO P / L WELL BLDG. Air Intake ROAD Dt Inlet Septi 19 -1" /bp 1 0. S / NA Dt Bottom Dosing — — NA Header /Man. Aeration `- NA Dist. Pipe Holding - Bot. System q.3 �� &t PUMP/ SIPHON INFORMATION Final Grade q148 Manufacturer "Demand +.co,r -•-�, 3.� t to (• K Model Number GPM TDH Lift Friction m TDH Ft L oss ea Fort ' Dia. Dist. To welt SOIL ABSORPTION SYSTEM BED/TRENCH Width i Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �`f fig'? S DIMENSION LEACHING nu a urer: SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM T (k r- INFORMATION Type O nn CHAMBER Moe Num er: Syste / �^ OR UNIT DISTRIBUTION SYSTEM Header/Mali old r Distribution Pi e(s) « x Hole Size x Hole Spacing Vent To Air Intake Dia. Spacin Length --L Dia. f Length 9 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded x x Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Ic(4S 54v� I..S(ycv�v�n0\- G G t fc, LZ ")NkX. P>vh - ��G �Cfl>an+ �' ��d� _ + 24 re uired? Yes b Plan revision q ❑ 4 - 7 Use other side for additional information. SBD -6710 (8.3/97) Date Ins ctor's Signature eCert No. _ it � �. ©� �c � � a, � 4 � ,,,/�\ � U �, �x � `� S�� � o �� � � / �' v�iscgnsin Qepartment of Commerce PRIVATE SEWAGE SYSTEM Count Safety acid Buildings Division bt. Croix INSPECTION REPORT t GENERAL INFORMATION (ATTACH TO PERMIT) Sanita 2 0.. Personal information you provice may be used for secondary purposes [Privacy Law s.15.04 (1)(m)). Permit Holder's Name: ❑ City ❑ Village []'Town of: State Plan ID No.: Lentz, Henry St. Joseph Township CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �rcts `� c. �', "FIMVrk Dosing Aeration Bldg. Sewer j c Holding St /Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Air i to ntake ROAD Dt Inlet Air I Septic NA Dt Bottom Dosing NA Header / Man. & 'y' Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION $111��fi1�e Manufacturer Demand Model Number GPM TDH I Lift Friction System TDH Ft Loss Forcemain Length Did. 1( Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length - No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth D IMENSIONS DIMENSION SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING manufacturer: SETBACK CHAMBER INFORMATION Type mod Number: System: OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil Ins ection #1' In S e # / __qMgh T j4 & t'f l# . �E 1/4 22 T30N R20W) - -Lot 1 1.) Alt BM Description = -' ;-r/ r 1�•�� � 2.) Bldg sewer length= 10 _5 `) - amount of cover = aL Plan revision required? []Yes ❑ No Use other side for additional information. SBD -6710 (R.X97) Date Inspector's Signature Cert No. L 7 �s 7:7 Sanitary Permit Application Safety & Buildings Division In accord with Comm 6321, Wis. Adnr. Code 201 W, Washington Ave, " + See reverse side for instructions for completing this application PO Box 7302 Dapartmaru Ct?mmerr:m Persotral information you pm�7de may be used for secondary purposes Madison, WI 53707 -7302 (Privacy Law, s, 15.04(1)(m)] (Submit complomd form to county if not Attach coca lore tans (to the ooam co v onl for the sum, On er not loss than 8 -112 x 1 I inches in size. state owned. GPI Staut Number ❑ Check if revtafon to previous npphe�ttion State P an I. D. Numb � O LA licatdon Information - Please V11rit all Information Location: Property O r Name Property r"eadoa �A k�17i T n.. �(Ir 1lJ1K tiF� ilu /4 T� ( -' YQ Property Ownq s ling Address 2 t /�- 1 Dt Number Block Number y /6 7 - 1 L'-';o-i Cic State lap Code hone u►StDO Subdivision Name or CSM Number YY Type of Building: (check one) nn 9 ❑city 1 or 'ub]i2 Family Dwelling - No. of Bedrooms ..7 ' ? L1 i ' _ ❑ Village p rJComznarcial(describeuse)L I�` CQ' l�'Townof O State - Owned t Ott Nearest Road 'JOW 2 Parcolrnzxum 61H. Type of permit: Check only one box oa line A:- Check box on line B if app licable) A) 1. cw 2. O Roplaremant 3. Re»lacement of 4. 5, 6. ❑ A.dditien to System 5 stem Tank Only Existi S B) d A 5anita Permit urns previo iPSttc rc=r Nom r Date Issued ystern IV, Type of POWT System: (Check all that apply) 4-- —l6a P(Non- prassurizcd rn- ground © Mound 0 Sand Filter O Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Lure D At' grade CI Aerobic Treatment Vhit 1:1 lteeirculatin • O Other: V. nls e Area Information: 1, Design low (gpd) 2- 17nspetsnl Asia 3. Dispersal A,ca 4, Soil Appbradon Pemolotion Rua 6, Syaterh Blavaiion 7. Fiml Grade %Nuircd Proposed Ram (Gals! ' in.Snoh) o 3 �� 6 1?lcvaaon `t1 . C) . VII. Tank Capacity in Total # of Man ac Prefab Sitc Steel f=iber- Plastic all Information Gallons Gallons Tanks co". Con - glass New Existing crere Aructed Tani:$ Tanks VIM Respo ,asibility Stproment I the undcrsi assume usibili fo ins ati o t POWTS shown on the attached tarns. Plum Name (pent) , Plum s MPll o. �B no xumber Plucnbcfs Addresa (Street, City, Stato, Zip C O' IX. CountylDepar -tmect Use Only © O roved Sanitary Permit Fee (Includes Croundwator Datc lssvod �cnt S (No ) O Approved G O Given Initial Adverse Suss Bo Fee) dfl r nerarmination Z so 7to X. Conditions of proval /Reasons for Dlsap roval: p� 5 - 15 ►a�^ �`��\pptr S tSSOC�! �e fern . soi �oca: & lS� -t. - �D �sr,b 6� D. D b� c — — cc s r C'"� .6 - O - T - W11Qt . SBD -6398 RD 00 t ftw - - a� � - �o S e�c ?� 6-Y-C ' "r.` rev i e+� S I &'t ' t , N � N i r lo i r g. c = ` I r AZI Gd Q W , ' h ic Je f 1- £d wd90:90 low 9t - -SEW 86£0 ££Z SSL ON Add BNIIS31 BIOS GBI -ID 7n Rb hATTQTRi1RI'7\TTf-TT 70PTPe TPT / T VVJ PA AT Tnn7 /0n /Irn - Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 mu TDD #: (608) 264 -8777 www NIfisconsin www.commerc .wis c ons .wisonsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary April 09, 2001 CUST ID No.139462 ATTIC• POWTS Inspector ZONING OFFICE TODD L SINZ ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 -5520 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/09/2003 Identification Numbers Transaction ID No. 630544 Site ID No. 626776 SITE: Please refer to both identification numbers, SITE ID: 626776, CUSTOM RIGGING above, in all correspondence with the agency. ST CROIX COUNTY, TOWN OF SAINT JOSEPH; SEVENTH ST, SAINT JOSEPH 54082 FOR: NEW NON PRESSURIZED IN- GROUND SYSTEM, 330 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 785338 P.O.W.t. conditiong 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 r7i ' chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. DE c , MEN7 of C01 QIV F SAF The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: c E GORRES' • This system is to be constructed and located in accordance with the enclosed approved plans an d wi the "Nod - Pressurized In- Ground System Manual, SBD- 10705 -P (N.01 /O1) ". • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in the "Non Pressurized In- Ground System Manual" are complied with. A copy of this information must be given to the owner upon completion of the project. • 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. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section COMM 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. • Surface water drainage shall be diverted away from the system area. • Maintain well and waterline set backs per COMM 83.43(8)(i). TODD L SINZ Page 2 4/9/01 • The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • The gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval, and COMM 83 system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • Each trench shall be long enough and wide enough to accommodate 11 High Capacity Sidewinder Infiltrators. • Insulate building sewer per COMM 82.30(11)(c). • The management plan / users manual must information regarding the quality and quantity of wastewater discharged to the system. Amend your plan and provide this information to the owner. This system is designed for wastewater strength with monthly averages of less than or equal to 30 mg/L of fats, oils and grease, 220 mg/L of biochemical oxygen demand and 150 mg/L total suspended solids. • The management plan / users manual must contain information concerning the maintenance of the soil absorption cell (i.e. what activities may or may not take place on and around the non pressurized in- ground system system, including traffic, plantings, etc). Amend your plan and provide this information to the owner. The maintenance plan must be expanded to include a maintenance schedule for the pump chamber (i.e. servicing [pumping] and inspection, etc.) and maintenance of the soil absorption cell (i.e. what activities may or 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. Sincerely, DATE RECEIVED 03/21/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 PATRICIA L SHANDORF BALANCE DUE $ 0.00 POWTS PLAN REVIEWER, EGRATED SERVICES (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PHHANDORF@COMMERCE.STATE.WI.US WiSMART code: 7633 cc: CUSTOM RIGGING Custom Rigging - Gravity In- ground Cell System Transaction # Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manual: In- ground, SBD- 10705 -P (01 /01) Location: Lot 1, CSM NE 1/4, SE 1/4, Sec. 22, T 30 N, R 20 W Town: St. Joseph County: St. Croix Date: March 19, 2001 Owner: Stan B fly Address: 6051 tewart Avenue, St. 1, MN 55110 "� E RC Plumber: T dd Sinz iNGS t Signature: PENCE License # P 9462 C� 5q / Attachments: 6748 -Plan Approval Application / SBD -8330 page 1: cover 2: design criteria & sizing calculations 3: plot plan 4: plan view; cross section 5: system management page 1 of 5 " QER`fIFIED SOIL TESTING FAX N0. 715 233 0398 Mar. 16 2001 05:05PM P2 Design Criteria Wastewater Contaminant Load: 30 mg /L t BOD < 220 mg /L Anticipated septic tank effluent 30 ing/'L = I'SS < 150mg /I. FecaI Coliform > 10,000 cfu/100 mL I`kA Treated Wastewater Contaminant load: 30 m.g/L < BOD Septic tank + "highly treated" effluent 30 mg/L < TSS Fecal Coliforrn < 10,0ftcfu/I00 rnL Estimated daily load = ° gallons/day hydraulic load Design Calculations In situ designed loading rate 1.00 't q- gallons /sq. ft. per day Depth to estimated high ground water in. Depth to bedrock in. Cross slope at system of System F_.Ievation Final Grade Elevation Septic tank Q '- t �' `' gallons Effluent filter C - Estimated Daily Load Catch basin goes to holding tank by separate plan 1 Catch Basin = 1 x65 gpd 65 gallons/day I Floor drain = 1 x 25 gpd = 25 " 10 FTE = 10 x 13 gpd = 130 Estimated Daily Load = 220 gpd x 1.5 = 330 gallons /day Septic. Tank Sizing Minimum tank volume= 330 + 1 1,61 x(330/75) x 3 + 46.77 x (330/75) = 689g4mons Use 800 gallon Huffcutt septic tank Adsorption Cell Sizing Stipulation 1099 chamber sizing for soil loading of 0.5 gpd/sq ft 330/0.9 = 366.67 sq ft minimum 366.67 sq ft/17.17 sq ft/chamber = 21.35 chambers Use 22 chambers = -2 -2.7' x 68,75' long cells Specs.cales_ gravity Pa ge Z of i r r 4 = JA ps� �. .10 - j �♦ 1 � , J "Ilk vi 1 J ✓' r � -r-^ � � A Z � A g v v �f1 ,c �Op n O - g oo t ro n Op #I' + f' �O a �ir.l I Cd Wd90:S0 TOM 9T -AEW SGCO CC?- SUL ON >Cbd ONIARI IIOS O3i - 1]! Zoe DmiawaldMislL Z65Z2CZ2TLT YVA MOT TOOZ /60/%0 17 ROM CERTIFIED SOIL TESTING (�_ FAX NO. 715 233 0398 Mar. 16 2001 05:07PM P4 �X v hi J 4t 0- r I t W G.i c ri O^'�• Y] 0 _.A,, .�,D.... J • T `�. i . r •"� �rb a v` .2 .r 1l, S 7.2Z' . � r�•t . y O p 2• }' Alt tr System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the homeowner, and the homeowner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, T.L. Sinz Plumbing, 715- 235 -2644, or the Dunn County Zoning Office should be contacted at 715- 232 -1401 for their assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. I . If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal residential use begins to ensure adherence to contaminant load design criteria. 2 Install water - saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. Periodic observation pipe inspections should be made by the homeowner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended, and a licensed plumber should be notified if effluent is consistently porded in the adsorption cell. 4. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for residential systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. page 5 of 5 1030 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt 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 dimemsions, north arrow, istance to nearest road. Parcel I.D. 030 - 2029 -40 -000 Please print ��►�pp ti UL 1 J Reviewed By Date Personal information you provide may be dsetlfor secondary (1) (Privaby Law a >d5.04 (t) (m)). r , Property Owner `7 ` Pro party Location J:.,. Custom Rigging Govt. Lot NE 1/4 SE 19 S 22 T 30 N R 20 W Property Owner's Mailing Address ° ` " Lot # Block # Subd. Name or CSM# 5051 Stewart Ave. 1 CSM City Statb dip Code PhoneytU r r1:: City Village J Town Nearest Road Saint Paul I MN I 1•5511p I i- -9752 St.Joseph 7th St. V1 New Construction Use: Y_( Resident it / Number of bedrooms Code derived design flow rate 250 GPD I Replacement J Public or commiercial - Describe: floor drain, 10 employees Parent material Outwash Plain Flood plain elevation, if applicable na General comments and recommendations: The soil on this site is suitable for a conventional septic system with a 0.5 gpd /sgft rating. Possible system elevation ranges from 96.58 to 94.18 for both areas I & 11. Boring # Boring J Pit Ground Surface elev. 99.07 ft. Depth to limiting factor >96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 1Oyr3/2 none sl 2mgr mfr cs 1f .5 .9 2 8 -18 1Oyr3/4 none sl 2msbk mfr cw 1f .5 .9 3 18 -51 7.5yr3/4 none grsl 2msbk mvfr gi - - - - -- 5 .9 4 51 -69 1Oyr4/4 none grsl 2msbk mvfr gw - - - - -- .5 .9 5 69 -96 10yr5/4 none ms Osg ml - - -- - - - - -- .7 1.2 F �l Boring # I Boring del Pit Ground Surface elev. 98.58 ft. Depth to limiting factor >97 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /rP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 1Oyr3/1 none I 2mgr mfr cs 1f .5 .8 2 9 -13 1Oyr3/3 none I 2msbk mfr ci 1f .5 .8 3 13 -34 1Oyr3/4 none grsl 2msbk mvfr gw - - - - -- .5 .9 4 34 -60 1Oyr4/4 none grsl 2msbk mvfr gw - - - - -- .5 .9 5 60 -97 1Oyr5/4 none ms Osg ml - - -- - - - - -- .7 1.2 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD <30 mg/L and TSS < mg /L CST Name (Please Print) Si n ture: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail, Somerset, WI 54025 3/2/01 715 -549 -6651 Custom Rigging 030- 2029 -40 -000 Pa Property Owner 99 9 Parcel ID # e 2 of 3 9 3 ] Boring # I Boring ej Pit Ground Surface elev. 99.33 ft. Depth to limiting factor >98 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 10yr3/1 none I 2mgr mfr cs 1f .5 .8 2 6 -15 10yr3/3 none I 2msbk mfr ci 1f .5 .8 3 15 -23 7.5yr4/4 none grsl 2msbk mvfr gw - - - - -- .5 .9 4 23 -67 7.5yr4/4 none grsl 2csl mvfr gw - - - - -- .5 .9 5 67 -98 10yr5/4 none ms Osg ml - - -- - - - - -- .7 1.2 ❑ Boring # p Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. FSoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5 > 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 .,AAA —.+—;.I ;,, o„ oltAr +, f r at -1-- —toot +h. A— art- -+ of gnR- 799 -11 G 1 —'PrV gnR -')AA- 52'77 7 I , I ! ' 000 eo I I I I T r0/ 9%s 37� - - - I I i - ��- - - -- E Q � I i I i I , I - I I � I I I I I i CY►tet I — J j -- I IJ pr JX- ! I -�� - .._ _ .._ �.___ I" I - f -_ _ __ _r _ 1 I i j � I ' � I I � � I I __ _ I J i I I I 1 f ;.. � _. - -_ - -- I �. �� I � I I 4 I i _ j_._ -_ � _. _. _ � ... I I I __ _ _ _ .._ I ' i i I j _ I I � '' I i I j � I I � � i ', i I i � i � I I , -1 � � � __ __... !. _ j -_ ', I I � I I I I I I l ' � .. f � i I I '. 1 I __ , I �- - - _ I __ , ; I j i � � � �� i � , � ; I I I j I I _ _ ._ _ � _ _ j ___ I -- F_. __ � I I j I � ', I __ I � � -< I I � � I - , ;_ ;, I I _ � � ,_ � i I � � ;' � ___ L _ , � �- i r - - ___- _ _ _ _ ! ____ �. I ,, { j � I I I ' I I - _ ,_ - � __ _ _ -_ _ I ,_. I � t I � ;. I j__' __ I __ I � f_ � _ _.�_ -t - I ��__ f __ �___ I -_ __�_ r_ � L.___ �' �_ I I I I I _ '. I � I ___ . -- I - -- F __1 . � : � I �_ � ..._L... .___._ �, �, � ! I i �I I , i I ._ � I � i- � �... ... I_ _ : I ! I � i �- � t I i I I I i I_ I I I � � � I � � � - _ �. _ i -- I � i � � { j �__. I i i I I � I � � i I 1 � - � i i � i � �_ t - i -- -- -- - -- - 1 -- i � I I I T I I -- i -- - -- i f -- - I - - � - - - - I I I � '.. i i �. I i I I t , I -- '� I f 'I __. � .. - -� - �. _. � __. � �-- � � � _ � �.. - I � - � I __ i ,_ � _ - r � _ , _ �. - - - I �- �- -a -- __- I I i , i I � I, _ I -- _ I I : I I I, I I � I I I 1 � � - �� � �� - -. I I - ,- _ I ___ I i - � I - � -- - - � � __ i t I -- I I - - - -- I I -- - - - I 1 - J _ I - _ I i S -- - � -- - - - - - - I � ! � ': � � i i I 4 I _ i. I I I I ,_ __ __ I __ I __; r _ -r- - - -- -- - - - - I �_ _�-- i _ �-- I � , _ r- + - p � _ _. _ . - - -�- _. I - - - � I I - I I ' I _ � �� � I - i - } � i � _ I II _ 1 t -- -. I _-- _ � __ I _.. L. __._ � __ __ .. �_ ._- �. I I � _ -- _ F -__ I , I � �_ - _ I I I i - t - i- , � I _. _. I I � F -- ! I ' � j i I; �� I I ;_ r I � I I - - -- _ _ __ I _. I I I I � 1 � � - _ ' I _ __ _ , - � _ _ ._ i_ . _ I I ' ', I � I _ _ ,� � ; �_ I _: � �- I f I _.... � �_ .._ I : _ - ,_ i s 1030 SOIL EVALUATION REPORT Page I of • Wisconsin Department of Commerce Tom Schmitt Division of Safety and Buildings ,n accordance with Comm 85. Wis. Adm. Code AttrwCh tomb P County lets site Ian on paper rat less than Bpi s T i mcnes in size Plan must .. St Croix - -- include. DW not limited to' vertical and horizontal reterer'oe point (sr�n), directWn and parcel I.D. percent slope, scale of dimmsi eons, north arrow, and location and distance to neatest road 030-2029 -40 -M Please print aN information a iewed By ate n�'Y ?eisenet inbrmsuor you pr me msr w u:ert rot sGCO ^=arY 0-MOS (Pf- taut. a 'S" ;ly ;mil V Property Owner Property Location C>ovL Lot NE 1/4 SE 1/4 S 22 T 30 N R 20 W Custom Rigging Lot x Stock a S Subs Name or CSMW p Owners Melting Address ` CSM 5051 Stewart Ave. City Stare 21p Code Phone Number ` City Village 0 Town Nearest Road Saint Peui MN 55110 651- 426 -9752 St.Joseph 7th St. 16 New Constructian Use. J Residenbal / Number of bedrooms Code derived design now rate 250 GPO J Replacement id Public or commercial - Describe 1 floor dram, 1 employees _.. . patent. material Outwash Plain Flood plain elevation, it applicable 128 General comments and moommendattons: The soil on this site is suitable for a conventional septic system with a 0.5 gpd /sgft rating, Possible system efevation ranges from 98.58 to 94.18 for both areas t & Ii. LJ Boring #A Boring >96 in Sod Applxation Rate J NJ.' Pit Ground Surface elev 99.07 ft. oepth to limiting factor Dominant Color Redox Description Texture ' SHuctwe Consistence eoundory Roos Horizon Depth `. r ' 'Effi�I 'E — Noncan Qu. Sz Cont Color I Gr. Sn Sh. 1 ' 0 -8 10yr3/2 none 1 sl 2mgr ! mfr cs 1f 5 9 t 2 $ - 18 10yt314 none SI 2msbk I mfr ! Cw if .5 t 9 -- $ 3 18-51 7.5yBl4 I none grsl 2msbk mutt gi - - - - -- � 5± — 4 51.69 10yr4/4 ) none grsl 2msbk tnvfr ( 9w I ^ _�.. i l - --- - --- 7 1.2 5 I $9-98 10yrS /4 none ms t Osg m 1 Boring # Boring >97 in $ea AppkMion Rate im Pit Ground Surface etev. 9858 ft Depth to limiting factor Horiztm Depth Dw inarit Cotor Redox [?esa piton Texture Strtxdtue Consistence 9oundary l Roots `• in, Muttses Qu Sz. Cont. Color Gr. Sz Sn. i ' - Effltl 'Effk2 1 0 9 i 10yr3/1 none t 2rrtgr mfr cs 1f 5 e 2 913 10yr3/3 none I 2msbk mfr ci f if 5 8 gW 9 . 3 13 34 ' 10yr3/4 none grs) M 2msbk i m 9w - 4 834 8 . I -- 10yr4/4 1 . . . _ g Wane mvfr l --- 5 5 60 97 10yr5 /4 none ms Osg mt - ° 7 ( 1.2 ' Effluent *1 = 1300 ,> 30 < 220 mgt. and TSS >30 150 mg/L ' Effluent 02 = BQD- < 30 mg/L and TSS S30 mg/L CST Number CST Name (Please Print) SignaturnY t 227429 Thomas J. Schmitt i - Date Evaluation Conducted 'Telephone number Address Tom Schmitt 312101 715-549-665 586 Va View Trail, Somerset, Wi 54025 Property owner Custom Rigg Parcel :0 # 030-2 ' 0 29 - 40 - 000 Page 2 of 3 7 31 Pit Ground Surface elev Boring A Boring 99.33 0 Depth to limiting factor >98 in [ R — ate Horizon i Depth Dominant color Redox DeW,pbon Texture S!ruclure consisleixe Boundary Roots i GPD& in Munsell Ou $z. Cont COW G , S *Eff#1 'E*2 0-6 I Oyf3/1 none I i 2mgr mfr cS 1 f i 5 8 2 j 6-15 1 Oyr none I 2msbk mtr 6 1 1f -8 I 1gr8l 2msbk mvf( gw �5 .9 3 '115-23 7.5yrV4 none 4 23-67 7,5yi,4/4 none 915, 2cst f mvfr gw .5 .9 5 67-98 1 Or5/4 none Mq Osg nit ------ .7 1.2 Boring 0 Boring P11 Ground Surface elev. Depth to Uniting factor in. Soil ApplcW" Rate viori2on 1 COP% Dominant C" Redox Description Texture SMICture Consistence Boundary I Roots i in. MuMd Ou Sz. Cont. Color t Gt. Sz. Sh *Eff#1 *Eff*2 i � � . Boring 0 : Boring Depth to firniling factor �j Pit Ground Surface elev. R. in SO Apoc*w Rate Horizon Depth Dorrilmat Color i Redox Descriplw Texture Star ore Consistence I Boundary Roots irL Mansell Qu. 8z Cont. Color Gf, Si. Sh Eff#1 - EfF#2 f T Effluent #1 = 800? 30 < 220 mg/L and TSS >30 I So mg& Effluent #2 = BoCls < 30 mg/L and T$5 <-30 mg/L The Dcpa=cnt of Conurterce is an equal upponunity service provider and employer if you need w-sistance to access serviecsor —A ;, ....1......... -l—, IS- -, f Q-144-1 1 1; 1 -- I-rV 4AR-1KA-0777 � M e ' • 3 : , • i i • T { , _ . Ile , 1 l ' i I t i . I ' � 1 , • r t _ tom.-► ��3 �r� '+ _ a a' �" .. - � r 5 dos - _ .5ay►� ,-c e_�'; _ --Z Sv : I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ' Mailing Address Property Address / 7 S 7 (Verification required from Planning Department for new construction) City /State ffdN�Q 4 / Parcel Identification Number LEGAL DESCRIPTION Property Location 1� '/4, 5 5 ' /a, Sec. , T Sz? N -R -;�U W, Town of Subdivision Lot # �y� Certified Survey Map # �' ° , Volume /-S , Page It Warranty Deed ## " 1134 1 , Volume Page # Spec house ❑ yes GYno Lot lines identifiable 81 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. 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 Zoning Office within 30 days of the three year ex�ir • date. SIGNA F A itXNT 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 desc ed above , y vi of a warranty deed recorded in Register of Deeds Office. /� /- / /// dl SIGNAnar A DATE * * * * ** Any information that is mis represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed i dim wcume w °171 �WANUM OUD 7RI6 GP ACA aaKnvae IOa saGeaaWO DATA ST BA]t OF WISCONSIN FORK d — t9M . REGISTER'S OffK;E Orde22a „Lent�t and H�nrxr J.. Lentz �� sr. M W1 . ... ! I'tx R.00.d . .............. ...... . ........ ........... ... .... .. ........ .............................. ..................::::::::......:................................... .......................: : ::.... FEB t 1988 i aRnirs and warnnts is ..... ... ............................... ``� M 3.15 P ` ....................................... ................................................................................ .......................... I� h ............... irr1A► N gavel, ... -• _.. .. . ................................._............................................. ............................... i xcru re a `I I ..... ...... .... .........................•• - -•• the following described real estate in .....Ate... - .....................County. State of Wisconsin: ' Tax Parcel No: .............................. if I' North One Half of Southeast Quarter (Nh of SEk) of Section Number_ Twenty -two (22), and Northwest Quarter of Southwest Quarter (NWk of SWh) of Section Number Twenty - three (23), all in Township Number Thirty (30) North of Range Number Twenty (20) West. G { This ........ i4 ............. homestead property. (is) (is not) Exception to warranties: Subject to easements, reservations and restrictions of record. Dated this .... ............. ... ............ ............ day of •---- •------ - - -.. October _ - _--- - - - - - - . - - - 1985.... ..._.. .... (SEAL) x..Q... ............ '� � ...... . .. ..........(SEAL) ORDELLA LENTZ - - - -•- ----- ••- -- - ----- --------•-- ......--- •-------- ••-- ........ -- .....- - -- ----------- - - - -- - - -- ----------------- ......... ........ (SEAL) •.... -- - -- ... .... (SEAL) AUTHRNTICATION ACENOWLSDOURNT Signature(s) _nf__Or-de11a ._Lentz .................... STATE OF WISCONSIN and Henry J. Lentz �•. - - ----- --_..- -- ..._..- t5 -------•----------- ••--------------- - - - --- --- •- ---•-•- -- --- •--- ---- •- -•-•- •- --- .County. autonfiVtod this - _day e�__.. 1 19.._$5 Personally came before me this ................day of 19........ the above named ..--•------------------------------------------- ---- •- -- •-- - °--..._._.......... •.._a KM_Al� - --D NLIFIP ................• TITLE: MEYBER STATE BAR OF WISCONSIN °---•---•---...-•------- --•--- --- •---- - - - --- .._...---••----• ...............•---•-----•--••--• •.............................. to me known to be the person .............who executed the foregoing instrument sud a&nowledge the same. THIS 114VMUMe[NT WAS [WAFT[D BY - STEPHEN J. DUNLAP -------------------- - - - - -- ----------- --- -- ....... .......... -•............... - .._ _... - - - - -- _ - - •--- • .................. Hudson, Wisconsin -- •- - -• - -- -- •-- ••------ .......... ---- - - ---- ---- - - - - -- --- ----- ........... ................................................................... Notary Public ............ ............................. County, Wis. ' (Signatures may be authenticated or acknowledged. Both NY Commission is permanent. (If not, state expiration are Dot necessary.) date .............. 19 - ---- -A *Kf at Mwss is AAy eai A should to typed or printed below T:.-!r signatures. STATD DAR OV WISCON8 M ItGe/e!• { M etes No. a — IO Stock No. 1002 fl0 2 2 5 sa G43623 pR � r� CERTIFIED SURVEY MAP LOCATED IN PART OF THE NWf14 OF THE SN1 14 PREPARED FORS AND IN PART OF THE NE 1 /4 OF THE SE 1/4 ALL HENRY L.ENTZ IN SECTION 22, MON, A201/ TOWN OF ST. JOSEPH- 123 HWY 36!84 ST. CROIX COUNTY, WISCONSIN HOULTON, WI 54082 - GM. SEC— , 3 - 2633 .12'– – S.T.M. 3 8c " , - I - _ _ ..,, , E1l4 COR. SEC SEC. 22 JS8W5S•26'W) NORTH UNE OF THE SE1114 A a yy ) 22 N8 9-4&1 304 90' N09' Q O 1328.87' (1304 ---- -- r 4a"E 75_28' 3 "' _ n n 60.00' r- – U SETBACK tt N C S00 .........1 ( 8,0' �.z...... � A w a m 3.000 ACRES a ' g N P (130.880 s0. FT.) [L@V o o . - 4 o S89.8'17" E 506.12' o o q -1 I 5.: ;. cu o g o 2 ^' o 3.000 ACRES rQ (130,660 SO. FT.) g CO I 1:9 IR 19" , 40' 40' 589'48'17 ^E 603.68' + (g'9 4 cs A � a w b © �� LOT N Y� � ��'�m 3.000 ACRES (� I � 8 (130.880 SQ. FT.) v i -41 y CL S(W481 7"E 498.49 66 FOOT WOE EASEMENT C )rub , r . • FOR FUTURE PUBLIC ROAD co a ' D LOT 4 A INC. EASEMENT M m cot (A N '� 8.000 ACRES I $ 1 (261 ,360 SO. FT.) O Q ° EXC. EASEMENT g q 3 —_ w 6.391 ACRES m m m t r>fi (234,849 SO. FT.) L" cc � � WEST LINE OF THE � (A O D I NEI OF THE SE1 /4 APPROVED 1 1 ST. CROIX COUNTY $BE 539.4 _ -._ _ m rA tannin ZonMa and PAS Comfrltt 22 ����_ _..–.. -- o a APR 2 5 2 001 30 '' dQa °U-� LE GEND 0 ©ra�o — a� ©mac a� M Z FOUND ALUMINUM COUNTY m if not recorded within al shoo days of SECTION CORNER MONUMENT � Z approval date approval tie q % SURVEVOR NOTE: FOUND 1• IRON PIPE a S & N LAND SURVEYING LOTS MAY BE (0 SE � LgS PER L� � (4 O p DOUGLAS J. ZAHLER SUBJECT TO FUTURE Z SPECIAL m RAIL ROAD SPIKE -4 " � 2020 ENLOE STREET ASSESSMENTS FOR ROADWAY SETBACK LINE AS m HUDSON, Wl 5401 a ANY UPGRADES AND ................ IMPROVEMENTS TO SHOWN THE ROAD. w- -- EXISTWO FENCE SEE D.O.T. NOTES ON SHEET 2 ( > RECORDED AS SCALE IN FIST iR = 200" DOT NO. -4— PROPOSED DR 55-35- 3230-200 . SOIL BORING 300 0 Z00 SHEET 1 OF 2 THIS INSTRUMENT DRAFTED BY: WILUAM KANE JOB NO. W10-02 DATE: 031002001 REVISED 04/101 Vol. 15 Page 4072 mu)" p NA3 p o CERTIFIED SURVEY MAP X 4( 0 o 956"' 01LOCATED IN PART OF THE NW114 OF THE SE1 14 YacN AND IN PART OF THE NE1 14 OF THE Sly'1/4 ALL PREPARED FOR: IN SECTION 22, T30N, R20W TOWN OF ST. JOSEPH, 112 HV4Y W ST. CROIX COUNTY. WISCONSIN HOULTON, Wt 64062 - SURVEYOR S & N LAND SURVEYING DOUGLAS J. ZAHLER 2120 ENLOE STREET HUDSON, WI 54016 D.O.T. NOTES PER TRANS 233 ACCESS RESTRICTION NOTE: ALL LOTS AND BLOCKS ARE HEREBY RESTRICTED SO THAT NO OWNER, POSSESSOR, USER, LICENSEE, OR OTHER PERSON MAY HAVE ANY RIGHT OF DIRECT VEHICULAR INGRESS FROM OR EGRESS TO ANY HIGHWAY LYING WITHIN THE RIGHT -OF -WAY OF S.T.H. 35 & 64; IT IS EXPRESSLY INTENDED THAT THIS RESTRICTION CONSTITUTE A RESTRICTION FOR THE BENEFIT OF THE PUBLIC AS PROVIDED IN S.236.293, STATS., AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF ITS ASSIGNS. ANY ACCESS SHALL BE ALLOWED ONLY BY SPECIAL EXCEPTION. ANY ACCESS ALLOWED BY SPECIAL EXCEPTION SHALL BE CONFIRMED AND GRANTED ONLY THROUGH THE DRIVEWAY PERMITTING PROCESS AND ALL PERMITS ARE REVOCABLE. HIGHWAY SETBACK LINE NOTE: THE HIGHWAY SETBACK LINE (PER TRANS 233) SHALL BE 50 FEET FROM THE HIGHWAY RIGHT -OF -WAY, OR 110 FEET FROM THE HIGHWAY CENTER LINE, WHICHEVER IS THE GREATER DISTANCE. NO IMPROVEMENTS OR STRUCTURES ARE ALLOWED BETWEEN THE RIGHT -OF -WAY AND THE HIGHWAY SETBACK LINE, IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO SIGNS, PARKING LOTS, PARALLEL DRIVEWAYS, WELLS, SEPTIC SYSTEMS, DRAINAGE FACILITIES, ETC., IT BEING EXPRESSLY INTENDED THAT THIS RESTRICTION SHALL CONSTITUTE A RESTRICTION FOR THE BENEFIT OF THE PUBLIC ACCORDING TO SECTION 236.293, WISCONSIN STATUTES AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF TRANSPORTATION. CONTACT THE WISCONSIN DEPARTMENT OF TRANSPORTATION DISTRICT OFFICE FOR MORE INFORMATION. THE PHONE NUMBER MAY BE OBTAINED BY CONTACTING YOUR COUNTY HIGHWAY DEPARTMENT. NOISE NOTE: THE LOTS OF THIS LAND DIVISION MAY EXPERIENCE NOISE AT LEVELS EXCEEDING LEVELS IN S. TRANS 405.04, TABLE 1. THESE LEVELS ARE BASED ON FEDERAL STANDARDS. THE DEPARTMENT OF TRANSPORTATION IS NOT RESPONSIBLE FOR ABATING NOISE FROM EXISTING STATE TRUNK HIGHWAYS OR CONNECTING HIGHWAYS, IN THE ABSENCE OF ANY INCREASE BY THE DEPARTMENT TO THE HIGHWAY'S THROUGH —LANE CAPACITY. VISION CORNER NOTE: NO STRUCTURE OR IMPROVEMENT OF ANY KIND IS PERMITTED WITHIN THE VISION CORNER. NO VEGETATION WITHIN THE VISION CORNER MAY EXCEED 30 INCHES IN HEIGHT. THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO-8010-02 DATE: 03109/2001 SHEET Z OF Z Vol. 15 Page 4072 Vol. 15 Page 4072 SUMTORa CsRTIriCAT2 1 Douglas J. Eahler, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Henry Lents, t have surveyed, divided and napped part of the the Ma /4 of the 891/4 and part of the X31 /4 of the 291/4 of Section 22, T30M, R200, Torn of St. Joseph, 8t. Croix County, Wisconsin; described as follows. Commencing at the E1 /4 Corner of Section 22; thanes X89 ° 48 1 17"W, along the north line of the SRI/4 of said section, 1328.82 feet; thence 500 ° 02 1 44 "2, 50.00 feet to the NX corner of a Certified Survey Map recorded in volume 10, page 2842, at the St. Croix County Register of Deeds Office, and the point of beginning; thence continuing .800 ° 02`44 "E, along the east line of said sap, 699.66 feet to the point of ourvaturo of a 90.00 foot radius curve, concave easterly, whose central angle stiaasures 41 1 24 1 35 11 , whose chord bears 820 9 45'01.5 "S and measures $6.57 feet; thence southerly along the are of said curve, and the easterly line of said sap 57.82 foot to the point of curvature of a 60.00 foot radius curve, concave westerly, whose central angle measures 131 0 24 1 35 ", whose chord bears 924.14`58.5 1 41 and measures 145.83 feet; thence southerly along the are of said curve, and along the easterly line of said map, 183.48 fat; thence 500 "6, 389.81 feet to the at corner of above said sap: thence 889 9 43 1 25 "s, 539.40 feat! thence N00 9 16 1 35 "b 1276.22 feet to the southerly right -of -way of B.T.H. "35" i "64 "; thence N89 0 48'17 11 W, along said southerly right -of -way 506.57 feet to the point of beginning. parcel contains 15.00 agree (653,400 aq ft). Above described parcel is subject to all sasaweots restrictions and covenants of record. I also certify that this Certified Survey Map is a correct rspres411tation to scale of the exterior boundary surveyed and described; that I have fully compiled with the provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of at. Croix County and the Town of at. Joseph in surveying and mapping same. Of w0 Douglas J Sahler ILLS 2145 DOUEs J. Z 8 6 N land Surveying * S•2145 2920 snloe Street HUDSON, Hudson, WI 54016 8. Bach parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot site, access to parcel, *to.) Before purchasing or developing any parcel contact the St. Croix County toning office and the Town of 5t. Joseph for advice. Vol. 15 Page 4072 r - W p � C Z 'v O Z Go m m 0) m� O m C= O COOOD m x _rn � m U) m n oqwo Maw vo r m n p 0 Z r � D _r O m g r n nX � 9 N � r z o � m C 7 C AMP o ° °° ? Now N c p n p o C) rn wimp (n - O U) C) C Z G ) X ° N _ _ a 2 N _ _ Z �' I m f * d= ; . Q fD = ° = Z a 7R li v _ `°� 0 :31 mA pmm� M o s s N � y T s m T m s� o rn m e d .5 m m = a m aO1 a n < yo 0 cc) ". 3 ms m cm cr 3o m s o ° d 3 m� c 0 n� M m M a 3 D Sr all= m - * d S. ; —n W am �43,- H c < o c �y � jm r <Jl v O o `° Z ; �y �� • 3 3 3 d ti n d m i m v_ 3 O m " Z o D = N . �a� m am o Z Z d v H v m V1 C D a v� D D 1 o Hm3 -+ f d ; 33' � w H = - o0 ° ' m _ u c m 3 > , 0 a c O Z D 3 Ul CD CD CD �N s a 3 0 z 1032 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt 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 ordimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 030-2029 - Please print all information. Re ' w y t D Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (m)). ob Property Owner Property Location Lentz, Henry & Bernice Govt. Lot na NE 114 SE 19 S 22 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 123 State Rd. 35 2 1 na CSMRaadi%- city State Zip Code Phone Number City I Village yJ Town Nearest Road Saint Joseph WI 1 54082 715 - 549 -6486 St.Joseph I 7th St. V1 New Construction Use: r] Residential / Number of bedrooms Code derived design flow rate GPD I Replacement LeJ Public or commercial - Describe: Parent material liestone residuum Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation to be established from contour line established at elevation 101.30'. Boring # J Boring ✓j Pit Ground Surface elev. 101.36 ft. Depth to limiting factor 39 in. Soil Application Rate Horizon Depth Dominant Coior Redox Description Texture Structure Consistence Boundary Roots GPDlftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0 -11 10yr3/2 none sit 2mgr mfr cs 1f .5 .8 2 11 -26 7.5yr3/4 none sit 2msbk mfr gw if .5 .8 3 26 -39 7.5yr4/4 m2d 47 , 3 2 g Syr4 / rls 1 msbk mfr cs - - - - -- .7 1.2 4 39+ 10yr6/4 limestone bedrock ---- - - - - -- -------- - - - - -- --- - - - - -- - - -- - - - - -- INC NC Fil Boring # Boring 1/J Pit Ground Surface elev. 101.44 ft. Depth to limiting factor 47 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ,'EfiiE1 'Eff#2 1 0 -11 10yr3/2 none sit 2mgr mfr cs# 11 -24 7.5yr3/4 none sit 2msbk mfr ,� f ' 1 .8\ mad 10yr6 /2 3 - 36 7.5yr3/4 5yr4 74 sl 2msbk mfr - - - -- .5 .9 °'� 4 36 - 7.5yr414 m 5yr4/4 /2 grsl 2msbk mvfr t - .�r�� 0 - J 5 47+ 10yr6/4 limestone bedrock ---- - - - - -- -------- - - - - -- --- - - - - -- \ �—' / - - -- N1NC f 7 OFFIGE * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L • Effluent #2 = BOD <30 mg /L and TSS < 30 mg /L CST Name (Please Print) Signatur, : � � CST Number Thomas J. Schmitt u , ,,,..tv 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail, Somerset, WI 54025 4/4/01 715- 549 -6651 IN Property Owner Lentz, Henry&Bernice Parcel ID# 030-2029-40-000 Page 2 of 3 3 Boring# _...1 Boring _✓J Pit Ground Surface elev. 101.11 ft. Depth to limiting factor 33 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 "Eff#2 1 0-10 10yr3/3 none sil 2mgr mfr cs 1f .5 .8 —I 2 10-21 7.5yr4/4 none sl 2msbk mfr gw 1f .5 .9 m3p 10yr6/3 3 21-33 7.5yr3/4 5yr4/4 grsl . 2msbk mfr gw ----- .5 .9 4 33+ 10yr6/4 limestone bedrock ---- • NC NC Boring# J Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 • Boring# --I Boring ,J 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_D/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<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 „PP.1.,.otoriol;.,o.,ohP..,oto f....,,ot ..IP000,.,..,to,.t tho.lA..o.t.,,A..t of Al1Q_7AA_11 c 1 ...TTv 4r1Q_11A_Q777 J I I I I Q n � I i i f i - i 0 od 1Z lip J i ll /off, 1 i � I , 'I 49 lie la va �y - C'4-4- - - - - - - I _ f ur : r'ra� kc� ra B� ,. y �fz k� x,� y b�/° o s T 4 —Mc_ - 71n! A2 ez A2 3 51 S v ow xlg � I Terns ,� r i I I I I I 1 I I I I , i , e 1 .. W1.4 CORNER '! � aECT 22 N88 *'17"b`/ 181 — 1 7C FAST -WEST QUA RUNE CF SECTION 22 N89 82 �— v S.T.H. 35 & 64 —' S "E 967. I I o �o 180' I �O4 +n HOUSE c, - - a W 56 -02S- o OUTBUL DING: ol�I Lo o - ------ - - - - -- cn d04 a a 0 1 l g�� z0b P "• r N So' I N ' @P.@VD@&NI � m C;m CID 04 �u� ; ----------- - - - - -- -° PARCEL A I ` O 38.0`6 ACRES 1 1 tD I � I � dQ U =1 I I i +I 1 N SOUTH LINE OF THE NE1 A OF THE SE1 A I $89°43'1 WE 838.02 TOTAL BOUNDARY" A PARCEL CF LAND LOCATED IN PART OF NE 1 4 CF 7HE S.=1 4 OF SECTION 22, IN PART OF THE N`r`/ ,i"E SVb 1 1 4, PART C►= rr!E S`.`r ? :' CF 7 S`,�i 1 4. PAR C:F 7 :E NE1;- Cr THE SV11 /4, P.y..RT OF THE SE 7 S'.A'1 4, PART CF T,-iE: N ,`i 1 '4 CF TI +E Sc1:4, AND Tr E S`,\11,'4 CF THE SE1,'4 ALL IN SECT:CN 23, ;, I P.Ai(T V1 M I HIE �;El CF I ;C �J \ f 1, I.. !N N T.` �' ,V C C !I -4 �, '1 OF SEC I :CN 6. aL "C:;`�, Rc0 � 1, TC� �1 r ST..;C..E t-i, ST. c I 1 CCU NTi Y, DESCRIEED AS FCL! C`,`;S: 1 BEIGINNING a T T-E c^ T-a "^UAriT =R (CRNER CF c • L SEC - ;Ct'J E�. ..`,l� .w �. ... ' ^ ...r•, f c3, THENC TAE SCU LINE CF 7riE SE' - CF S. -.ID SECT,CN 23, 1,i29.95 FEET TO THE E =.ST L;jNJE CF SAID CF i -i_ SE1 -4, T �E�;CE NCC .s ^.`i, =.LC NG L -ST =,;�J �-ST UNE ND T EAST L t\iE CF 4 CE 7: 7c SE! 2=-c2.-a6 FEET TO T;;E cA: T- `,`•'EST C UARTER UV=— OF SAID ZA1MI c- 9 r • l s g 7AY 2001 s AP R 2 5 2� 10 643623 gdptster01 u 70 V.. CE1 ' RECD EY MAP ti LOCATED IN PART OF THE NW 1 OF THE SE 1/4 PREPARED FOR AND IN PART OF THE NE 1/4 OF THE SE 1/4 ALL HENRY LENTZ IN SECTION 22 T30N, R20W TOWN OF ST. JOSEPH, 123 HWY 35/64 ST. CROIX COUNTY, WISCONSIN HOULTON, WI 54082 CTR. SEC. S.T.H 3 $ 6 — —2633.72'— — — — �E1/4 COR. SEC. 22 _ �S89 °59'26 "W) Cn (S89 °59'26"W) SEC. 22 N89 °48'1 7 NORTH LINE OF THE SE1 /4 p N89 °48'17 "W A ' 1304.90 N8W4 ' 7 W 5 0 .57 � O 1328.82' { p (130 S00 °02'44 "E I 31 .67' 7528' ______a n C) (SOO °05'01 "E) 8 0 , � D.O.T. SETBACK L ° n n 1 1 9�si OT • 1 (n1 A w 01 9 m _ C F (130,680 0 CO C ��4 S o 0 0 0 -D-1 o N S89 °48'17 "E 505.12' ° o_ ° o- o N Cn jc� ° o, Al 75'+ o N2 w i (D W o� LOT2 �w A ww m 3.000 ACRES rn (D W U= y coo - o (o m IO ��, �w 00 G' I ~ 1 S89 °48'1 7 "E 503.66' I I ca " ? 1 0 ° 1 -1 40' 40' .a 1 �, 1 �o 0 0, Q a q I W 6 A Vi 1 (2 co 0 9 - w61aow w Iy LOT N N 1 �m� mm �QO 4 1 3.000 ACRES N Al 1 1� 8 0 (130,680 SQ. FT.) �_ ma I (lUt w w rn? ° w a (o S89 °48'1 7 "E 466.49' N 1� 15� to 0 � � 2 0 313 I� L W w 8 66 FOOT WIDE EASEMENT io CQ � N o r FOR FUTU PUBLIC ROAD (4 - :3 c LOT 4 4 -@ N INC. EASEMENT rn (1 cn @ A o °o 4 1 6.000 ACRES � oo � - 0 0 o m CS - (261,360 SQ. FT.) - �; ro ^� 1 0 m d04 4 EXC. EASEMENT 1 w 1 0 n W 5.391 ACRES m M6 m m (234,849 SQ. FT.) (n oo rn ^ c ^ rn —I i WEST LINE OF THE � o 1 (n R ° o R ro �P�R ®��� NE1 /4 OF THE SE1 /4 1 ° m Ln 04 A CA w N (D N ST. CROIX COUNTY S89 °43'25 "E 539.40' — — — 1 1 A 1 ( 1 th C cr�Plannina Zoninq and Parks Committ x a, rn co 0 0) m 11 2 0 F -- -x M m APR 2 5 200 30+ MMC?�Q CD L.GQHpa- 22 O z m OIG�] � 04L�CL� LEGEND Co 0 m If not recorded within 30 days of FOUND ALUMINUM COUNTY -n m approval date approval shall be SECTION CORNER MONUMENT Z m m SUR `E" I NOTE: FOUND 1" IRON PIPE co 0 p LOTS MAY BE SET 1 X 24 IRON PIPE, WEIGHING 0 S & N LAND SURVEYING RE 0 SUBJECT TO FUTU 1.68 LBS. PER LINEAR FOOT 0D OZ O DOUGLAS J. ZAHLER SPECIAL RAIL ROAD SPIKE J N y 2920 ENLOE STREET ASSESSMENTS FOR m 2 ^� m HUDSON, WI 54016 ANY UPGRADES AND ................ ROADWAY SETBACK LINE AS IMPROVEMENTS TO SHOWN THE ROAD. x EXISTING FENCE , SEE D.O.T. NOTES ON SHEET 2 ( ) RECORDED AS SCALE IN FEET 1' = 200 DOT NO PROPOSED DRIVE 55.35. 3230.2001 . SOIL BORING 200 0 200 B - x SHEET 1 OF 2 THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO, 6010 -02 DATE: 03/09/2001 REVISED 04/18/01 Vol. 15 Page 4072