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El K 03S ZE8E /bl WSO :3eld Obl'8 :seiov :uol;dinsea Owl 011M 00L I. dS ISM SVH3N M01 a3ddn OZ09 dS aNOWHOW M3N Z96£ OS 1S HlOLI L98 I . uol;dlJOSaa #;sla edAl tiewud = :(se)sseippV A:pedad leloodS = dS I = 09 :s3 LLM IM dNOWHOIN MEIN 1S HlOL L L991, `d "(INVS *2 3 SdWOHl 'Sll3M - O Sl 13M d �RIaNdS'S EI SdWOHl aaumo -o0 Luenn0 = 0 'jeun0 Luenn0 = 0 :(s)Jaunnp :ssoippv xel 0 00 edl(l ;lwJad #;!wJad # uol;eollddV eajV sales # dew a ;ea leolJO ;sll{ a ;ea uol ;eaJO NISNOOSIM '.11Nf1OO XIO2iO '1S X ;uennO NOINVIS EIO NMOl - 9£0 017991 L' LEW :# I80Jed 1IV L d0 I. 3JVd M WOL 900Z40/60 000 x # I aOJe d Wisc.onsin Department of Commerce Count PRIVATE SEWAGE SYSTEM y: Safety and Buildings Division INSPECTION REPORT St. Croix 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)l. 363852 Permit Holder's Name: ❑City ❑ Village ❑ down of: State Plan ID No.: Thom Stanton Township % RA,oS / oa S O CST BM Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic W ¢mot zso Benchmark a r o2.S`{ 6a.0� Dosi ng �j [� , ' ` Alt. BM 9 . 2- 0 3 6 y' Aeration Bldg. Sewer Ln:?6a ) Holding St/ Ht Inlet 6, /q c (o �� TANK SETBACK INFORM ON St/ Ht Outlet .-- TANK TO P/ L WELL BLDG. Air I ntake ROAD Dt Inlet Air Septic p X5-0 , `fZr — NA Dt Bottom �.�3 $2,0} Dosing li <� f NA Header /Mane .?•SS (o (. 1 B Aeration NA Dist. Pipe l0 t • ( 6 Holding Bot. System 3.30 roo. L PUMP/ SIPHON INFORMATION Final Grade Sew Manufacturer �S Demand St cover / 0 c o `f i" Model Number ?Jp It kA 14 GPM (�,,,,, Cd 3 -k� tc, 3. TDH Lift j# Friction a .1 Syetem� 1, TDHv3.`0Ft ad Forcemain Length a 3 Dia. 1 " Dist. To Well >5"0` SOIL ABSORPTION SYSTEM -F- (DW / RENCH width r Length r No. f renches PIT No f Pits Inside Dia. Liquid DIME S �' DIMENSION SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Ma urer: INFORMATION Type O , CH R Model Nu System: )f zz3D > 3cO 6R UNIT DISTRIBUTION SYSTE `�.( ll•I = �a',, Header /Manifold 4 Distribution Pipe(s) r u x Hole Size x Hole Spacing Vent To Air Intake Length Q.�-� Dia. Z Length Dia. L Spaun�e 3(. '-- 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 ❑ Yes No ❑ Yes [] No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 07 /0T/z'O Inspection #2:64 - /(l Location: 1887 170th Street, New Richm nd, WI 54017 (NW 1/4 NW 1/4 34 T3 1N R17W) - -Lot 1 1.) Alt BM Description= a 5einl�n �('. - . 32,, 3.3 7. Y 2.) Bldg sewer length= `fl-b - amount of cover = " q 3.) contour , 65C,- OA " LA }(S 1OZ,8`( — A wit l 1,4 1 8 u t S.Z� cave( our (_(- _ Plan revision required? ❑ Yes No Use other side for additional information. D tt Qu SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: E 5 F I e 3 . � v ( t i t i e F e 3 mee e e e ry a e Y� 3 a i 3 t v 3 ve. I , P v � i V isconsin Safety and Buildings Division SANITARY PERMIT APPLICATION 2 1 B Washin in Department of Commerce In accord with Comm 83.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, o qe es m than 8 1/2 x 11 inches in size. • See reverse side for instructions for completing this applicat CE il�e0 S nitary Permit Number ___4 � � Personal information you provide may be used for secondary purposes 13 C i revision to previous application [Privacy Law, s. 15.04 (1) (m)]. tate�['la D. Number I. APPLI ATION INFORMATION - PLEASE PRINT ALL I �1 O oC S g Property wner Name \S Pro do o I 4S T 31 ,N,R E�W)W Propert Owner's Mailing Address r btrNamker ^ . Block N mber �) ti City, State Zip Code Phone Number Subdivisl or CSM Number C. S c-rls> N l�f 3g3Z II. TYPE OF BUILDING: (check one) ❑ State Owned ❑ its Nearest Road Public 1 or 2 Family Dwelling - No. of bedrooms &l V own n o f 1 O I t� I11. BUILDIN USE: (If building type is public, check all that apply) Pgrcel Tax Number(s)� 3 �• 3/. (r� 1 ❑ Apartment/ Condo D �(O _14 �0 _l�U 3 L4 L 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel /Motel 9 ❑ Office / Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1 New 2. ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an ____ _ ________System__ __TankOnly______________ Existing System ________ Existln System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21'XMound 3 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure / r 42 ❑ Pit Privy 13 ❑ Seepage Pit / 43 ❑ Vault Privy 14 ❑ System -In -Fill q. 0 VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade U3() uired (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation U3O .0 5 O O -4 / /o o Feet l a , Feet Cap acit y VII. TANK in Ca g allons Prefab Total # of site . Steel Fiber- Plastic App. INFORMATION Gallons Tanks Manufacturer's Name Concrete Con- glass App. p. New Existing structed Tanks Tanks Septic Tank r to I ` .p S ❑ ❑ ❑ ❑ ❑ Ift Pump Tank iplaoaE.karsalier K l 5 jD El El 13 El 11 . RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) P111 er's Signat re: o Stamps) /MPRSW No.: Business Phone Number: P- ;L0 s3 - Aq 6 s Plum t ber's Address (Street, - City State, Zip de): h \ IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Issuing Agent Signature115 roved Surcharge Fee) aA p pp ❑Owner Given Initial � � Adverse Determination�a5 • I� 7�96� X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL• SBD -6398 (R. 4199) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS ' 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division 608 - 266 -3151. • — - - • • - To be complete and accurate thi'ssanitary permit application must include: I. Property owner's "namme and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII_ Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number.. Plumber must sign application form_ IX. County / Department Use Only. X. County/ Department Use Only. vComplete plans.aoq specifications not smaller than,_$ 1/t? x 11 inchesjnustbe submitted.to�fhe county. The plans must 'inc(ude the following: A) plot plan, drawn to state or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SUR&ARGE 1983 Wisconsin'Act 410 included the creation of surcharges (feesifor a - number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 ,Sc onsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary March 23, 2000 CUST ID No.273085 ATTN: POWTS INSPECTOR CALVIN POWERS ZONING OFFICE POWERS EXCAVATING INC ST CROIX COUNTY SPIA 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/23/2002 Identifi rs Transaction ID N .C3 302580 Site ID No. 174489 SITE: Please refer to both identification numbers, Site ID: 174489 above, in all correspondence with the agency. St. Croix County, City of New Richmond NW1 /4, NW1 /4, S34, T3 IN, RI 7W Facility: Tom Well Proposed Residence FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 653016 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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. 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. 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 03/14/2000 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 &rard. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSMART code: 7633 i N *i APPLICATION FOR REVIEW POWTS sconsin - Complete all pages - Department of Commerce Safety & Buildings Division This page may be utilized for fax appointment requests Bureau of Integrated Services Complete and indicate date plans will be in our office NOTE: Personal information you provide may be used for secondary Complete for confirmed appointments *: purposes [Privacy Law s. 15.04(1)(m)). Not available for POWTS at this time. 1. Private Sewage Submittal 2. Type of Submittal: System Type Transaction ID: (K New ( ) Groundwater Monitoring ( ) Replacement Previous Related Trans. ID: ( ) Site Evaluation (�ei POWTS System ( ) Petition (attach form SBD -9890) Appointment Date *: ) At Grade ( ) Experimental Review Assigned Reviewer: ( ) Holding Tank ( ) Engineered System ( ) Nonpressureized In- Assigned Office: Ground- conventional *Plans must be received in the office of the appointment no later than ( ) Pressurized In- 2 working days before the confirmed appointment. Ground 3. Project Site Information - Fill in all known information. ( Mound Site Number ( ) Aerobic System ( ) Sand Filter Number & Street: ( ) Constructesi Wetland Legal Description: W w Vill S 3 T 3 t N I W ( )Other: County ` ( )City ( ) Village ( Town of O n Gallons per Day: kQ Facility N me: (individual and /or business name of project) Building Type (check one): ( Dwelling, 1 or 2 family '� ( ) Public Building Facility Address: (project address) Zip Code ( ) State -owned Building 1711 v., X7-6 .54 4. After plans are review d, plea e: (check all that apply) _ Call when completed. Mail plans to custome&, 3, 4 Requesting party will pick up Circle customer number from below. Other: 5. Complete the following designer /owner /requesting information. Utilize the check boxes when designer, owner or requesting party is the same to avoid repeating information. Desi "grier Inforrnationn(Custome 1), .. ° ° , 'Requ4stIng'Party"if different than designer,(Cu "stomer.3) F' t Name Last Name Customer Number First Name Last Name Customer Number O �^S Co ny Name Company Name 7 U t ctU Address Address City State Zip +4 (9digits) City State Zip +4 (9digits) Nxt e tLit r Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet L S 1 Check others If applicable Check others if applicable ( ) Owner ( Payer ( Requesting party ( ) Owner ( ) Payer , Owner;lnfoimation,: Customer;2 ' "'" a Other�Please "�pecify:(Customer 4) a � First Name Last Name Customer Number First Name Last Name Customer Number Company Name Company Name Address Address City State Zip +4 (9digits) City State Zip +4 (9digits) Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet Check others if applicable Check others if applicable ( ) Payer ( ) Payer ( ) Other MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ o� Attach check here Review Code 7633 SBD -10577 (R.10/98) 6. Calculation of Fees Required (circle all that apply•) ................... ................. System Type (Include new and existing tanks) .......................... $60-00 ...................................................................... .. Up to 5,000 gallon holding tank .................... ****"* ........... $100.00 ................................................................. --------- i0,000 gallon holding tank .................... —*—'****—* 50.00 .......................... 5,001 10, 000 gallon holding tank .... ............................... ..................... ****** ...................... $1 ..... Over $110.00 ........................................................... UP to 1,5oo gallon septic tank ............................. $120-00 ..................................................................... ------ septic tank ................................. * ...... $160-00 ...................................................... ................. .............. .......... ... 1,501 - 2,500 gallon ........ . 2,501- 5,000 gallon s eptic tank ........................... .$200-00 ...... 5,001 9,()()o gallon s eptic tank ............................................ $300.00 9,001- 15,000 gallon septic tank ........................... $500.00 ................................... -70- Over 15,000 gallon s eptic tank ................................................... ............................ --.1— $70-00 ................................... ........ --------- Up to 1,000 gallon dose chamber ... .......................... .................... .................... $80.00 ....................................................... 1,000- 2.000 gallon dose chamber ............................ .$100.00 ............................................................ -------- 2,001- 4,000 gallon dose chamber ............................................. $120-00 ............................................................... . ............... ... 4,001- 8,000 gallon dose chamber ...................................................... $140-00 8,001 - 12,000 gallon dose chamber ............................................... $160.00 ................. ............. Over 12,000 gallon dose chamber ................... ..$300-0 ............................................................... stem (additional one time fee).... Experimental Sy Revisions to Approved Plan ................................................. $100.00 ................................................................ ----------- Petitions for Variance Setback ............................ ........................$225.00 ............................... .................. ------- (Include Form Site Evaluation .................................. $225-00 ................................................. plumbing ............................................. $75-00 .......................... . ................ SBD-98 .................................... ............................................................. Revision ...................... $60-00 .. ------- Groundwater Monitoring - Per Site .................................................. a prop osed subdivision) . ................... $60-00 ............................................................ 0 than o Groundwater Monitoring .... .... .. . Subtotal ..... ............................... -------- — Site Evaluation in Lieu of Groun w Priority Review: Enter same amount as subtotal •••••••••••••• section chief is required for a priority review. Prior approval from a the priority will be reviewed within 5 days of receipt. Bo If approval is granted, Enter TOTAL here and on bottom of FRONT PAGE $—- _alculated based on the rated I systems that may include trash tanks shal I be r Note: Fees for aerobic or prepackaged treatmen tem as c ompared to an equivalent septic tank size. P treatment sys contact any of the capacity Of the aerobic unit or p re offices listed below for the Note: Fees are pursuant to ch. Comm 2 and are subject to change annually; please required most recent copy of this form. taken within the 15 days of receipt of all Note: C 2 provides for a partial fee refund if a plan action has not been t o ptions for POWTS information. --------- &i� t this point in time appointrnei Plan Submittal ------- Information, and I FT tmenl, Scheduling At the time of making an appointment, Appoin g bl i no t available. e front of this scheduling call any of the full service offices schedule a review a ppointment in advance, iew. c ng) date for rev. you may also FAX th nt pag Plans must be received in If you wish to speci office or desired (beginni n ID No. and Assigned Reviewer. — or — subryfittals request review for a pecif ppointment Date, Ld a ointment. . Non-scheduled submittals Y in (s before the con application of receive a FAX back with an A t Transaction 2 work e form may be assigned other than the appointment no later than it at 608-266-1 18 or one the office o he a ppointment date and transaction number on the ied to of m aterial order unit received without a confirmed ain submittal checklist call the m receiving office depending on reviewer availability. To ob of the full service offices listed below Shawano Green Bay S&BO o S Waukesha S&BD L S&B - 2331 San Luis Place 401 Pilot Court Madison S&BD H S&BD 2226 Rose St 1340 Green Bay Green Bay, WI 54304 Waukesha WI 53188 . )ton Ave 15837 USH 63 L WI 54603 Shawano WI 54166 201 w Wash Hayward Wl 54843 414-548-8600 po sox 7162 920-492 ' -524-3626 414 Madison WI 53707-7162 608-785-9334 715 FAX: 9,2�5-64092-5604 Fax: a ukeSbaschCa ,, 608-266-3151 715-634-4870 F 608-785-9330 Fax: 7 1 5-524-3633 Email: greenbaysch@ Email: w 3699 F 715-634-5150 sesch@ Email: shawanosch@ commerce.state-wi.us commerce.state.wi.us 608-261-6 Email: lacros *I-. haywardsch@ com merce.state-wi.us T7r� soa-264-B77 Ema com merce.state.wi.us h ;I madisonsc�@ commerce.state-wi.us -(-.-,,,11rce.state.w1-Us PAGEAOF MOUND SYSTEM FOR A_'4 BEDROOM RESIDENCE LOCATED IN THE A1w1 /40F THE Nw 1/40F SECTION3qT 3 1N,RL2W, TOWN OFD COUNTY, WISCONSIN. INDEX PAGE 1A OF 9 TITLE SHEET PAGE 1 OF 9 WORK SHEET PAGE 2 OF 9 WORK SHEET PAGE 3 OF 9 WORK SHEET PAGE 4 OF 9 WORK SHEET PAGE 5 OF 9 PLOT PLAN PAGE 6 OF 9 PLANVIEW CROSS SECTION PAGE 7 OF 9 DISTRIBUTION PIPE LAYOUT PAGE 8 OF 9 PUMP CHAMBER PA GE 9 OF 9 PUMP PERFORMANCE CUR VE PREPARED FOR 1 71( �U-- key \ w 5 7 �, ��71Ofld 7 O PREPARED BY POWERS EXCAVATING INC. pll�A 3 -to -av T&O as 1969 185th AVE C'oud itwtic�l�J' NEW RICHMOND, WISC. 54017 ED 715- 246 -5135 pt�MECE N T OF pyNGS DEI'A Of S FE 1ViS! SSA CORP, N ENCe t 71k � (n� � l l° U51� 7 S ( 1 T WORKSHEET - MOUND SYSTEM DESIGN PROBLEM: Design a mound system for a / �e�roo►� „ „�„�,�_, The site characteristics are: Depth to groundwater or bedrock in. Landslope _ % Percolation rate :„ min. /in. Distance from dose chamber to distribution system ,�i1,�_ ft. Elevation difference between Dump and distribution system 1Q_ ft. 'Step 1. WASTEWATER LOAD gal.' Step 2. SIZE THE ABSORPTION AREA A) Area required a 6,05> 102 Sao .5 sq. ft. DAD B) Bed or trench length (B) _ /00 f t. C) Bed or trench width (A) ft. r ;0) Trench'-spacing (C)' r Waste Na _er load .24 coal /fC /day B = ft• W trelic e�i s Step 3. MOUND HEIGHT A) Fill depth (0) e ft. B) Fill depth (E) - D + slope (Ayls) . ��02 ft. ( oy C) Bed or trench depth (F) A ' ft. 0) Cap and topsoil depth (G)`= ft. E) Cap and topsoil depth'(H) ��S ft. ,J Step MOUND LENGTH A) End slope (K) _ C D + E + F + N x 3 = 163 ft. T ) . 6 Total mound le th l = B + 2 K �ao�� ft. • /cra f a, /o .3 / 6 C Step 5. MOUND WIDTH ' Al) Upslope correction factor RS g� A2) Upslope width (J) (D + F + G)(3)(factor) _ ft. / =7. B1) Downslopn_ correction factor B2) Downslope width (I) _ (E + F + G)(3)(factor) ft. /. /4"P"$ Cl) Total mc,und width (W) for bed = J + A + I ft. 7.4 -f S C2) Total mound width (W) for trenches J + + (no. trenches -1) + A + I — )LA--- ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil = g4l. /ft /day r B) Basal area required = wastewater flow ' natural soil infiltrative-capacity = _ A DO sq. ft. Cl) Basal area available for bed for sloping sites = B x (A + I) _ A sq.• ft. C2) Bas are •avail le for trench for sloping sites = 79 0 B W �j + A 1 = � sq. ft. Y J 7 P /oa 3 7,44 s C3) Basal area availa a for trench or bed for level sites = B x W = a=te sq, ft. Step 7. DISTRIBUTION SYSTEM 7A) SIZE DISTRIBUTION SYSTEM in. 1) Hole size = -3 in. ' 2) Hole spacing = ""`� � 9 in. 3) Distribution pipe length --'� in. o in. 4) Distribution pipe diameter a 5) Spacing between distribution pipes = 6) Distance from sidewall to distribution pipe = .36_ in. ' � _ ft. 7B) DISTRIBUTION PIPE DISCHARGE RATE / 7 1) Number of holes per pipe = o�U GPM 2) Flow per pipe = "� 7C) SIZE MANIFOLD 1) Manifold is central / �_.,, end 6 ft. 2) Manifold length a 3) Number of distribution lines p � � in 4) Manifold diameter = 7D) SIZE FORCE MAIN 6 GPM 1) Minimum dosing rate "` �_3 in. 2) Force main diamete =, / /.6a ft. z 3) Friction loss �p X 6 7E) TOTAL, DYNAMIC HEAD /b. ft. 1) Vertical lift = /.2 ft. 2) Friction loss = a.5 ft. 3) System head 2.5 ft..- ___- -- /� l a ft. 4) Total dynamic head a 7F) PUMP SELECTION 1) Pump selected will discharge GPM at 15 ft. total dynamic head. 2) Pump model and manufacturer On Id 5 �a 3 L zV P. 7G) DOSE VOLUME 1) 10 times void volume of distribution lines = 9-2 gal. /cycle 2) Daily wastewater volume : 4 doses /24 hrs. /15 gal. /cycle 3) Minimum dose volume a ,3��Y� = 73 ��'� �� W gal . /cycle 7H) DOSE CHAMBER 1) Minimum capacity required gal. R �t P - 1 - - - - Pc , , (-Oct N cimo�. cwt O if I I i : �I I I i : I -- - o � : : : ' _ I j I : I -- 1'�1A I /Gb r , i : I : I r i I . i i 1 Wk if : I i I -I : ! : r } -- - -- - - --------- A i j I f I 1 I { 1 r : I I j i T I I A : i j I I , i I r I ' _ I f - `--:—�• - �ho�s l�-� e�� S P („Q •+ 9 . Straw, Marsh Hay, Or , ' Synthetic Covering A3TM 3-3 Distribution Pipe Medium Sand - G Top r ` % Slope Bed Of 2�— 2 %2 Gorce Main Plowed Aggreg Layer Ft. Cross Section Of A Mound System Using E a Ft' A Bed For The Absorption Areo . F .�83 Ft. G / Ft. A S Ft. H /, 5 Ft. B 160 Ft. K 1,03 Ft. L / 0,6 Ft. J 7. /o Ft. ,, ..,,... :-a. Position Ft. of Force Main W a3 Ft. Observation Pipe -� A i o - --- --- - -_- - - -- - - - -- I ^"_ Distribution. Pipe Aggregate Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area W Q lls PQ - T i • Perforated Plpe Oelall ' End Vt�.r End cop ) Nrtoralld PVC- Pipe of ate " Oki Located On Bollom, e Ate Equally SpoCed Yv wC 4L h ' Er g ASS f'�bi'faQ Lail Hotl "Sho`ui'd ©e Keel To End Cop Oitlribulion Pipe Loyoul P / R S '1 X 3(a Inches Y Inches tlolc Diameter A Inch Lateral " /_ Inc!i( ;) — - -- — ManifoId " — • Inches - _ Force Main N of holes /PiPc 7 Invert Elevation of Laterals X,5 Ft. SEPTIC TANK E PUMP CHAMBE CROSS SECTION AND SPECIFICATIONS p mas Lo �+ S 4" Cl VENT PIPE 12" MIN. ABOVE GRADE £ WEATHER PROOF' 2:25. FROM.DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER FINISHED GRADE 4" Cl RISER W/ PADLOCK 6 WARNING LABEL 6" MIN. . ABOVE G AD E — }_, ---- 4 " MIN . 18" IN. 6" MAX. � INLET i i GAS 'WATER TIGHT SEALS �' TIGHT i 4't BAFFLE — CI PIPE A SEAL i � APPROVED —� ALM JOINTS W/ Cl PIPE 3' ONTO SOLID f v4 -ON SOLID SOIL SOIL PUMP OF ELEV . q 5 FT. —j— r' pF * RISER EXIT D PERMITTED ONLY ILI IF.TANK . MANUFACTURER . . HAS APPROVAL 3 APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: NUMBER 'DOSES PER DAY: _ TANK SIZES SEPTIC 50 GAL. DOSE VOLUME INCLUDING DOSE - 7507 GAL. FLOWBACK: aa3 GAL.' ALARM MANUFACTURER: ^ S j 5y f7`e* , CAPACITIES: A = INCHES = MODEL NUMBER: /off, ff w SWITCH TYPE: B = 2 INCHES = GAL. PUMP MANUFACTURER: C = • I5 INCHES =3 GAL MODEL NUMBER: SWITCH TYPE: D = (o INCHES = 6AL. REQUIRED DISCHARGE RATE 1 D _ GPM PUMP 6 ALARM WIRING AS PER ILHR16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE >� FEET + MINIMUM NETWORK SUPPLY PRESSURE . . 2.5 FEET + FEET FORCEMAIN X FT /100 FT. FRICTION FACTOR', . FEET T.OTAL DYNAMIC HEAD FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ; WIDTH �; DIAMETER __• LIQUID DEPTH CA I Goulds P0. Submersible Effluent Pump 3885 APPLICATIONS • Overload protection must smooth operation Slllcon can be operated continuously Specificali designed for the be provided in starter unit. bronze impeller available as without damage. y g • Shaft: threaded, 400 series an option. ■Bearings: Upper and following uses: stainless steel. • Homes ■ Casing: Cast iron volute lower heavy duty ball bearing Farms • Bearings: ball bearings type for maximum efficiency. construction. upper and lower. 2" NPT dischar a adaptable • Trailer courts 9 P ■Power Cable: Severe duty • Power cord: 20 foot for slide rails stems. • Motels standard length (optional y `' rated, oil and water resistant. • Schools lengths available). ■ Mechanical Seal: SILICON Epoxy seal on motor end • Hospitals CARBIDE VS. SILICON provides secondary moisture Single phase: Indust CARBIDE sealing faces. barrier in case of outer jacket • Effluent systems • ' /, and' /: HP -16/3 SJTO Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three BUNA -N elastomers. wicking. prong plug. SPECIFICATIONS • % - 1'/2 HP -14/3 STO with n Shaft: Corrosion - resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. maximum. •'/2 - 1'/2 HP -14/4 STO phase models to guard • Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models - 20 foot on accidental reverse rotation. SP Canadian standards Association • Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in TDH. are standard. high -grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat U� Underwriters Laboratories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 ■Impeller: Cast iron ■ Designed for Continuous open, non -clog with p series stainless steel metal , semi- Operation: Pump ratings are parts, BUNA -N elastomers. ump- within the motor manufacturer's • Temperature: out vanes for mechanical seal recommended working limits, 104 °F (40 continuous protection. Balanced for 140 °F (60 intermittent METERS FEET • Fasteners: 300 series 90 stainless steel _ SERIES: 3885 • Capable of running dry. 25 SIZE /� SOLIDS 80 w Et RPM: VARIOUS without damage to - - _+SGPM components. 70 wE1 H SFr 20 Motor Single phase: _ so - .,C _..' • % HP, 115 V, 200 V, 230 V, 15 50 60 Hz, 1750 RPM; V HP, z -- - - 115 V, 60 Hz, 3500 RPM; a 40 V EO H '/2 HP -1'/2 HP, 230 V, 60 Hz, 3500 RPM. 10 30 • Built -in overload with. a . . . . . automatic reset. 5 ' 20 • Class B insulation. 2 �o Three phase: •'/2 HP - 1'/2 HP 200/230/ OL 0 R l - 460 V, 60 Hz, 3500 RPM. 0 10 20 30 0 50 60 70 80 90 100 110 120 130GPM • Class B insulation. 0 20 30 mo CAPACITY 01995 Goulds Pumps Effective May. 1995 83885 WiscpnSin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County Include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. R ie d y vat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Prope Owner Property Location S � Govt. Lot w 1/4 N VJ/4,S 3 T 3 N,R / E (or)(fo Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# i� City St to Zip Code Phone Number Ci ty ❑ Village Of Town Nearest Road ❑ w 5c olY ( - T I S ) O i l " S r New Construction Use: Residential / Number of bedrooms Addition to existing building Replacement C3 Public or commercial - Describe: Code derived daily flow 50 gpd Recommended design loading rate 1-S bed, gpd /ft trench, gpd /11 Absorption area required bed, ft <s trench, ft? ;'Maxirgum design loading rate S bed, gpd /ft2 trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design %site considerations Parent material Flood plain elevation, if A ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S K U g S ❑ U ❑ S Z U ❑ S W U ❑ S U — Is U SOIL DESCRIPTION REPORT ICg Boring Horizon Depth Dominant Color Mottles Structure GPD /ft g Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench S»"F 6 -F� /o r- 31 — .5 : 8 • a1 re S a,r%\- SN m w 0 (A) Ground 2 )- o r 5 S/ k _". S �� Depth to r Remarks: Boring # _ o-W v om Sbk Ground Depth to /'\ \ s li ' f to in. Remarks: ame (Please Pri Si atur Telephone No. ' © rs Address Date CST Number 13 tcq - i 5` I�et�.� A- u R -- o O S.3 PROPERTY OWNER / 0 Ph QS W"Q ( �S SOIL DESCRIPTION REPORT Page of 'PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots Sx� in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed . Trench l r r W S -. L D Y r 1A. 1- 5.1 S)IC z- 5 ; Ground 17 — y s S tt 1► 5 �� p elev, � iTw t• , Depth to limiting' f r Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD /112 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # E3 Ground elev. ft. Depth to limiting factor In. Remarks: Boring # Ground elev. ft. , Depth to limiting factor In ' Remarks: SBD -8330 (R. 07/96) �VCL�kR.; tl 3 3 `TI.o vhas w 1 ` S N w`�y. N w A li{ S 3 �( T 3 I ti 7 R) .7 fj cam... DA -x -19 4�:: A`/ A, la?, so 44 SUA-e i ,tom 7 41 1- O 3 A � y 1 b� y� Al Wiscon`s ?n Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page AL of Bureau oflntegrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Z v y Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location vv S Govt. Lot W 1/4 N UJ/4,S T 3 N,R E (or)(D Property Owner's Mailing Address Lot # Block# I Subd. Name or CSM# 1 71 t Hwq LoV _ City St to Zip Code Phone Number ❑ City El Village [� Town Nearest Road New Construction Use: Residential / Number of bedrooms _'• Addition to existing building Replacement Public or commercial - Describe: Code derived daily flow 415c) gpd Recommended design loading rate r s bed, gpd /ft2 � II trench, gpd /ft Absorption area required __7„i bed, ft 7 trench, ft MaxirAum design loading rate - S bed, gpd /ft b trench, gpd /ft Recommended infiltration surface elevation(s) 99 (�e-,� ��r,,— ft (as referred to site plan benchmark) Additional design /site considerations Parent material Flood plain elevation, if applicable ft , S = Suitable for system I Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system I ❑ S X U 9S O U ❑ S E U ❑ S [� U EIS U EIS K U SOIL DESCRIPTION REPORT lr Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 5 b v� fir, ,5 . Ground 2 ) 6 r c5 Z ' S 7 46 g L -W�^ ' Depth to li itin kXX fact r , in Remarks: Boring # _ d -f� v 3 am Sbksr fo 15. Ground Depth to n li 1 f to in. Remarks: ame (Please Print.}- Si atur Telephone No. n 6 rS - 71 - �2 Sl 3S Address Date CST Number h , PROPERTY OWNER In ON QS W" ks SOIL DESCRIPTION REPORT Pag of ' PARCEL I.D.# Boris # Horizon Depth Dominant Color Mottles Structure 2 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench /0 8- r Ground e L Depth to limiting fa or Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) � 3 3 - T k&MaS W �e 11 S Al w`�y N �� s 3 y 31 ti R) 7 w - 7 1 , (�7.s I��GNYrw► c�r l 5%(of stke EI ,tam 74 f- Xw �/ 47 A b� yP6 M w /f I� v ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address 7 1( 14 Nip 12 c h m 0(1J Ltd S y O Property Address g c) '�\A (Verification required from Planning Department for new construction) City /State N-eev R C1�tin -D KA Parcel Identification Number 3to —IO2�g 7 0 sgot7 LEGAL DESCRIPTION Property Location VwJ ' / IUti) ' /,, Sec. , T N -R1W, Town of S A Subdivision _, Lot # Certified Survey Map # Volume , Page # 3 g3 Warranty Deed # 0 S S , Volume s 0 3 , Page Spec house ❑ yes 14 no Lot lines identifiable V 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 days of the three year expiration date. c, , 'v y " 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. t'L/eA'1' / -X1 OD IGNATURE OF APPLICANT 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 DOCUMENT NO. e' STATE BAR OF WISCONSIN -FORM 2 318550 503 PACE170' . wn wARNT+r o�D THIS SPACE RESERVED FOR RECORDING DAl� REGISTERS OFFICE BY THIS DEEa widowuise Wells a /k /a Louise M. wells CROIX CO.. WI 116 1 • e 'Reed for Record this Y of Grantor conveys and warrants to Thomas E. Wells 8:3o As M s {' Q • C'ys ^„ Ri�{Rr of bealfi Grantee_ for a valuable consideration One Dollar and other valuable RETURN TO consideration the following described real estate in St. Croix County, State of Wisconsin: Tax Key # This is homestead property. All that part of the Northwest 1/4 of the Northwest 1/4 of Section 34, Township'31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin, described as follows: Commencing i at the Northeast corner of the Northwest 1/4 of the Northwest 1/4. ` of Section 34, Township 31 North, Range 17 West, St. Croix County, Wisconsin; thence West along the North line of said Section 34 for 561 feet to the point of beginning of this FEE description; thence continuing West along said North line of # Q ; Section 34 for 160 feet; thence South at right angles for --4- -- 260 feet; thence East at a right angle for 160 feet; thence EXEMPT North at right angle for 260 feet to the point of beginning. Subject to the right of way of Wisconsin Highway No. 64; containing one acre more or less. , Exception to warranties: Executed at —New- Richmond, Wiscon this 17 day of September 19 73 SIGNED AND SEALED IN PRESENCE OF (SEAL) Louise Wells (SEAL) (SEAL) - - - -- --- ---------- - - - - - -- (SEAL) Signatures of ZlQUJ se --We l a authenticated this __17th day of ._ eptemb e L. R. Reinstra Title: Member State Bar of WisconsinnNEt883m8le i3i�$3ad sc�8$1E81lc �. STATE OF WISCONSIN l } as. - --- -- - - -- – County. J Personally came before me, this day of 19 — the above named to me known to be the person— who executed the foregoing instrument and acknowledged the same. This instrument was drafted by L. R. REINSTRA Notary Public— County Wls: i The use of witnesses is optional My Commission (Expires) (Is) Names of persons signing in any capacity should be typed or printed below their signatures. t K: MU�rConpap ® t ;r WARRANTY DEED —STATE BAR OF WISCONSIN. FORK NO. 2 — 1971 + T RONALD F. JOHNSON ~ MERY, w 621944 s ' ,,,,fs. , FILED ERTIFIED SURVEY MAP A PR 27200 VlALSH " KATHLEEN H. IG . Located in part of the Northwest Quarter of the Northwest Quarter of Section 34, Township 31 N Register ofDeed$ Range 17 West, Stanton Township, St. Croix County, Wisconsin. SL Croix Co YV1 ti Prepared for and at the request of: __ _ __ ___ _ _ �. OWNER: r SEE S1fEET ? Of J FOR - SWAN h; biWdLE� Tom Wells =EAsrywT REsiNICFION. I 1171 Hwy 64 t•-------------------- - - - --J New Richmond, WI 54017 Drafted by. Tricia L Karleen 33 NORTH 114 CORNER 33� NOR77IW£Sr GARNER UNPLATTED LANDS SEC. 34 -31 -17 SEC. 34 - 31 -17 (FOUND PK NAIL) 1 50' (ALUM. CO. MAN.) 1/14 4 o O r 1HE NW 1/4 4 STATE H W Y 64 LINE N£ Or 1 NW S0,1 -- - - --� R.O.W. HHWY --------- _JV0A� = - - -- _ -� \ -- y - - - -- J J — — — --N88'39'1 0"E-- 2635.14' -- CENTERLINE HWY 64 ��— N88 "E 756.57' _ 510.18 \ 246.39 i o N88 3910"t 1878.57' R.O.W. HWY 6� o 245.00' °. _ La 460.16' N88'39'10 "E 705.16 N o N �, --> - -- --- - - - - -- -o- i � 3 ' . \13 I m a VOL 434 i + HQ . � .... W PG. 203 :' O 0 3 ?'W w r 2 `ti 0 �3 \ l� 8 a 1 t� _ ti O N f� 3 T X009 ?g. o of °o L SHED W 10.5— — — — — — — `�� I° LOT2 3 N � � � I LINE Or 3 U a m p I IS 5 w M S.M — —1 adjrnj to I ' I N LOT 1 is, " ¢ I >�W1 IM g t� I QI 0 1 O N d =3 O io 01 Z I N o "' W I �iplNl 'L IWlwl a �" 1 I I I 10 IF-1i,l �1 W I 1 3 N I J�U� >i c 1 N 1 I' -- 714.99' -- -; �\ N L I 1 A t �'�� 477.17' 237.82 \ 510.18' I w S88'39'10 "W 748.00' TOTAL AREA LOT 1 of z I ST. CROIX COUNTY 354,480 sq. ft. / 8.14 acres nl 1 I Planning Zoning and Parks Committee ACRES EXCLUDING R.O.W. r` I M APR 2 7 Z000 301,209 sq. ft. / 6.91 acres I I I'g TOTAL AREA LOT 2 W£Sr 6g0t within 30 days of 167,237 sq. ft. / 3.84 acres \ \- -- - sEC 3�pY� ae approval shallbe AREA EXCLUDING R.O.W. (ALUM co. MoA"'� and void 152,497 sq. ft. / 3.50 acres NOTE: The parcel shown on this map is subject to State. County and CAUTION: Township laws, rules and regulations (i.e. wetlands, minimum lot size, access STATE AND COUNTY HWY. to parcel, etc.). Before purchasing or developing any parcel, contact the St. SETBACK RESTRICTIONS Croix County Zoning Office and the appropriate Town Board for advice. PROHIBIT IMPROVEMENTS- LEGEND SEE PAGE 2 OF 3. {� Section Corner Monument • Set 1" x 24" Iron Pipe weighing D.O.T. N0. 55 -64- 3025 --2000 a minimum of 1.13 pounds per linear foot. O Found 1" Iron Pipe. NOTE: LOT 1 SHALL HAVE NO • • • • • County Building Setback Line DRIVEWAY ACCE §S OFF OF (100' from Right -of -Way) STATE HWY. "64. SEE PAGE 2. JOB # 99072 (STA. 2) 200 0 200 NO TH Prepared by. A & E GRAPHIC SCALE LAND SURVEYING do CIVIL ENGINEERING SCALE IN FEET. 1 inch = 200 feet Phone No. (715) 246 -4319 BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE 109 East Third Street, P.O. Box 325 NW 1/4 OF SECTION 34, TOWNSHIP 31 N., RANGE 17 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR N88'39'10 "E. 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SURVEYOR'S CERTTI ICA't'E I, Ronald E. Johnson, a Regi.sLered Wisconsin Land Surveyor, hereby cerl fy that: by Lhe di.r.ec!ti.on of Torn We.] I s, I have surveyed, divided and mapped par 1. of the No rLhwesl:. Qitart:er of the Nort hwnst: Quarter of S(: (Jl .c)n 34, 'I'ownshi.I_) 31 Nor-1.h, Range 17 Wesl:, Town of St:anLon, St. Croix County, Wisconsin described as fellows: Beginning at- northwest. Corner of said Section 34; thence, on an assumed bearing along the north line of the NorLhwesl: Quar. ter of said Se ction 34, Norl-.h 8 degrees 39 miniite_s 10 se .onds Fast a distance of 756.57 feel:, Lh i s being 561.00 feet; west of the norl corner of 1 --he Norl:hwesl; Quarter of.: Lhe Northwest Quarter of said Section 34 per desr.r i tied property i_n a Warranty Deed recorded In Volume. 503 page 170 recorded in Lhe Register of Deeds Office in said County; thence, along the earl. line of last-. saki described propert=y, South 01 degrees 20 m:i_nrxt.es 50 seconds East a distance of 260.00 feet:; Lhenc:e, along the east: line. of ghat properly desc- ri-bed in a Warrant=y Deed recorded in Volume 1 069 page 557 in said i.d Register of Deeds O.f f i c,e, South 02 degrees 20 minutes 27 seconds Fast a distance of 434. feet; thence, along the south line of last said property, South 80 degrees 39 mi.nt.tLes 10 seconds West a distance of 748.00 feet to the west: line of the Northwest. Quarter of the Northwest Quarter of said Section 34; thence, along last said west .line, North 02 degrees 40 minutes 32 seconds West a d.i. stance of 695.00 feet to the hoi - nt of.. beginning. Containing 521,717 square .feet (1.1.98 acres). Subject to right -of -way for State Trunk Highway 64 along the most northerly line, and 170th Street. (a Town Road) along the most westerly line, of the above described propor.t - .y, also subject. to all easements, restrictions and covenants of record. I also certi-fy that this Certified Survey Map is a correct rep.reseni.aLion to scale of the exterior boundaries surveyed and described; l;hat. T have complied with the provisions of Chapter 236.34 of the W=isconsin Statutes and the Subdivision Ordinance of the County of St. Croix and the Town of Stanton in surveying and mapping the same. 11 nald E. ,ad inson Reg. No. 11.86 Da t;4. A & F Telephone # ( 715) 246 -431.9 % ✓is' ��� /��° Land Surveying & Civil Engineering P. O. Box 325 New Richmond, WI 5401.7 � 1�r RONALD F. JOHNSON AMFRY. ' Wis. () R# R * R �tia'F" VOLUME 14 PAGE 3832 A & E LAND SURVEYING do CIVIL_ ENGINEERING Phone No. (715) 246 -4319 109 East Third Street, P.O. Box 325 New Richmond, WI 54017 Sheet 3 of 3