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' Wisco sin Department of Commerce Safety and Bjildings Division PRIVATE SEWAGE SYSTEM Count y INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you pro v i ce may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 363938 Permit Holder's Name: ❑ City ❑ Village ❑ T6wn of: ID No.: Late Plan Rutledge, Gail Cylon Township IDS P 3ZS7% CST BM Elev. :. Insp. BM Elev.: BM Description: Ya Tax No.: bo - 006 - 1091 -90 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic � S ZSo��50' Benchmark 2, 03 jeff) -V Dosing L� " Alt. BM AJ 4— Aeration Bldg. Sewer COJek&) Holding St/ Ht Inlet 0.( 4/• 39 TANK SETBACK INFORMATION St/ Ht Outlet TANKTO P/L WELL BLDG. Aiirintake ROAD Dt Inlet Septic Z Sp `� Z ` _ NA Dt Bottom Dosing " •- I S' NA Header / Man. q C `\' , eration NA Dist. Pipe 2. 2 q8sz, Holding Bot. System `� 3.30 8 3. 21a • Sb PUMP SIPHON INFORMATION Final Grade Manufacturer_ emand St cover 6- S . 6 Model Number c5fO -AO GPM TDH Lift ` Lriction �� M e ad 2 .(, TDH \ Ft Forcemain Length ti o` Dia. " Dist. To Well ?5r Si L ABSORPTION SYSTEM qo 6 8 DT BED TRENCH Width r Lent f Of s PIT N Of Pits Inside Dia. Liquid MEN I N 6 DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Man SETBACK CHAMB INFORMATION Type O I 39 Z O r IT Mo System: M&U.w + DISTRIBUTION SYSTEM �'� s��u— �. Nip • R - I 'S °� �� s ` 6 �F "` P L- - Header / Distribution Pipe( a x Hole Size x Hole Spacing Vent To Air Intake Length M Dia. Length Dia. —ff2 Spacing _ IV " 36 ` 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 ❑ Ye ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) C`' / S . ?, 5, 1 s• t ) Inspection #. COJ /(3 /Oa Inspection #2: 041 6 / (M Location: 1819 226th Street New Richmond WI 54017 (SW 1/4 SE 1/4 3 T31 R16W) - 333116610 Village of Cylon Lot 8 /� 4) 1-� glaQ�L �j n a*' I� Ss�.� C�>� doer r00t._ 1.) Alt BM Description= Kr 4- � I rnat I o. Fk w. ' 2.) Bldg sewer length = i. �i ti - amount of cover = y" 3.) contour = q( - Plan revision rulred? ❑ Yes %i No d C Use other side for additional information. O q ftp SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. 4 t ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: i � i r+4- SCALE — l K wonsin Safety and Buildings Division SANITARY PERMIT APPLICATION 2 1 W. Washington Avenue Department of Commerce In accord with Comm 83.05, Wis. 1 Madison, WI 53707 -7302 Sys • Attach complete plans (to the county copy only) for the per Mi$s , count y than 8 1/2 x 11 inches in size. D s�• (gyp ,x • See reverse side for instructions for completing this appl c n EJVEO t to Sanitary Permit Number 1 36 393f5 Personal information you provide may be used for secondary purposes o �u w � O 200 eck if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT A L F R C S 5(a C ? Pro y Ow r Na ca' 33 T , N, R b ( W 1/4 , Pro1erty Owner's Mailing dress o Block Cit , State Zip Code Phone Number Subdivisi n Name or SM Number .e.� 1,.2rt S' o c rxs` > ay - Sa4� v II. TYPE BUILDING: (check one) ❑ State Owned ❑ It� Nearest Road ❑ vil age Public 1 or 2 Family Dwelling Near - No. of bedrooms Town OF C* S III BUILDING USE (If building type is public, check all that apply) Parcel Tax Num er(s) 1 C] Apartment/ Condo 1 12 J- 3 Ale, �./ / ee --1051 — 9, S — en e 2 ❑ Assembly Hall 6 C] M�ttfcallaclllty/ 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: (C t e n line A. Check box on line B, if applicable) A) 1, E] New 2_ g Replacement 3_ ❑Replacement of 4 E] Reconnection of 5 E3 Repair of an ______System _____- ------------- _______ Tank Only______________ Existing ________ E 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 Mound 30 C] Specify Type 41 [] Holding Tank 12 E] Seepage Trench 22 In- Ground Pressure / t 42 ❑ Pit Privy 13 ❑ Seepage Pit r 43 C] Vault Privy 14 C] System -In -Fill aft 9(9 fl V!. ABSORPTION STEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Lo _ Req red (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elev Or] �� l • 1•. 7 Feet ( S Feet VII. TANK in Capacit g Total # of Prefab. Site Fiber- Exper. INFORMATION Gallons Tanks Manufacturer's Name Concrete Con Steel glass Plastic App New Existing structed Tanks Tanks Septic Tank NeWi• l A5D i W ► `®.S S 0 ❑ Cl ❑ ❑ ❑ ift Pump a i ❑ ❑ 1 ❑ 1 ❑ 1 ❑ W - If ESPONSIBILITY STATEMENT 1, the undersigned, assume responsibility for inst on f the onsite sewage system shown on the attached plans. PNmbe r's Name: (Pr' ps) 1 P1!7 _ .)Q0 PRSW No.: Business Phone Number: PI e r's Signa ure: (N a s G IS �! Plu er's Address (St et City, St Au !,Zip Code): Vl [ O 0 IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved S A nitary Permit Fee (Includes Groundwater ate ssue Issuing Agent Signature (No Stamps) MApproved ❑ Owner Given Initial Surcharge Fee) Adverse Determination 3as 36 - 2ft X. CONDIT ONS OF APPR VAL / REA 5R ONS F DISAPPROVAL: a& pp-,_ t co�ka. SBD -6398 (R. 4/99) 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 renevvedbef �iPirati& 3 % te, and at a time of renewal any new criteria in the Wisconsin Administrative Code vy'"L ape- 3. All revisions to this permit must b2_qpprt(1� ,gr �pg authority. � b�t� � l�r`mit i +AYE 9y 1 4. Changes in ownership or plumber. Fr ,{,uires a j y Perm' -TrInsfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation �'�•* a ;xN` a� 5. Onsite sewage systems must be prop rl `p "e ptic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. ' 4 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 -8151. To be complete and accurate this sanitary permit application must include: I. Property owne"r's name 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. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following' A) plot plan, drawn to scale 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 SURCHARGE 1983 Wisconsin Act 410 included the creationof surcharges (fees) for 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 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary June 27, 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: 06/27/2002 Identifica be s Transaction ED N .3255 9 SITE: GAIL RUTLEDGE Site ID No. 19502 ST CROIX COUNTY, TOWN OF CYLON Please refer to both i entification numbers, SW 1/4, SE 1/4, S33, T3 1N, RI 6W above, in all correspondence with the agency. FOR: OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 670434 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Note that the forcemain friction loss was incorrectly calculated and has been corrected on the approved plans by the plan reviewer. Any greater total dynamic head than proposed will require a change of pumps since the chosen pump is at its limit for the flow rate and friction losses dictated by the system design. CAUTION: Wis.stats 145.135(2)(b) indicates that the approval of a sanitary permit is based on regulations in force on the date of approval. The effective date of COMM 83 revisions is expected to be July 1, 2000. Thus depending on the type of system and your design, this plan approval may not be eligible for sanitary permit approval if submitted to the issuing agency on or after July 1, 2000. Note: There is a potential for a law suit that may delay the effective date of the code so this status may or may not change. 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 06/20/2000 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 jroy �!nsky, Wastewater Sp ialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2544 Voice (715)726 -2549 Fax WiSMART code: 7633 Ijansky@commerce.state.wi.us APPLICATION FOR REVIEW POWTS �consin - 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: V ' 2 9 System Type Transaction ID: 5 5 6 r ( ) Groundwater Monitoring ) New g ( Replacement Previous Related Trans. ID: ( Site Evaluation ( 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 m ust be received in the office of the appointment no later than ( ) Pressurized In- 1 2 working days before the confirmed appointment. Ground 3. Project Site Information - Fill in all known information. Mound Site Number ( ) Aerobic System c �— ( ) Sand Filter Number & Street: c� r ( ) Constructed Wetland Legal Description: Ste+ s�� n1 1 rJ ( ) Other: Coun S ( city ( ) village (K Town of Gallons per Day: 0 Facili Name: (i viduaI and /or business name of project) Building Type (check one): (�1 Dwelling, 1 or 2 family U ' ( ) Public Building Facility Address: (project addre Zip Code ( ) State -owned Building �� 1, � R � a �2 Q 1 4. After plans are reviewed, please: (check all that apply) _ Call when completed. Mail plans to customd 2, 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. Designer Information (CuSComer 1), ., ,,#� „�z,,;Requestirig.P.artysif diffe�ert?than .,designer "(CustomerG3) , ° Firr.t Na a Last Name Customer Number First Name Last Name Customer Number GL V` S Co y Name Company Name AN 0 2000 Addle ' `-� Address S C l � C 3 j V 4? QACpnF City State Zip +4 (9digits) City t GS' igits) IU S 17 u �. Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet s _a Check others if appli ble Check others if applicable ( ) Owner ( Payer ( Requesting party ( ) Owner ( ) P Owner Information (Customer'2)' Other Please'specify (Customer 4) Fir Name ` Last N e Customer Number First Name Last Name Customer Number W Company Name Company Name Address Q T Address Cit � (( State Zip +4 (9digits) City State Zip +4 (9digits) Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet ( - - 54A 7 Check others if appli able Check others if applicable ( ) Payer ( ) Payer ( ) Other O� MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ Attach check here Review Code 7633 S13D -10577 (8.10/98) 6. Calculation of Fees Required (circle all that apply.) System Type (Include new and existing tanks) Up to 5,000 gallon holding tank ............................. ........................$60.00 ................................ ............................... 5,001 10,000 gallon holding tank .......................... ........................$100.00 ................................ ............................... Over 10,000 gallon holding tank .................... ..............................$ 150. 00................................. ............................... Up to 1,500 gallon septic tank $110.00 1,501- 2,500 gallon septic tank ..................... ............................... $ 120. 00................................ ............................... 2,501- 5,000 gallon septic tank ..................... ............................... $ 160. 00................................ ............................... 5,001 - 9,000 gallon septic tank ..................... ............................... $200.00 ................................ ............................... 9,001- 15,000 gallon septic tank ..................... ............................... $300.00 ................................ ............................... Over 15,000 gallon septic tank ...................... ............................... $500.00 ................................ ............................... Up to 1,000 gallon dose chamber $ 70 . 00 ................. ............................... ........ 1,000- 2.000 gallon dose chamber ....................... .........................$80.00 ................................ ............................... 2,001- 4,000 gallon dose chamber ...................... ........................$100.00 ................................ ............................... 4,001- 8,000 gallon dose chamber ...................... ........................$120.00 ................................ ............................... 8,001- 12,000 gallon dose chamber ...................... ........................$140.00 ................................ ............................... Over 12,000 gallon dose chamber ...................... ........................$160.00 ................................ ............................... Experimental System (additional one time fee) ........... ........................$300.00 ......• Revisionsto Approved Plan .......... ............................... .........................$60.00 ................................ ............................... Petitions for Variance Setback ............................ ........................$100.00 ................................ ............................... (include Form Site Evaluation ................. ........................$225.00 ................................ ............................... SBD -9890) Plumbing .................... ..............................$ 225. 00................................ ............................... Revision...................... ............................... $75.00 ................................ ............................... Groundwater Monitoring - Per Site ................ ..$ ............••• (other than a proposed subdivision) Site Evaluation in Lieu of Groundwater Monitoring ........ .........................$60.00 ................................ ............................... Subtotal..... ............................... Priority Review: Enter same amount as subtotal ..... ............................... Prior approval from a section chief is required for a priority review. If approval is granted, the priority will be reviewed within 5 days of receipt. po Enter TOTAL here and on bottom of FRONT PAGE Note: Fees for aerobic or prepackaged treatment systems that may include trash tanks shall be calculated based on the rated capacity of the aerobic unit or prepackaged treatment system as compared to an equivalent septic tank size. Note: Fees are pursuant to ch. Comm 2 and are subject to change annually; please contact any of the offices listed below for the most recent copy of this form. Note: Comm 2 provides for a partial fee refund if a plan action has not been taken within the 15 days of receipt of all required information. 7. Appointment, Scheduling Information, and Plan Submittal Checklists. At this point in time appointment options for POWTS scheduling is not available. If you wish to schedule a review appointment in advance, call any of the full service offices. At the time of making an appointment, you may request review for a specific office or desired (beginning) date for review. You may also FAX the front page of this application and receive a FAX back with an Appointment Date, Transaction ID No. and Assigned Reviewer. Plans must be received in the office of the appointment no later than 2 working days before the confirmed appointment Non - scheduled submittals or submittals received without a confirmed appointment date and transaction number on the form may be assigned to offices other than the receiving office depending on reviewer availability. To obtain a submittal checklist call the material order unit at 608- 266 -1818 or one of the full service offices listed below Madison S &BD Hayward S &BD LaCrosse S &BD. Shawano S &BD Green Bay S &BD Waukesha S &BD 201 W Washington Ave 15837 USH 63 2226 Rose St 1340 E Green Bay 2331 San Luis Place 401 Pilot Court PO Box 7162 Hayward WI 54843 LaCrosse WI 54603 Shawano WI 54166 Green Bay, WI 54304 Waukesha WI 53188 Madison WI 53707 -7162 608 - 266 -3151 715 - 634 -4870 608 - 785 -9334 715 - 524 -3626 FAX: 920 492 -5604 Fax: 414- 548 8614 92 -5601 414 - 548 -8600 Fax: 608- 261 -6699 Fax: 715- 634 -5150 Fax: 608- 785 -9330 Fax: 715- 524 -3633 FAX: TDD 608 - 264 -8777 Email: haywardsch@ Email: lacrossesch@ Email: shawanosch@ Email: greenbaysch@ Email: waukeshasch@ Email: madisonsch@ commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us commerce.state.wi.us PAGELOF--1 MOUND SYSTEM FOR A�BEDROOM RESIDENCE LOCATED IN THE w 1/40F THE 1/40F SECTION _ I loW, TOWN OF C e S CnoC COUNTY, WISCONSIN. INDEX PAGE IA 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 PAGE 9 OF 9 PUMP PERFORMANCE CURVE PREPAF,E FO 225569 "! cbc�A PIIAA-\�Q � 19 a-aG * s� N-e� kAr.oAL , sy 0 1 7 PREPARED BY ' POWERS EX V TING INC. P. O.WT'S' Conditionally APPROVED 53 7 DEPARTMENT OF COMMERCE OMS{ Of AAFETY AND BUMWA 1969 185th AVE NEW RICHMOND, WISC. 54017 E O RESPO NCE 715- 246 -5135 '� (9 -1q -00 i WORKSHEET.- MOUND SYSTEM DESIGN PROBLEM: i Design a mound system for a cl �oc►� The site characteristics are. Depth to groundwater or bedrock .. $ in. Landslope _ % Percolation rate _ -,5 min. /in. Distance from dose chamber to distribution system /30 f t. Elevation difference between Dump and distribution system ft. Step 1. WASTEWATER LOAD = r o ©Yn (QM gal Step 2. SIZE THE ABSORPTION AREA A) Area required - &0D i 1, 2- � sq. f t. B) Bed or trench length (B) 0 1 ft. C) Red or trench width (A) n �, ft. Trenh spicing. Wastewater load .24 gal /ft /day B = ft• t e s Step -3. MOUND HEIGHT A) Fill depth (D) - ft. B) Fill depth (E) - D 4 slo a (AJf�'� _� ft. f .� :- I, C) Bed or trench depth (F) R •�j ft. D) Cap and topsoil depth (G)`- ft. E) Cap and topsoil depth * (H) _ ��� ft. Step 4. MOUND LENGTH A) End slope (K) D + ft. - E + F + H x 3 `�� 2 ' C-�- > 141# -f 1$3 tT flX3 ::1V d q B) Total mound 1 h (L) = B + ?_(K) _ �on ft. IMI Step 5. MOUND WIDTH Al) Upslope correction factor = �° " 177 ! �� A2) Upslope width (J) (D + F + G)(3)(factor) _ _ ft. C/ 4,V t 1) .3 n , 9 7 = $ . B1) Downslope correction factor = / Po" 1.03 82) Downslope width (I) _ (E + F + G)(3)(factor) = 9, ,ft. Co t 09 3t•1) 3 x 1, 03 o s Cl) Total axiund width (W) for bed J + A + I = 3 y c 3 ft. �.3+ C2) Total mound width (W) for trenches J + + (no. trenches -1)(c) + A + I = ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil = ! 5 , g4l. /ft /day r B) Basal area required = wastewater flow ' natural soil infiltrative- s S _ /aoo 1,2p sq. ft. I C1) Basal area available for bed for sloping sites = /��g� B x (A + I ) = sq :• ft. 84 X •(o + -r = l.2 6 y C2) Bas are avail le for trench for sloping sites = B W ` tJ + A 1 = sq. ft. C3) Basal area available for trench or bed for level sites = B x W = sq, ft. 4 G t \ V� a� Step 7. - DISTRIBUTION SYSTEM 7A) SIZE DISTRIBUTION SYSTEM I/ in. 1) Hole size 3� in. 2) Hole spacing = 3) Distribution pipe length a PT 4) Distribution pipe diameter = �i in. 3� in. 5) Spacing between distribution pipes = .-- 6) Distance from sidewall to distribution pipe _ g in. 1B) DISTRIBUTION PIPE DISCHARGE RATE 1) Number of holes per pipe A =-••— f 2) Flow per pipe ""�" 7 GPM 7C) SIZE MANIFOLD 1) Manifold is central/ end ` ft. 2) Manifold length a 3 3) Number of distribution lines =-- 4) Manifold diameter = 7D) SIZE FORCE MAIN PM 1) Minimum dosing rate = i n . 2) Force main diameter a. _.__ ft. 3) Friction loss / 7E) TOTAL, DYNAMIC HEAD 1) Vertical lift = 2) Friction loss = 3) System head 2.5 ft...- 1 d = j ft,i3. 4) Total dynamic head y CAA ��tzvvkk�z, 7F) PUMP SELECTION 13.`7 1) Pump selected will discharge - at - 43 - : - l't. total dynamic head. 2) Pump model and manufacturer i C� 0'�1 s y N , 7G) DOSE VOLUME 1) 10 times void volume�o�� i tribution lines �5 a gal. /cycle 2) Daily wastewater volume = 4 doses /24 hrs. _ I SZS gal. /cycle a* 3) Minimum dose volume 4 . Ia_ ��� #�Sd gal. /cycle 7H) DOSE CHAMBER 1) Minimum capacity required 75D gal. J CD a ot N 6 A' I c Do low — ------ r �k �1R� �� J�, - ra II q bs r Rfdl X21 ���dr� L � � m � PR�B+ti� 9L I I W�- � J f r �_ -. �b�4 � + I i � � LEI- ' � �, �� ref � � � 1 ' ,� l ; dl t i i� J � -- i t I I.. _ I i� 1 i i� Straw, Marsh Hay, Or • Synthetic Covering r �R 33 Distribution Pipe M m Sand r ZVI- . N Top�ll / % Slope Bed Of fir— 2 %2 Gorce Main Plowed Aggregate • Layer D Ft. Cross Section Of A Mound System Using E f� Ft. 'A Bed For The Absorption Area F -3 Ft. G 1_ Ft. A 6 Ft. N 1, S Ft. .yned: - - B ?-q Ft. cense Humber: K /O Ft. te: L 0 , Ft. � — ly - oo j 9,3 Ft. ° .a. Position Ft. of Ft. • �3, Force Main _ W �L Observation Pipe• /D. Z A 1 --1 Distribution. �ed Of %�— 2 2 �2 Pipe . Aggregate . i Observation Pipe Per'monenl Markers .. Plan View Of Mound Using A Bed For The Absorption Area i a P490 014 Perforated Pipe Deloll End View ) Patforalsd End Cap \ �' PVC Plpt e <�o �,oe • y NOW .:. � s Are Equolly $poc•a ' ��' ib 4 PVC Fore Maim Q PVC % Monilold Pip. • � '' mss:. ;��s" _ • • Du�riD �tion Alternate P'05111on 01 r , Pip! `force Alain L gat 4ould Be !, r. Neal To End Cap � End Cop " Ois1ribution Pipe L.ayoul P "Ft. ~ 3 $ - X _( Inches Y Inches Hole Diameter Inch Lateral ". Inch(es) Manifold "_ Inches �. For• ce Main " �lrL -hr3 # of holes/pip- Invert Elevation 'of LateralO Ft ,: SEPTIC TANK 6 PUMP dAMBER CROSS SECTION AND SPE Y1Lr�ii�av� 4 C:I VENT PIPE 12" MIN. ABOVE GRADE s EA HER PR APPROVED >_ 25.1 FROM.DOOR, WINDOW-OR FRESH AIR INTAKE WITH CONDUIT MANHOLE. COVE PADLOCK 8 FINISHED GRADE 4" CI RISER WARNING LABEL 6" MIN. -r 4" MIN. ABOVE GRADE !c it 18" IN. 611 MAX. INLET '\ GAS- t ' 1 'WATER TIGHT SEALS TIGHT i 1 SEAL APPROVED 11 BAFFLE - ALM JOINTS try/ CI CI PIPE n ; ON PIPE 3' ONTO 3 ONTO SOLID SOIL SOLID C ` RISER EXIT SOIL PUMP OFF ELEV. $7, FT• '' Y OAF PERMITTED ONLY D IF.TANK . MANUFACTURER .HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: NUMBER 'DOSES PER DA • Y: la,S'O 7Sa �: �Sers , ' TANK SIZES: SEPTIC )a5c) GAL. DOSE VOLUME INCLUDIN GAL.' DOSE `75� GAL. Z � 9 3L S ALARM MANUFACTURER: 1 ^p l � CAPACITIES: A MODEL NUMBER: B - 2 INCHES = oC / i 7 GAL. SWITCH TYPE: / 4S C PUMP MANUFACTURER: S MODEL NUMBER: W ° 3 }L D = _ (�, INCHES = $ �' GAL SWITCH TYPE: 1 REQUIRED DISCHARGE RATE 0 GPM PUMP S ALARM WIRING AS PER ILHR WAC FEET VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE 2. FEET + MINIMUM NETWORK SUPPLY PRESSURE 't' FEETi3y + /30 FEET FORCEMAIN X .119ZFT /100 FT. FRICTION FACTOR �. -• _ "rte FEET(.9,� ---- -- TOTAL DYNAMIC HEAD - � � ; ______• INTERNAL DIMENSIONS OF PUMP TANK: LENGTH �_� WIDTH DIAMETER _ CORRECTION NEEDED LIQ UID DEPTH -_ _ SEE_ CORRESPONDENCE . - - - - ..... r ; Goulds �( Q Submersible Effluent Pump 3885 APPLICATIONS • Overload protection must smooth operation. Slltcon' can be operated continuously Specifically designed for the • be provided in starter unit: bronze impeller available as without damage. Shaft: threaded, 400 series an option. - , , ,3 , a Bearings: Upper and following uses: ,a • Homes stainless steel. ■ Casing: Cast iron Volute lower heavy duty ball bearing Farms • Bearings: ball bearings type for maximum efficiency. construction. � ' upper and lower.. 2 NPTdischar a adaptable • Trailer courts � 9 P ■Power Cable: Severe duty • Power cord: 20 foot for slide rail systems. • Motels standard length (optional y rated, oil and water resistant. • Schools lengths available). u Mechanical Seal: SILICON Epoxy seal on motor end • Hospitals Single phase: CARBIDE VS. SILICON provides secondary moisture • Industry • % and '' /z HP - 16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket • Effluent systems Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three prong plug. BUNA -N elastomers. wicking. SPECIFICATIONS • % - 1'/2 HP -14/3 STO with ! 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 UL Underwriters Laboratories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 a Impeller: Cast iron, semi- ■ Designed for Continuous series stainless steel metal Operation: Pump ratings are open, non -clog with pump - parts, BUNA -N elastomers. within the motor manufacturer's • Temperature: out vanes for mechanical seal recommended working limits, 104 °F (40 continuous Protection. Balanced for 140 °F (60 °C) intermittent METERS FEET - • Fasteners: 300 series so stainless steel _ — SERIES: 3885 SIZE: 1 i • SOLIDS • Capable of running dry.. 25 8o WE1 RPM: VARIOUS without damage to - --► 5GPM - - components 70 N/Et H 5Fi 20 _ Motor so Single phase: _ - E0 - — - - �— • '/3 HP, 115 V, 200 V, 230 V, 15 5 0 60 Hz, 1750 RPM; 1 /2 HP, Z -- 115 V, 60 Hz, 3500 RPM; c 40 EO H '/ HP -1' /z HP, 230 V, a - 60 Hz, 3500 RPM. 10 30 E° _ • Built -in overload with. M E03L automatic reset. 20 • Class B insulation. l`( Three phase: t;.0 10 • '/2 HP - 1'/2 HP 200/230 OL 0 - 460 V, 60 Hz, 3500 RPM. 0 10 20 30 40 50 60 7 D eo 90 loo 110 120 130GPM • Class B insulation. 0 10 2 0 30 m CAP CITY 01995 Goulds Pumps Effective May. 1995 „ 83685 Wisconsin Department of Commerce SOIL AND SITE EVALUATION 3 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 5T C I 0\ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. If APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location I R LA+ e— Govt. Lot SQJ1 /4 5 r1 /4,S 3-3 T 3/ ,N,R 1" or) W Property Owner's Mailing Address Lot # I Block# I Subd. Name or CSM# a.Ito S* • - City State Zip Code Phone Number ❑ City Village Town Nearest Road �cl.mra^d w [Ya loh O °" ❑ New Construction Use: Residential / Number of bedrooms .� Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow & CO gpd Recommended design loading rate 5 bed, gpd /fe / s �� ._ trench, gpd /ft Absorption area required bed, ft trench, ft Maximum design loading rate 5 bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) W.AL qAL ft (as referred to site plan benchmark) Additional design /site considerations 97. dl Parent material 0 ,.w"ttcsh Flood plain elevation, if applicable N ft IF S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system El U IX S 1:1 U EIS 4 U ❑ S VN U [Is Z U ❑ S IOU SOIL DESCRIPTION REPORT 13 D' 6, -, 1\ 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 1 640 d0 r a •� •.-- -' Irl 5 !+ k m o �v 4 to A W-1 f 5'. (o 02 10 - 3e 1 /b r S. f a rr %k M 0 9-, ..J .,r � , 5, r � Ground n $ O ►h S�. hf1 I elev. A V _ eft. 3.4 / b y r . 5 5- S 44 D m rtn Depth to limiting factor Remarks: Boring # a Ground elev. Depth to limiting factor in. Remarks: CST Name (Ple Print) Signature Telephone No. 0 4 G, P646-AiCIA-S 7 15 Address Date CST Number PROPERTY OWNER l�Q �l e c�9�— SOIL DESCRIPTION REPORT Page _ _a of,- PARCEL I.D.# Boring Horizon Depth - Dominant Color Mottles Structure 2 g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 6 0 3 z — am sic m pf r aj elev. nd 3 " - f Depth to limiting facto 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) S a 'a S r l - n tt K SM : , -- _ CIO , : ll.10 - - ,2 1 L 5 j a � i, 5 . I rA 1_ _ i : : i i - Wisconsin Department of Commerce SOIL AND SITE EVALUATION 3 Division of Safety and Buildings Page of Bureau of . 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 ,�" T 1.� T" O � )( percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # t 7 I APPLICANT INFORMATION - Pleasettt,dll- irtfvrraffar"i ,. R viewed by Date Personal information you provide may be used for se 4y purposes livacy Law, §. 15.b4 (1) (m)). 6 _ ` Property Owner 1. • "...1 Property Location " C�t I LA I e Govt. Lot Sail /4 5e1 /4,S '3_3 T 3/ ,N,R 111or) W Property Owner's Mailing Address 1 ; Lot # Block# Subd. Name or CSM# City State Zip Code1 PhonAkaT�4(�n- 1 +a Nearest Road n ❑ City Village Town RI(A, rn c c,� t 5Yb '(,7I S) afb - S `1 ' l o i1 C1 " S T ❑ New Construction Use: ® Residential / Number of bedrooms _ Addition to existing building ;• Replacement ❑ Public or commercial - Describe: Code derived daily flow & CO gpd Recommended design loading rate 0 S bed, gpd /f? trench, gpd /ft Absorption area required bed, ft trench, ft Maximum design loading rate 5 bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) �ac.n 6.> ft (as referred to site plan benchmark) Additional design /site considerations l r �"� �+� °""� 47. 7 Parent material 6 (AA Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S U 1X S ❑ U ❑ S K U ❑ S D7 U ❑ S W1 U El S ro U SOIL DESCRIPTION REPORT Q0 A • 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 40 MAC v� A >tn f 5 ' • �v Ground 2 - w s elev. ®fit 5.\ (� n. r, e SJ9 41 f . Y j r V9 44 5 t^n m �� 5 Depth to limiting factor Remarks: Boring # C O' GO h IAZ W, I S , a o -A , e Ground ? ° ` 0QQ elev. _A ST C# j4X � Z Depth to ' y limiting factor W8, in. Remarks: CST Name (Plea-m-- Print) Signature Telephone No. C a lift -_ t. s 7�5 :2 516- 5 j.3.5 Address Date CST Number f ?6 9 ,_ !• VJ r crihsn� GtJ� .S"�d/ �� 0 0 �.� 6_53 7 PROPERTY OWNER G 4 �� ed •z SOIL DESCRIPTION REPORT Page of PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench o iy /O 3 d rn 5* M Vf Y LZ 5 . 4 Z o r s• Sbk h r w, , S L Ground 3 5 I Depth to limiting facto 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. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) ro ��Qw �iC.Yt�� 50 17 ` O —A " Top 44 stomp e-1 ,160 - V' - o� ! )" ok '1 'Dr Ise a5 t - �5 AV ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �� t R�ve A - Mailing Address 1 5-1 n� 1��CI1v�r�orle�, koT S �! Property Address SQ 1A� (Verification required from Planning Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION tip _ 0 9 1 _ �j 5-- &V0 Property Location SW 1 /q, -S ' /,, Sec. T LN -R I �O W, Town of v o Subdivision _, Lot # Certified Survey Map # , Volume —" - Wage # Warranty Deed # , Volume Page # (o o Z Spec house ❑ yes 0 no Lot lines identifiable 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 /wc, 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 threI=; te. &B,t 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. Lo /.-6/ OZD SIGNATURE 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. STATE BAR OF WISCONSIN FORM 3 -111!2 THIS SPACE RESERVED FOR RECOMWO DATA QUIT Cjtj DE �, 400&JI9 !0_ PAGE l'!K. L L w M b, L OPFICE ST. CRr_ ?IX CO., WI& k quitclaims to Gc'd. for Re =H 0& 16th I L ` c d,o�► o r A.D. 19 0 0.,. a ' G e at 3:30 P the following described real estate In S r o', �• a '�� County, State of Wisconsin: LO+' g Lti An 9 , CX S C 10 R �..; ' RETURN TO (;0"I he.tll 04 Fc e1 N of `(V L I Car Keg- of !.o $ lo�K `� ; V'.li014 of C 1ot�; Tex Parcel No 0 0 F« -i-o Pig ce. of b `N�. of s `�y o � Se C A •.om 33, �oLs:n sue• P 3 } ) T. G to _flso o, Q o.rcc ff A o- Corti. �� to (Q N o 46 N X00 Qet t►.Qr.c�, E i4a t= e�1' �.���� 5 loo F «�- +a Thia 5 _homestead property. (is) (is not) Dated this %V day of 1 l 0. r,-V\ 19 (SEAL) (SEAL) _(SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s STATE OF WISCONSIN I I + ss. St. Croix County. authenticated thi day of— 19 Personally came before me this th _ _day of March 1915. —the above named Gall Russell hutledse a %1>IA�at, Gail R. •• i; t t � ,�-- TITLE: MEMBERS TATE BAR OF WISCONSIN •• known to be tlye ger •• (if not, t who 6gecuted the THIS INSTRUMENT WAS authorized by § 708.06, Wis. StatsJ q g id • ythe same: I �(o me oin mstru of a ckn ~`f 1 , Wis. St BY — ,�/tit 0. ' -James ---- - - - - -- ___— ___. -_ - ____._--- __ - - -- No tary Public SJ 1` County. Wis. �- (Signatures may oe authenticated or acknowledged. Both My Commission is perm4Ms0j„ ((( „not, state expiration are not npcessary ) date' -. - --- 5VS�s5_�aX S _�. ts_@5 -.) 11 i 'Name, of p.y; 5n"s e gmrG �n any r,aP aci! cho:rr] ! i _ - - 228' NTF - -_ ii - 1�'hr= e1.,e��a ..;.y+y e• +res STATE BAR OF w +SCCNSIN !! OUiT ClA1M DEED Nei_a Foe s. p O. 8— 107.5 G.esr, aay. 'N! ^43A5.1'75 FARM Nn � —� 14,32 � ' Page 1 of 1 Pam Quinn From: Robert Bezek Sent: Wednesday, December 13, 2006 3:13 PM To: Pam Quinn; David Fodroczi Subject: RE: request to be witness Pam, Dave, We should only testify if subpoenaed. Bob Bob Bezek, Code Administrator I °� w St. Croix County Planning & Zoning I Q C - - - -- Original Message - - - -- ���� From: Pam Quinn S �J Sent: Wednesday, December 13, 2006 2:36 PM ✓� To: David Fodroczi; Robert Bezek Subject: request to be witness I have been asked to be a witness for a civil suit that has occurred as a result of a POWTS being installed across property lines. The plaintiff, Gail Rutledge (whose system extends onto his neighbor's property) is suing them to take a portion of their lot rather than remove part of his mound. Our office issued violation notices to Mr. Rutledge, but put them on hold because we were told the two parties were trying to resolve the problem via easement or other means. However, Gale Rutledge (the mound owner /plaintiff) feels that the land was always his — even though the platted lots in the Village of Cylon have documented dimensions that the plumber should have used in calculating the mound size. Anyway, am I allowed to participate as a witness or do I need some approval by Corp Counsel before agreeing to testify? There is a meeting tomorrow at the defense lawyer's offices in New Richmond and I didn't know if I can go. Thanks! Pamela Quinn, Zoning Specialist ( POWTS) St. Croix County Planning & Zoning Dept. 1101 Carmichael Road Hudson, WI pamq a,co.saint- croix.wi.us � 12/13/2006 SECTION 4. SP €CIAUZED WfflyA�NCE page 41 RETURN FEE REQUIRED REQUIRED KIND OFEYA�iSLScO REFERENCE PARTNERSHIP (Continued) Yes Yes (42) All partners transfer their total partnership interest In a RETN, 029 (February •1991) real estate partnership to another partnership. Q1 01 Up No No (43) •of.. quiet title Is referred to as a RETN, Q 1 a (June 1982) on orintarestIn real property. This legal action clarifies property Interests that are claimed to already exist, consequently such an action does not convey property interests. RAILROAD Yes No (44) (a) A railroad which records with the Secretary of State RETN, 019 (January 1992) Is not required to pay a fee later when recording with the county. Yes Yes (b) A deed representing a railroad conveyance, or a RETN, 06 (May 1985) copy of such record, recorded In the Register of Deeds oMce Is subject to the real estate transfer fee law. RELOCATION INDUSTRY Yes Yes (45) If the rWocadon company the deed received by RETNs, 019 (January 1987), it from the person relocated, a feeds due. Another fee is 017 (February 1991), 01 (Jan- due when the ultimate purchaser records their deed. If uary 1992) only one return Is bled, the fee would be based upon the sale price to the ultimate buyer. REMAINDER INTEREST Yes Yes (46) Conveyances of a remainder Interest In real property. Tax 15.03(8), Wis. Adm. Code SHERIFF'S_SALEE (47) Conveyances by means of a sheriffs sale. Tax 15.03(2), Wis. Adm. Code & RETNs, Q16 (March 1983) & 02 Yes Yes (a) Where the grantee is third party with no prior interest (January 1992) In the deed or mortgage. Note: No exemption from DILWs Rental Weatherization Program. I dL r v O C) p a ca Coo too x �� a aD 3O' Q o 1 e m 2 o D a mE r a m C 1p � � O �• � � E9 o QN O � N S� to CL A o . W � $ �°Q ? o =. coo i A tb' m c� o D o pp 2, 3 :-q cr t- s 2 oD� o � +c am► ' - ,...L� �.. 41� p m OD N G C H ? A O y N m -b N� 06 'gy �N-m C C,; 0 2 cv m 23 0 30 a ?o m o 0-0 m 1 1 3 a s CL cx o O N O O m t " ? m p O -, % = 0 CL a 3 m o=� 0 0 a 1 N O =� O m C ran 0 ID m �o A �o �� m� Cc ��c N N " � .7 m -� C C r -� m co X �' ( °� m A X o �r O CL N fill Z0 .. O O m N 'O'er C- `ry S j • :0: w 7 D c Cm's � O � m A P CL S z� '� o a o C 0°« 3 3 ° C�� N_ m 00 fJm mST N m v N fa Z C W c a r N L(D m 0 CD im r« m N O N O D m O fA OD N 0 �S ?i.a N m co 0 7 � A o w► c m o� gg W n .� ! 0 4 1 m CD M a l I = D CL m W a g r ,��•�3 g. 1D� ° m m r3 N 0 N? {n N 4 _ 4p O 9 ^ 0 m O 0 C N d 0' . 0o� ' � � � C N� NO N N� ..�] co N ^ FL fD go A 0 m m CL ar mA N N v v d c o 1& CL 7 .+ , =r rl cp .01x COUNTY J _ PLANNING & ZONING FAx MEMO DATE: T O: Code Administrati FAx NUMBER: 715 - 386 -4680 Landlnformati FROM: la i-�A ( (Vu fh n Planning FAX NUMBER 715- 386 -4686 715 -386- 4 PHONE NUMBER: Rea rop erty - 386 -4677 Re ling NUMBER OF PAGES, INCLUDING COVER SHEET: 71 6 -4675 RE: Adve--r-5'-e- Sr CRO /X COUNTY GOVERNMENT CENTER 110 1 CARM/CHAEL ROAD, HUDSON, WZ 54016 715 386 FAX PZ@ CROIX.WI.US WWW.CO. XWX.WI. ST. CROIX COUNTY 4 ,� WISCONSIN PLANNING & ZONING OFFICE / / N / N N N N �� r�■ �r CO UNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 November 17, 2005 Gail Rutledge 1819 226`" Street New Richmond, WI 54017 BCC: Walter& Linee Tudahl, Owners of lot 10 RE: P Notification for Non - compliant POWTS, Town of Cylon Lots 8 & 9 of Block 5, Village of Cylon Parcel # 006 - 1091 -95 -000 (Computer #33.31.16.611) Dear Mr. Rutledge: You were notified on 7/20/05 that your Private On -site Wastewater Treatment System ( POWTS) is in violation of St. Croix County Ordinance Chapter 12.1F4(g) and State of WI Comm 83.43 (8), which requires POWTS treatment, holding and dispersal components to be located so as to provide the minimum horizontal setback distances from the nearest property line(s). As previously stated, the 1884 plat of the Village of Cylon documents each of your lots as being 50' wide x 142' long, so your total property width is 100 feet. These individual Village lots are considered "non- conforming" under current zoning code; however they pre -dated the zoning ordinance and are allowed to remain unchanged. The mound, as constructed, is 104.4 feet long and extends across the property line onto lot 10, which is deeded to Walter Tudahl. The minimum setback from either the mound's toe or the interior distribution cell is 5 feet off any property boundary. Mound reconstruction will remove a portion of the existing POWTS and will not require the same weather conditions as a new installation. This project may be undertaken at any time after state approval is received. In my July 20, 2005 letter you were instructed to get the mound re- construction completed prior to November 1, 2005. In a subsequent telephone conversation, you notified us that you were trying to establish ownership and would therefore not need to move the mound. I informed you that we would wait until the ownership dispute was settled, however, the 1884 Village of Cylon Plat lot dimensions and property descriptions are documented and still enforceable. Since a county zoning ordinance violation exists, code enforcement action will be taken if necessary to ensure that the POWTS is brought into compliance with all county and state requirements. The mound will have to be re- designed to comply with minimum property line setbacks, which will require a revised mound plan be reviewed and approved by the Safety & Buildings Division of Wisconsin Dept. of Commerce. The reconstruction plans must be submitted to the state by a licensed plumber /designer by December 15, 2005. An application for repair of a POWTS must then be submitted to our office immediately after the plan has been approved by the Dept. of Commerce. Please be advised that fines and/or forfeitures of not less than $100.00 and more than $500.00 per day everyday the violation exists will be assessed if plans have not been submitted by the above stated deadline. Sincerely, / Pamela Quinn Zoning Specialist Cc: Tom Dorsey, Town of Cylon Chairman Cal Powers, POWTS Installer Robert Bezek, Code Administrator Jim Reikiington, Atty. (2!1--, Message Page 1 of 1 Pam Quinn From: Jennifer Emmerich Sent: Tuesday, October 11, 2005 11:42 AM To: 'office @stjosephamery.org' Cc: Pam Quinn Subject: RE: Code Violation Lenee' If the issue is not resolved by November 1, 2005, staff will be moving forward with citations to assist in achieving compliance. If you have any other questions, please contact me. Thanks, Jenn Emmerich St. Croix County Planning & Zoning 715 - 4680 - - - -- Original Message---- - From: St. Joseph Church - Office ( mailto:office @stjosephamery.org] Sent: Monday, October 10, 2005 1:24 PM To: Jessie Nye Subject: Code Violation Good afternoon, I have spoken with Pam several times regarding our neighbor, Gail Rutledge (Cylon). We are aware that he was issued a letter stating he is in code violation and is to move his mound system off of our property by November 1st. We have seen nothing happening to this point. What is the solution if he fails to comply? Please let me know. Thank you, Lenee'Tudahl Parish Secretary St. Joseph Church Amery, W1 54001 Phone 715 -268 -7717 Fax 715 - 268 -9986 offlce@syosephamety.org http: / /www.stjosephamery.org 10/11/2005 Owner: Rutledge, Gail Computer #: 006 - 1091 -90 -000 Address: Parcel #: 33.31.16.610 611 Unknown Municipality: Cylon, Town of Address: 1819 226th Street New Richmond, WI 54017 0810812005 Van Dyke, Hank Jenn Emmerich Attorney for Tudahl's called with questions regarding lot splits and creation of new non- conforming lots. There is currently a civil action on part of Rutledge to take 25 ft. of Tudahl's lot 10 to allow his mound to remain where it is. ST. CROIX COUNTY * � WISCONSIN PLANNING & ZONING OFFICE rout_ COUNTY GOVERNMENT CENTER 1101 Carmichael Road +•N•' _� -�— —�--" Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 July 20, 2005 Gail & Collette Rutledge 1819 226 Street New Richmond, W BCC: Walter Tudahl, adjacent land owner RE: 2 o i ica - p ian S, Town of Cylon Lots 8 & 9 of Block 5, Village of Cylon Parcel # 006 - 1091 -95 -000 (Computer #33.31.16.611). Dear Mr. & Mrs. Rutledge: You were notified on 7/12/05 that your Private On -site Wastewater Treatment System ( POWTS) is in violation of St. Croix County Ordinance Chapter 12.114(g) and State of WI Comm 83.43(8), which requires POWTS treatment, holding and dispersal components to be located so as to provide the minimum horizontal setback distances from your property lines. You were instructed to contact me regarding this situation, but thus far I have received no phone calls or letters from you. The state- approved mound plan was based on erroneous information and the mound was installed on property not in your possession. No verbal or written approval was obtained from the neighboring property owner to allow use of a portion of lot 10 for your POWTS. According to Leroy Jansky, Regional Wastewater Specialist for the Dept. of Commerce, the mound will have to be re- designed to comply with minimum property line setbacks. We have a copy of the 1884 plat of the Village of Cylon on file that shows the individual lots are 50' wide x 142' long. Lot 8 & 9 can only have a total width of 100 feet based on this plat. No other surveys of your lots are recorded to show any changes in the original Village Plat lot lines. Please be aware that the legal theory of adverse possession or "quiet title" is now referred to as a declaration of interest in real property. This action does not convey property interest, regardless of any landscaping or other improvements (such as a portion of a POWTS) made to the existing properties. It is important to correct this situation during the 2005 construction season, which means a new mound design must be submitted, approved by a Dept. of Commerce plan reviewer, and installed prior to November 1, 2005. Since a county ordinance violation exists, code enforcement action will be taken if necessary to ensure that the POWTS is brought into compliance with all county and state requirements. Please contact me at this office by July 30, 2005. Sincerely, Pamela Quinn Zoning Specialist Zoning Specialist Cc: Tom Dorsey, Town of Cylon Chairman Cal Powers, POWTS Installer Jennifer Emmerich, Code Enforcement Officer J' Remington, Atty. file Lam- _ - °°- �,--- _._ -- ST. CROIX COUNTY WISCONSIN PLANNING & ZONING OFFICE �\ ifN / /NON■ ru�r COUNTY GOVERNMENT CENTER 1101 Carmichael Road AM f " _ -• — """' Hudson, WI 54016 -7710 _ (715) 386 -4680 FAX (715) 386 -4686 July 20, 2005 Gail & Collette Rutledge 1819 226 Street New Richmond, WI 54017 RE: 2" Notification for Non - compliant POWTS, Town of Cylon Lots 8 & 9 of Block 5, Village of Cylon Parcel # 006 - 1091 -95 -000 (Computer #33.31.16.611) Dear Mr. & Mrs. Rutledge: You were notified on 7/12/05 that your Private On -site Wastewater Treatment System ( POWTS) is in violation of St. Croix County Ordinance Chapter 12.1F4(g) and State of WI Comm 83.43(8), which requires POWTS treatment, holding and dispersal components to be located so as to provide the minimum horizontal setback distances from your property lines. You were instructed to contact me regarding this situation, but thus far I have received no phone calls or letters from you. The state- approved mound plan was based on erroneous information and the mound was installed on property not in your possession. No verbal or written approval was obtained from the neighboring property owner to allow use of a portion of lot 10 for your POWTS. According to Leroy Jansky, Regional Wastewater Specialist for the Dept. of Commerce, the mound will have to be re- designed to comply with minimum property line setbacks. We have a copy of the 1884 plat of the Village of Cylon on file that shows the individual lots are 50' wide x 142' long. Lot 8 & 9 can only have a total width of 100 feet based on this plat. No other surveys of your lots are recorded to show any changes in the original Village Plat lot lines. Please be aware that the legal theory of adverse possession or "quiet title" is now referred to as a declaration of interest in real property. This action does not convey property interest, regardless of any landscaping or other improvements (such as a portion of a POWTS) made to the existing properties. It is important to correct this situation during the 2005 construction season, which means a new mound design must be submitted, approved by a Dept. of Commerce plan reviewer, and installed prior to November 1, 2005. Since a county ordinance violation exists, code enforcement action will be taken if necessary to ensure that the POWTS is brought into compliance with all county and state requirements. Please contact me at this office by July 30, 2005. Sincerely, Pamela Quinn Zoning Specialist Village of Cylon Plat surveyor notes transcribed: I, Alfred Pierce, do hereby verify that I surveyed and have mapped the land indicated on the written map by the order and direction of Robert S. Beebe, Sylvester S. Beebe and Michael McNamara. That said land so surveyed is situated in the County of St. Croix and State of Wisconsin, and is described as follows to wit; Commencing at the Quarter Section stake on the south line of Section No. Thirty Three (33) in town No. Thirty one (3 1) North of Range No. Sixteen (16) West in said County, thence East Four Hundred and six (406) feet, thence North Eleven hundred and forty six (1146) feet, thence West Eight hundred and twelve (812) feet, thence South Eleven hundred and forty six (1146) feet, thence East four hundred and six (406) feet to the place of beginning and (all in the ?) - - -- South East quarter of the South West quarter and the South West quarter of the South East quarter of said Section. That the written map is a correct representation of all the exterior boundaries on the land so surveyed, and on the divisions thereon made. That I have fully complied with the provisions of Chapter (101) of the Revised Statutes for Surveying subdividing and mapping the same. Witness my name this 10 day of September, 1884. Alfred Pierce, Surveyor We, the undersigned owners of the land within mapped and described on the certificate of Alfred Pierce, surveyor... State of Wisconsin County of St. Croix County Be it remembered that on this 22 day of September A.D. 1884 before me personally came Robert S. Beebe (widower), Sylvester S. Beebe and Maria H. Beebe, his wife, Michael McNamara and Catharine McNamara, his wife to me well known to be the persons who executed the surveying certificate and acknowledged the same to be their free act and deed. Mathew Lapham, Justice of the Peace RECEIVED NOV 2 2 2005 ST. CROIX COUNTY ZONING OFFICE REMINGTON LAW OFFICES 126 SOUTH KNOWLES • P.O. Box 177 • NEW RICHMOND, WISCONSIN 54017 • 715/246 -3422 • FAx 715/246 -2650 JAMES T. REMINGTON JUDITH A. REMINGTON November 21, 2005 Ms. Pamela Quinn, Zoning Specialist St. Croix Countv Planning & Zoning Office ST. CROIX COUNTY GOV'T CENTER 1101 Carmichael Road Hudson, WI 54016 RE: Our Client: Gail Rutledge Parcel No.: 006 - 1091 -95 -000 Dear Ms. Quinn: Please be advised that this office represents Gail Rutledge. As you know, there is an on -going boundary line dispute that is pending in St. Croix County Circuit Court, see, e.g. Case No. 05 CV 515. Depositions have been recently taken in that case and settlement discussions are ongoing. The Tudahls are represented by Attorney Henk Van Dyk (715/246- 6806). It is entirely probable that a resolution of that case will obviate the need for your office to take any enforcement action. Accordingly, I ask that you and/or Mr. Timmerman's office withhold taking any action, pending resolution of those proceedings. If you have any questions, do not hesitate to contact my office. Sincerely yours, REMINGTON LAW OFFICES, LLC James T. Remington JTR:clb cc: Mr. Gail Rutledge Mr. Gregory A. Timmerman REMINGTON LAW OFFICES 126 SOUTH KNOWLES • P.O. BOX 177 • NEW RICHMOND, WISCONSIN 54017 • 715/246 -3422 • FAx 715/246 -2650 JAMES T. REWNGTON JuDrrH A. RmxwoN November 16, 2005 Mr. Gail Rutledge 1819 — 226 Street New Richmond, WI 54017 RE: Rutledge v. Tudahl Dear Gail: This letter confirms our conversation at Attorney Van Dyk's office. I advised you to measure the distance between the south edge of your house and the southern edge of your LP tank. Please let me know what that distance is. Please also measure to the center of the lilac patch and let me know what that distance is, as well. In my view, the case can (and should) be settled on the following basis: 1. That Tudahls deed a strip of land to you for the width such that the LP tank is contained within your property line. Ideally, we Qan negotiate a width of land that S takes us to the middle of the lilac patch. 2. We negotiate an easement, if necessary, for your mound system such that nothing needs to be done to make that into a "conforming" system. 3. For purposes of our initial offer, no consideration (money) should be paid by you to the Tudahls to settle this case. Mr. Tudahl indicated that you had offered $500 in previous discussions. I do not think we should offer any money at this point. 4. I will to draw the deed once we determine the width of the parcel to be conveyed from Tudahls to you. I can also draft some language regarding an easement for the use of your mound system. B efore doing so, however, I would need to have me commumcatlon with the zoning office to make sure that the easement language met with their scrutiny. In sum, I do not believe that this case merits continued litigation with its attendant and on -going costs. As you know, from paying my interim monthly bills, these actions can be quite expensive. So long as you get the title straightened out, I think you should authorize me to continue these Mr. Gail Rutledge November 16, 2005 Page 2 negotiations and, hopefully, settle the case within the next couple of weeks. If you "lose" land on the south, you can easily "make up" land to the north of your house. Please drop me a note or call me at your convenience. Sincerely yours, REMINGTON LAW OFFICES, LLC emington JTR:clb REMINGTON LAW OFFICES 126 SOUTH KNOWLES • P.O. Box 177 • N EW RICHMOND, WISCONSIN 54017 715/246 -3422 FAx 715/246 -2650 JAMES T. REM 14GTON JUDITH A. R EMINGTON November 21, 2005 Mr. Hendrik . Van Dyk VAN DYK, O BOYLE & SILER, S.C. 201 South wles Avenue New Richmo d, WI 54017 RE: Rutledge v. Tudahl Case No. 05 CV 515 Dear Henk: Gail has measured from the house to the edge of the LP tank. The measurement is a pproximately 21'/2 feet If we assume that the surveyed line is four feet from the house, Gail is prepared to settle this case for a deed from the Tudahls for 20 feet. I recognize that the Tudahls authorized you to extend their offer for 16 feet. Unfortunately, that would not even get us beyond the LP tank. I am, therefore, assuming that your clients are prepared to execute a deed for 17 feet. It has taken me some amount of persuasion to convince Gail that he does not need an additional 25 feet. In other words, I believe that 20 feet is an appropriate compromise in that it may be 2 feet more than the Tudahl's want to give and five feet smaller than the parcel that Gail desires. In sum, I think we can settle this case for a deed for a parcel 20 feet in width and some language regarding the mound system so that the Zoning Office is satisfied. Please let me know your thoughts. Sincerely yours, REMINGTON LAW OFFICES, LLC �c;4 James T. Remington JTR:clb cc: v4. Gail Rutledge ST. CROIX COUNTY WISCONSIN PLANNING & ZONING OFFICE COUNTY GOVERNMENT CENTER 1101 Carmichael Road �•'� Mme- _ . r. --� "' Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 July 11, 2005 Gail & Collette Rutledge 1819 226 Street New Richmond, WI 54017 RE: Non - compliant POWTS, Town of Cylon Lots 8 & 9 of Block 5, Village of Cylon Parcel # 006- 1091 -95 -000 (Computer #33.31.16.611) Dear Mr. & Mrs. Rutledge: This is to notify you that the Private On -site Wastewater Treatment System ( POWTS) installed on 9/13/2000 is in violation of St. Croix County Ordinance Chapter 12.1F4(g) and State of WI Comm 83.43(8), which requires POWTS treatment, holding and dispersal components to be located so as to provide the minimum horizontal setback distances outlined in Table 83.43 -1 (see enclosure). The approved permit application was based on an erroneous plot plan that indicated the lot dimension was 115 feet wide. According to the plat of the Village of Cylon, the individual lots are 50' wide x 142' long and, with two lots, the total width is only 100 feet. The mound design specified a total length of 104.4', which exceeds the size of your lot. To remedy this violation, either a sanitary easement will need to be obtained from the neighboring property owner on lot 10 or the mound will have to be re- designed to comply with minimum setbacks. For the latter option, a repair permit application must be submitted to the county along with a state- approved mound plan for the proposed changes. It is important to correct this situation as soon as possible. You must contact me at the telephone number listed above as to which option you will be pursuing within one week of date of this letter. Should you have any questions, please contact me at this office. Pamela Quinn Zoning Specialist (Enc.) Cc: Tom Dorsey, Town of Cylon Chairman Cal Powers, POWTS Installer nnifer Emmerich, Code Enforcement Officer !file St. Croix County Planning and Zonin Monday, July 11, 2005 at 9:32:06 AM Detail Sanitary Information Page 2 oft Computer #: 006 - 1091 - 90-000 Sub /Plat: Village of Cylon Section: 33 Parcel #: 33.31.16.610 611 Lot: 8 &9BIk 5 TN /RNG: T31 N R16W Municipality: Cylon, Town of CSM: 1/4 1/4: SW 1/4 SE 1/4 Owner: Rutledge, Gail 1819 226th Street New Richmond, WI 54017 State Permit: 363938 Issued: 06/30/2000 POWTS Dispersal: Mound 24" or more suitable soi Permit: Replacement County Permit: 0 Installed: 09/13/2000 POWTS Detail: NA Bedrooms: 4 WI Fund: No POWTS Pretreatment: NA Notes Inspector As Built Plumber Other Requirements Additional Notes Money Owed Kevin Grabau >4/1/00 - Not Required Powers, Calvin Lots 8 [ 006- 1091- 90 -000; 33.31.16.610] & lot 9 $0.00 Signed Off: Yes [006- 1091 -95 -000; 33.31.16.611] in Block 5 of Village Plat, dated 1897. Pam Quinn NA Powers, Calvin 7/8/05 - owners of adjacent lot 10 have informed $0.00 Signed Off: No county that the mound extends 15' over the property line. Lots are 50' wide and Rutledge owns 2 lots, so 100' maximum width. Cal used 115' lot width on his plot plan and mound total length is 104.4'. Will send owner a letter directing them to obtain a sanitary easement from neighbors or have portion of mound removed, with repair permit and re- design to stay within property setbacks. Maintenance Scheduled Pump Date Pumped 1 st Notification 2nd Notification 3rd Notification 9/13/2003 04/01/2004 6/30/2005 Notes Inspector As Built Plumber Other Requirements Additional Notes Money Owed Kevin Grabau >4/1/00 - Not Required Powers, Calvin Lots 8 [ 006 - 1091- 90 -000; 33.31.16.610] & lot 9 $0.00 Signed Off: Yes [006- 1091 -95 -000; 33.31.16.611] in Block 5 of Village Plat, dated 1897. Pam Quinn NA Powers, Calvin 7/8/05 - owners of adjacent lot 10 have informed $0.00 Signed Off: No county that the mound extends 15' over the property line. Lots are 50' wide and Rutledge owns 2 lots, so 100' maximum width. Cal used 115' lot width on his plot plan and mound total length is 104.4'. Will send owner a letter directing them to obtain a sanitary easement from neighbors or have portion of mound removed, with repair permit and re- design to stay within property setbacks. Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 9/13/2003 04/01/2004 6/30/2005 N O W � JIM v 2000 i O N 1900 187th Ave. ; Cylon 0 Wcon 1 rd ® [Tp �� 184th Ave. Av 7'ii Ave. 181 Ave. fi S 1800 Deer Park Road Al 200th Street 1A -F 180th Avenue F1 N Gust Road B1 203rd Street 1A,C 181st Avenue F3 4t Lagoon Drive B2 215th Street 2F 182nd Avenue F3 Polk/St. Croix Road A1,6 217th Street 2B 183rd Avenue F3 E 220th Street 2A -E 184th Avenue F4 222nd Street 3D 187th Avenue F5 224th Street 3F 200th Avenue 132-6 S 226th Street 3F 205th Avenue D3 227th Street 3F 207th Avenue D1 230th Street 36-C 210th Avenue C1,3 235th Street 4A,F 215th Avenue C1,6 246th Street 5F 218th Avenue C2 250th Street 5A -D 220th Avenue 61 252nd Street 6A 221 st Avenue B6 255th Street 6E 222nd Avenue 62-4 257th Street 6F 230th Avenue A6 Cyl011 260th Street 6F 235th Avenue A2,4 -5 236th Avenue Al Page 6 238th Avenue A2 Village of Cylon Plat surveyor notes transcribed: I, Alfred Pierce, do hereby verify that I surveyed and have mapped the land indicated on the written map by the order and direction of Robert S. Beebe, Sylvester S. Beebe and Michael McNamara. That said land so surveyed is situated in the County of St. Croix and State of Wisconsin, and is described as follows to wit; Commencing at the Quarter Section stake on the south line of Section No. Thirty Three (33) in town No. Thirty one (3 1) North of Range No. Sixteen (16) West in said County, thence East Four Hundred and six (406) feet, thence North Eleven hundred and forty six (1146) feet, thence West Eight hundred and twelve (812) feet, thence South Eleven hundred and forty six (1146) feet, thence East four hundred and six (406) feet to the place of beginning and (all in the ?) - - -- South East quarter of the South West quarter and the South West quarter of the South East quarter of said Section. That the written map is a correct representation of all the exterior boundaries on the land so surveyed, and on the divisions thereon made. That I have fully complied with the provisions of Chapter (10 1) of the Revised Statutes for Surveying subdividing and mapping the same. Witness my name this 10 day of September, 1884. Alfred Pierce, Surveyor We, the undersigned owners of the land within mapped and described on the certificate of Alfred Pierce, surveyor... State of Wisconsin County of St. Croix County Be it remembered that on this 22 day of September A.D. 1884 before me personally came Robert S. Beebe (widower), Sylvester S. Beebe and Maria H. Beebe, his wife, Michael McNamara and Catharine McNamara, his wife to me well known to be the persons who executed the surveying certificate and acknowledged the same to be their free act and deed. Mathew Lapham, Justice of the Peace