Loading...
HomeMy WebLinkAbout038-1219-05-000 F — Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420791 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: ytir�oii' Grand Properties L.P. I Star Prairie Township O 3$ r l0(,4 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 4:1 4-)ej t3". W_ I .�ir�•• - C S i 16.31.18. TANK INFORMATION ELEVATION DATA 54 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic v Benchmark � �:.� Dosing Alt. BM rota �C> 5'f Aeration Bldg. Sewer Holding St/Ht Inlet T34 qa • g r� TANK SETBACK INFORMATION St/Ht Outlet �•— g�• /O TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic = Dt Bottom Dosing, , Header /Man. - ( Aeration Dist. Pipe oa Holding Bot. S 0.09 Final Grade PUMP /SIPHON INFORMATION Manufacturer .�"'> Demand St Cover /D) •G 5- � �, j . yV GPM c� (P T Model Number JZ- �c / �� a. TDH Li Fric 'on Loss System Head TDH ( Ft / •9� . 7 3 . Z S�`` JB. Q� /D / 7 63 t Forcemain LLe n g �� Dia, Dist. to Well ` SOIL ABSORPTION SYSTEM 'f cc4, . -c(.f „ ) '41- c,, , ,� • V BED/TRENCH Width Length No. Of Trenchesf PIT DIME SIONS No. Of Pits Inside Dia. ,., liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEA(, Manufacturer: INFORMATION CHAMBER -Ot3 Type Of System 1 q �� UNIT Y ., Modet�nbe yam' DISTRIBUTION SYSTEM Header /Manifold Distribution ���' x Hole Size x Hole Spacing Vent to Air Intake : s) Length 3 Dia p I Length iPe( C.. t°; Dia I Spacing �( 0 �V SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over , Depth Over xx C Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center �� rj Bed /Trench Edges 1. Topsoil r Yes , j No L!] Yes ] No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / /05 Inspection #2: / 1 '7 / 03 Location: 2186 Cty Rd CC New Richmond, WI 54017 (NE 1/4 NE 1/4 16 T31 R1 8W) Britt's�Wa L t _Pa No: 16.31.18. 1.) Alt BM Description = s• ! !'� �'l� L' O•W ' " 0 /I Yt_ 2.) Bldg sewer length - amount of cover = (41 `Y 3.) Contour= Plan revision Required? Yes. ; No ��O �7 V SBD - 6710 se other side for additional in for r do (R.3/97) Date Insepctoes Signature Cart. No. Pj e, 1 Z y o Ll -c -a 3 Cta'r Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 QA[ I: Visconsin Madison, WI 53707 - 7162 Site Address Department of Commerce a I 8 _ GC1 N� , Sanitary Permit Appli ' C Sanitary P42D491 In accord with Comm 83.21, Wis. Adm. Code, personal ' orma �E ❑ Check if Revision may be used for secondary purposes Privac Law s15. 1 m I. Application Information - Please Print All Information State Plan I.D. Number APP 1 4 2003 *2_5f, --1 Property Owner's Name Parcel Numbe r ST. CROIX COUNTY .A N10 Pg ce7-(F"S L, P, ZONING OFFICE I - (��) Property Owner's Mailing Address y� Pro Loca 7 - 71Z � 1 tlf+e0 S /. Sir % /_= ©0 k f u I A; S T N.R City, State Zip Code Phone Number Lot Ngber Block Number Subdivision Name CSM Number y# jE,esET 5 S 715_ - av7 ,F9V & 177 W J D II. Type of Building (check all that apply) 3 .4 ( xr S wb ❑City i or 2 Fancily Dwelling - Number of Bedrooms ❑Village ❑ Public/Commercial (Desc� ri�� RTownship TI+R PRRIRF ❑ State Owned Nearest Road M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A For County use 1 2 New 2 Replacement System 3 ❑Replacement of 6 ❑ Addition to System Tank Only Existing System B. ❑Check if Sanitary Pemrit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 21N Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' ersaAMM atment Area Information: Design Flow (gpd) Dispersal ea Dispe Soil Application Percolation Rate System Elevation Final Grade CIO 0 Requir Propo Rate( Gals. / Days /Sq.Ft.) (Min./Inch) Elevation VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tactic 0 D O Dp I ,_ E K s C, P. Dosing C harnber $Q $D 1 t E,CS C. A '` V. Resp onsibility Statement- I, the undersigned, assume responsibility for inst II P allatlon of the POWTS shown on the attached plans. Plumber's Name (Print) Pltmbees § ignalum MP/MPRS Number Business Phone Number 760A) 0N ScHM IT7 a2� 3 7 & 0 Plumber's Address (Street, City, State, Zip e) 6 16 /-5 �tl c 50,Wt: e5 c/ h).T S'7`D VIII. County /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge F�f ) ❑ Owner Given Initial Adverse y1 3z .� Determination IX. Conditions of Approval/Reasons for Disapproval rat r ad l4 �l 5 a w� ►� ��s 5 v � p "plete Plana (to the County only) for the system on paper not less than 81/2 x 11 Inches an size � q IaJ�M� -Cf SBD -6398 (R. 0510�1 1 r 67 -�S c T�' �. CC N s SC A I-E !'= -va' ........................ . PROPOS60 w EU - i DR,q E w Aq PRovcs� �a2�4� , � .� ��ecoa► , U - / fc3 ©o - 6PL S cv / Z ABEL A J0O g�o SLOP + }— g 3 arm g00 GAS P• c: 3 100FT, Q8 ' BIYtM Ioc? PiZOD02T1� LI njE X R 4 AnDgND _ in = T ©w o F a Pv c P,Pc ,L. _ IDO.lnc At / . A m - r o P o r a C. - qq, 7s _ CoN QUR LINE CL� SY.5 tm o. o __ y ORn D- o PrR:� N _ 504m TT . 7 a R�v4910 s . Ju,TF boo /SDT hF A ve, sopnep -5.57 - i IAA A 11 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Visconsin uvww . commerc .wis ons Department of Commerce www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary March 10, 2003 CUST ID No.223760 ATTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/10/2005 Identification Numbers Transaction ID No. 844256 SITE: Site ID No. 656367 Grand Properties / Mike Germain Please refer to both identification numbers, County Road CC above, in all correspondence with the agency. Town of Star Prairie St Croix County NE1 /4, NE 1/4, 516, T IN, RI 8W Lot: 5, FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 893996 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: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01/01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption COnM area. chs. NR 811 & 812c APPRI • A Sanitary Permit must be obtained from the county where this project is located in accordance with the E RTMENT0 OF 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 theSEE CORRES designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat JOHN F SCHMITT Page 2 3/10/03 • Comm 83.22(7) 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with'the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construct ion /instal lat ion /operatio n. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 J ��? Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce. state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 w ��V SCLIMITT & SONS EXCAVATING Fr�✓Fp 586 Valley Kew Trail (1 MAk ° Somerset, WI 54025 715 - 549 -6651 , r B� pis p MOUND .SYSTEM For: R A b PRo PE 811 E s L . P. Address: 7/ Z P t y 4 k. 9) -S7 5 u i i E 100 SO m e- 2S 6C i � S � 6 731 ,Aj R 1 � W Township: sj A g P A t k E County: 57 CoE O Y ten is Page I Plot Plan Page 2 System Cross Section Page 3 Pipe Lateral Layout Page 4 Dosing Chamber Page 5 Pump Curve Page 6 Management Plan Attachment I Soil Evaluation Report Attachment 2 Mound Component Manual (Version 2.0) SBD -10 691 -P(N. 01/01) Pressure Distribution Component Manual Version 2.0 P ( ) SBD- 1070(1 -P(N 01/01) By: f MPRSW a37 &0 Date: Z NED coft fERtg �s PONOEvc A4-6 1 e• L, o.T CrY P.O C C a ' R�P�C'r'y L� nri� 3etr\r�t' ®Pcs - Pa ro ELL p9rvrWAq 0 GAL i ZMEL A - /oo 96 -, 98.7 X -79 fnDt/ND 4M = r ®Q I�, 7s' C� s�m r _ EL Y 5c)4ni r 7 . 7 14 R i5 ti vE. sfl�'J.E,e,sc`"7" r 1 __ __ __ __ __ __ _ __ __ _ _._ __ __ __ _____ __ _ _ __ __ _._ __ ...... .... .............._ .............. . __ __ _. __ _ __ .... _.... _ ........ __ _ __ ____ __ ___ __ _ ____ __ __ __ _ __ _ _ . _.. ..... ..._.. . __ _ _ _ ___ __ __ __ __ __ __ __ __ __ _._ __ __ __ __ __ __ ___ ___ __ _ __ __ _ __ __ _ __ __ __ __ __ ___ _ ____ __ __ ___ ______ __ __ __ _ __ __ _. _. _ _ _ __ __ __ __ _ __ __ __ _ _. __ ____ __ __. _ __ ... Page ;R Cf lc 1 Straw, Marsh Hoy, Or Synttwic Covering AM C33 D Pipe Moditms Sand / � a 6 " Topsoil .3YS lf£)�EV. y % Slope iSe +d Ofi fi 2 Force MCin Plowed AQgreQ4le LOW (6" Sol ow Pipes) 0 j Ft. E � C Ft. Gross Section Of A Mound System Using F � Ft` A Bad For The Abi0rption Area is .,'57 Ft. A �• � Ft. H ft. Signed: 1 B 757. D Ft. License ova) 37(o G +amber: L �pFt. Date: - Zia _ d 3 J.., -SQ. Ft. Alternate Position I ,yam o Ft. W of YOFt. Force Main �'''`^.► ---- L lion Pips ' 415 ?d 't110 i5 Fmm'E9d �' led K rrr +rrr w rr,rr_ r_...w•►r rr �rw r♦ •r - ------ - -- A - Force Mtin �,.._ _- - ..____r..- - - - -•- - � -���� _,,.r..... � y. 7 r+ Y � r ®rstrlbution Bed Of, Pipe Ary��'1e4at® 00esrva4ion Pipe peTinapent Morikers 115 To 11jo 9 From End of BW plan vwvs {31 Mound using A Bed For Ttle Absorption Area Turn-up with Cleanout Access Bqx Plug or Bell Valve PVC Force Main flisbibutian 4.aterst PVC Man1fold p -- x x x � xt2 Distribution lateral Layout 126 S � FT x 3 , 4 „ Inchfs Hole Diameter �& Inch Signed: Lateral "a Inch(es) License umber: x �? _„ Manifold '� Inches � Force Ma i n „ inches Date .. _...� - . � - # of holes . /pipe Intiert Elevation of Lateral s lD _oors IFt. • . PAtrF PUMP CHAT+ i.R CRO!,S S£ZT'OM APO SfECiFICATiO�.S lb VCWT CAP 4 S. YtE1T' PIPE WCATYdE1t I�RA4F APPROVED LOCKING ,IuUCT1004 109[ �/iAWHQt.E COVRR • t �' t 11►�14 IU+trA � 11 °Mild. � \ .tWUUw uK ►it<�II � i AlK INTAKE i MIN. au. cOUCwr L PROVIDE i .�•••.••� •• 1QiLC �..� AI RT;444T SCAL ; {� J � � 4 �,PPlR,OVLO ,1plats • Af�aoYCO .IO +a't� A I 11 J w/c. , r'INE W/ C,2, POPS LArr&molw6 3 91 MOIN(. 3' I i Ai.ARM ONTO iilLiA 1016 04Yo %0610 14 b I t ON L16 r-V- 1�.5� f T c �I.7io GaL1z,��,+ i I .� of i a CONCKETE 66OCK � ftlSCiR CY.1 ' PLRMI'ffrD GJJLti IF TAWK MANWFACTURCi't HA3 $ucW AMPR.OvAL I EN lcODlwi O sCPrlt SPEGIFICATIOMS 0059 Z ama MANuiAcTURCIK. wr"c _ NtAAER OF 001CS. PLK 1" TAIJK LIZC 8 cc) GALl.016 0039 VOLUMt L// • ��An1ICS TAAJkMATF iMCLU0l"6 •ACKFLOW-' " D�.IyI�, MAfi111FACTtlttf►R. ....tc I y r -yy�� AtiODCL 1J�iMeCR: �.i'..! ~, CAPACITIES: Aa SAiCHC) OR /3.4GA"CIAS SWITCH 1uPC:... mr ��.� ... 6 �_ _. tA1C11E5 on '- 3 .. - :- OYi p MAMUFAcTuotCR: _ZOEL E R �.� C A. � .lwct�cs: OR Wo6Out AtO"L NuMOCI:: ,,nnnn On /a �Nr r�FS oR a61.I aA�LOUc SWITCI4 TI►PCS . 4 rl ep-Cull y Jam: PUMP ^NO ALARM ARE TO s E M4#jlmum DISCIARfiE RATE 3 • 6 ® G TIA INStA,6LCO OU SEPAitATE CIRC.WTS gE1lTttiA1. D1ffSILS t DETWECN PU^P OFF A 0,015TRibUTIOW PIK- , ©`� FEET t Alm IM19M NCTWORK 5UPP1+1 OKESSUItC . ,. • . . • . . . • . »oZ$' FLG:T + iZO POET OF FORCE 1"U► {+U X 3 ° L "Y #tFKICI%*M FACYoR,. y fCCT T OTAL DI UXMlL HEAD = FLET ;#ITKRUAL DIMLWbIQLi OF TANK: LEN(vTK -- ......;WJOTM ,.....- iLIQUID DE".PY04 slo LIE Os...... LICE QU MbePL, aa 371� D , a6 o3 G�+7 C. r �,atv Sc !c HEAD/CAPACITY CURVE EFFLUENT and DE WATERING ® CAUTION I Model 185/4185 should not be subjected to less t 30 TD H. t s than feet . H MODEL 42 qg 53,55, 98 137 139 140, 161, 16 165, t 186, 188, 189, 191 57,59 4140 4161 4163 4165 4185 4186 4188 4189 N IT "r ?y CAL. LTRB CAL LTNS CAL LM GAL. LIRS' CAL 045 CAL. L CAL LT AS GAL. L CAL. ki GAL. UT(t8 GAL. 1:7. CAL LiliS GAL. Lt. GAL. 6 5 `1;92 15 +?3J' J2 '171` .] )63 72 273' W 9J 'M?' 91 INC 100 :3Y9! 61 S 2311 6t - :`2311 58 '2�, 145 Q19 145 �f 45 W W t0 :IDS;- it '42� i5 :'042 34 129" 61 ;231, 79 :200. B4 °S1d> 93 'A162�' 61 229= 61 2.1 58 27Q 140 140 '�" 45 L'J L, �5 ' er97�� 6 i23: 15 V57" I9 - 172p' 45 470 64 :242' 76 288 85 a "J21 60 227{1 61 - 58 R20. 134 ,J5 F 45 70 Y: &'fo7'r ?P51 <? t§fL�'3 11 W . 25 'z05 =- 36 'TJB" 68 �2.5'T 4m ` 79 Q99k 59 Z 60 58 126 131 45 1 40 25 iJ:62+r i'2r, • ; 2m a ., 1'S4 9 Nf7tl, 59 3298 7a X09: s7 - 59 F1$ se 122 125 45 42 30 69L1*%, i §Tp}: 7"mk f :'Vvr ,1 >$ 49 IBM 62 55 58 85 58 116 12o 45 135 0 442'18 }�4 4 Ej 3 Tfi °i y{y3; 21 i7 ; 43 1?ai 46 55 70 58 104 109 43 50 h19t24 ,�Jt'7i IJ7; ?, y }:ry '1, Sl SB 90 97 45 ZO T 3J o 40 so 718.29 Al !r d' raw s 39 37 58 T, es as 130 70 21FB4 41^ht, a$, " X� ik4�(tC ?.'PL1 9t .��� 23 9 52 St 99 49 80 A A 1, r , 90 i:27143:s ? �b7 JI 2 34 45 38 125 oo t3u4e ra(, a1 "1+ q�u su'F t� t; 16 1T 40 „o ig32;G01° afi 2 70"K 2r d' 4 30 1i0 , ".'J638 as v yp7y1' rnj, {i',t9 >F"a3"' R 20 1 20 130 7.39.62, 0 I'll z' ,z ,1sv ,; `.�Y 9�t 11 14,9 c . ' ': 10 36 191 LOCK VALVE: 19' 19' 19.25' 23' 26' 46' 1 56' 1 66' 1 96.5' 1 73' 1 114' 1 91' 1 110' 137' 115 34 110 32 105 30 100 95- 28 90 186, 26 85 4186 24 80 165, 75 0 22 w 70 x 20 65 z z 0 18- 60 163, 4163 189, 0 55 4189 16 50 14 45 12 40 140, N 181 35 4140 4188 10 30 13 185, 8 25 1 3 4 4185 6 20 15 4 10 42 161, 2— 5 48 4161 53,55 98 57,59 O i_J U.S. GALLONS 10 20 30 40 50 60 70 80 90 1: 100 110 120 130 140 150 160 LITERS 80 160 240 320 400 480 560 540 0 FLOW PER MINUTE 0099228 • • POWTS OWNER'S MANUAL & MANAGEMENT PLAN p age of 6 FILE INFORMATION E-PeoIC5�2 SYSTEM,SpEG.IFICATIONS owner E ,Q/}t1� 1� i �S Z ' 0 ill rfre �'` �`�/��1 Septic'fank Capacity al ❑ NA Permi Septic Tank Manufacturer NA Efliuenf. Filter Manufacturer - 13 NA tESIGIR PARAMETERS Number of Bedrooms 0 NA Effluent Filter Model - /� () 0 NA Number ofComrnerciaiUnits INA; Pump Tank Capacity �tJCJ al ❑ NA Estimated ft&m (average) 3t)� al/da Pump Tank Manufacturer e ErS ❑ NA Design now (peak). (Estimated x 1.5) S® gal/day gal/day Pump Manufacturer 6 t L &, ❑ NA l Pump Model / `7 O NA Soll Application Rate a /da lW Month average Pretreatment Unit 10 NA InfluentlEffluent Quality p Sand/Gr8ve1 Filter ® Peat Filter Fats, Oil & Grease (FOG) 530 mg/l. ❑ Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand (BOD SL20 mg/1- ❑ Disinfection ❑ Other. Total Suspended Solids (TSS) 5150 m /L Manufacturer Pretreated Effluent Quality ❑ NA Monthly average" Dispersal Cell(s) Biochemical Oxygen Demand (SODS g 530 m /L ❑ In- ground (gravity) 0 In -ground (pressurized) Total Suspended Solids (TSS) 5 ❑ At-grade l3 Mound 30 mg/L ❑ Moue Fecal Colifonm (geometric mean) 510' cfu/100ml ❑ Drip-line Other Maximum Effluent Particle Size Y, inch diameter Values typical for domestic (non - commercial) wastewater and septic tank effluent. Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency tnspect condition of tank(s) At least once every _3 ❑ months M year(s) (Maximum 3 yds.) Pump out contents of tanks) When combined sludge and scum equals one -third (Y,) of tank volume inspect dispersal cell(s) At least once every _3 ❑ months ® year(s) (Maximum 3 yrs.) Clean effluent filter At least once every i ❑ months M year(s) Inspect pump, pump controls alarm At least once every f ❑ months IS year(s) ❑ NA Flush laterals and pressure test At least once every ❑ months f l year(s) ❑ NA Other. At least once every ❑ months ❑ year(s) ❑ NA Other At least once .every ❑ months. ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS one of the following. licenses or Inspections of tanks and dispersal cells shall be made by an Individual carrying certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector; POWTS Maintainer, Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cells) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing, condition and requires the immediate notification of the focal regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (@ or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. ents, pretreat+frrient components and any The servicing of effluent fitters, mechanical or pressurized POWTS compon' other maintenance or monitoring at intervals of 12.months or shalt be performed by a certified POWTS ABa►nta'iner. A servI report shall be provided to the local regulatory authority within 10 days of completion of any service event START UP AND OPERATION For new construction, prior to use of the POWTS cheek treatment tank(s) for the presence of pa pro ducts or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. r• _ System start up shall not occur when'sotl'conditions are frozen at the infiltrative surface. Pa ge of During power outages pump tanks may at highwaier levels. When power is restored the excess wastewater will be discharged to the dispersal CSIKs) in one large dose, overloading the cell(s) and may fsssUlt in the backup or surface discharge of efflOertt. To avoid, this situation have the contents of the pump tank removed by a Septage Servicing Operator prior.t resfi.x ft power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the. Putzip'cxratrpis to restore nofmat revers within the pump tank Do not drive or park vehicles over tanks and.,dlspersat hells.. Do. not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or•efumination of the following from the wastewater stream may improve the perfbmiance and prolong the life of the POWTS: antiblodcs; baby wipes; - cigarette butts; condoms; cotton swabs; degreasers; dental floss; drainers; disinfectants; fate foundation draln (sump pump) water, fruit and vegetable peelings; gasoline; grease ;: herbicides; meat ps; stra medications; oti; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONKMENT When the POWTS fails and/or Is pennawdy taken out of service the following steps shall the taken to Insure that the system Is property and safely abandoned In' oofnpliance with ch. Comm 83:33, Wisconsin Administrative Code: • . Ali piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. After pumping, all tanks and pits shall be. excavated and removed or their covers removed and the void space filled with soil, gravel or another Inert solid material. L CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: • A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks. from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in dffect at that time. • A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. • The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to k)cate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. • Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name M sCly m t TT Name pW N I PS CHOt C,E Phone 7/5 _ �y9— �(�S"( Phone SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name p (,t) Jv I✓ S C /_10 v C E Agency ,'I cen Y C o Lit') f Z0N JV Phone Phone /s 3 96 V6 9 0 This document was drafted by the staffs of the Grew Lake. Marquette and Waushara County. Zoning and Sanitation agencies. This document meets the minimum requirements of ch, Comm 8322(2ubx1xd),(f) and 83.54(1),:(2) di (3), Wisconsin Administrative Code. Use of flits document does not guarantee the performance of the POWi7S. GMN (2/01) 1110 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than BY x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 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 Grand Properties, LP Govt. Lot 114 NE 114 S 16 T 31 N R 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 CSM Pending City State Zip Code Phone Number City Village ✓ Town Nearest Road Somerset WI 1 54025 1 715 247 - 5900 Star Prairie I Cry CC ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 100.04' based off the contour line established at elevation 98,12'. Depth to limiting factor is 13 ". Slope is 4 %. FTI Boring # Boring ✓ Pit Ground Surface elev. 98.56 ft. Depth to limiting factor 1 5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0 -9 10yr3/3 none sl 2mgr mfr cw 2f .5 .9 2 9 -15 10yr4/4 none sl 2fsbk mfr gw - - - - -- .5 .9 3 15 - 10yr514 m2d 5yr6/6 sl 1 msbk mfr cw - - - - -- .4 .6 7.5yr6/3 4 27 -49 7.5yr4/4 m37 5yr6 /2 /8 sc1 2msbk mfr - -- - - - - -- .4 .6 Boring # Boring ✓ Pit Ground Surface elev. 98.43 ft_ Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0 -8 10yr3/2 none sil 2mgr mfr cs 2f .5 .8 2 8 -13 10yr4/4 none scl 2fsbk mfr gw 1f .4 .6 3 13 -19 7.5yr4/4 m Syr6 /8 I 0 yr6/3 sl 2msbk mfr gvv - - - -- .5 .9 4 19 5yr4/4 c3T 10yr/2/8 scl 2fsbk mfi - -- - - - - -- 4 6 Effluent #1 = SOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg /L • Effluent #2 = BOD < mg/L and TSS < mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt J� Z 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View trail, Somerset, WI 54025 6/11/02 715- 549 -6651 Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 7 Boring # Boring ✓ Pit Ground Surface elev. 96.79 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/2 none s1 2mgr mfr cs 2f .5 .9 2 8 -17 10yr4/3 none sl 2fsbk mfr gw 1f .5 .9 3 17 -25 10yr4 /4 none scl 2msbk mfr cw - - - -- .4 .6 4 25-45 5yr4/4 c2p 5yr5/6 sl 1 msbk mfi - - -- - - - -- .4 7.5 /2 6 Boring Boring ❑ g Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or r,PPrl mntPr+ol +r or, OItPm ?tP fr.rmot 'j..— —.tort tMP `—orf —f nt 4114- 144-11 C1 — I 41)Q-14A-Q'1 P al e 3 0 ro l 5/P qo f C- C- 46 s C�a 1�q' FJM raw i-o�: �raM -� / -�,'es �ra,,✓�� bY 7%rf...45 J, $c�n�: � ,,f. set ,.- lao �S� sue; �✓� : .5'�a , z T JSrn^I. ercP. e let-) r _ 1110 Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north ai uw. AW n and distance to nearest road. Parcel I.D. Please print aij info►R"E I V E D iewed By Date Personal infomration you provide may be used secondary purposes (Privacy law, s. 15.04 1) (m)). 3 Property Owner JUN 1 2002 Prot erty Location Grand Properties, LP Govt Lot N614 NE 1/4 S 16 T 31 N R 18 W Property Owner's Mailing Address ST. CROIX COUNTY Lot Block # I Subd. Name or CSM# 712 Rivard Streeet, Suite 300 ZONING OFFICE CSM Pending City State Zip Code Phone Number City Village ✓ Town Nearest Road Somerset I WI 1 54025 715 - 247 -5900 Star Prairie I City CC ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 100.04' based off the contour line established at elevation 98.12'. Depth to limiting factor is 13 ". Slope is 4 %. Boring # Boring ✓ Pit Ground Surface elev. 98.56 ft. Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnrcture Consistence Boundary Roots GPD /fl= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 - Eff#2 1 0 -9 10yr3 /3 none sl 2mgr mfr cw 2f .5 .9 2 9-15 10yr4/4 none sl 2fsbk mfr gw - - - - -- .5 .9 3 1,5--27 10yrb /4 r � 5 5 6 sl l msbk mfr cw ---- -- .4 .6 4 27-49 7.5yr4/4 m3 T .5vr /2 /8 scl 2msbk mfr -- - ----- .4 ,6 a Boring # Boring ✓ Pit Ground Surface elev. 98.43 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfI= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 - E 1 0-8 10yr3/2 none sil 2mgr mfr cs 2f .5 .8 2 8 -13 10yr4/4 none scl 2fsbk mfr gw 1f .4 .6 3 f 19 7.5yr.414 rrid Sy�6/8 sl 2msbk mfr gw -- --- 5 9 4 19-48 5yr4/4 03 T5X /8 scl 2fsbk mfi — - --- -- .4 .6 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L - Effluent #2 = BOD < mg/L and TSS < mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valley View Trail, Somerset, WI 54025 6/11/02 715- 549 -6651 - Propgrty owner Grand Properties, LP Parcel ID # Page 2 of 3 7 Boring # Boring ✓ Pit Ground Surface elev. 96.79 ft. Depth to limiting factor ` in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " Eff#1 'Eff#2 1 0 -8 10yr3/2 none sl 2mgr mfr cs 2f .5 .9 2 8 -17 1Oyr4/3 none sl 2fsbk mfr 9w 1f .5 .9 3 17 -25 10yr414 none sci 2msbk mfr cw --- .4 .6 4 25-45 5yr4/4 c2p 5yr5/6 sl 1 msbk mfr - --- ---- .4 .6 7.5 / F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stnlcture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " Eff#1 *Eff#2 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRe in, Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 *Eff#2 Effluent #1 = B.OD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or „oaA »+�tArial .n on olf format t 1. —'—+.. t t1— .4 -- nt 4A 2_')ff-2141 — TTV AnQ_71.A_Q777 P 30'3 t n .2 P116 p gm= �P 2r :5- S+evv� EL 1 �y - P, �I c 6 1 ,FRCS _ 1 b YA D rcUw 1 t p �'ctM a� �ro� ^es I7r Mfr b' j� ' cst, 2a7 ST 6 clic lle Ille Zu�'� Sa— a w Si'a.�r ��sA.71 eP, �J- _' o"" o i � J NORTHEAST CORNER SECTION 16- 31--18 220TH AVENUE 337' 176' t z ib 0 1.6 ACRES LOT � 2 ?�� LOT,* LOT � � 1.5 ACRES 2.9 ACRES , 1.9 ACRE 337'- n 327' J c N • LOT 1s DR vEwAY ..{ AL A6 & 1.6 ACRE : W -C o � ,� & 412' > • • & � J 1/ . LOIN I . • 1.5 ACRES 0 •' . - - .',.• . n 411' 0 • • LOT 8 �' LOT ; 22.6 ACRES 1.5 ACRES 1 J, 6 C S✓ �7 i rr g c� a�-�� f jig G , pis- el , i9 LALE 1" - 200' ' 7/ -7g,? CONCEPT MAP 10 LOTS - MINIMUM SIZE 1.7 ACRES - AVERAGE 2.0 +ACRES THIS CONCEPT IS SUBJECT TO CHANGE BASED ON FIELD SURVE Tf QrN0 t3 Ahln P=111=1A7 OV f-_^%l=0KllAckrrAl Af%_f= klr -H=C I I S• oil i ST CROIX COUNTY SEPTIC TANK MAINTENANCB AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer G c e /t? 14 Mailing Address 71 Z ej VA-eo �T, S u 7 / ©� �S� n i E� c'S� 7 LUG r It Property Address 1 g (Verification required from Planning D for new construction) City/State Parcel Identification Number (239 LEGAL DESCRIPTION Property Location LE— %., � %., Sec. T .N R W, Town of - STf},� �,e/}/ Subdivision D i W A Y . Lot # s Certified Survey Map # . Volume _, .Page # Warranty Deed # 4;AP 9 f Volume - 4 9 - 2 0 . Page # Spec house 19 yes ❑ 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 )he 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 mastor plumber, joumeymanplumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification ; stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days o e three year Expiration date. J� 3 /z5 b� SI Arm 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 prope described a ve, by virtue of a warranty deed recorded in Register of Deeds Office. X / SIGN TURF OF ' PLICANT 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 dead U 19 7 0 P 1 5 5 689s39 SPATE BAR OF WISCONSIN FORM 2 - 1999 XATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between Ca E. G ron uist, a single person, _ RECEIVED FOR RECORD 09 -06 -2002 9:30 AN WARRANTY DEED EXEMPT I Grantor, and Grand Properties, LP a Wiscon Limit p — - TRANS FEE: 11.00 Pa rtnersh i TRA FEE: 315.00 _._. COPY FEE: _ — — CERT COPY FEE: Grantee. PAGES: Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Part of NE 1/4 ofNE1 /4 of Section 16, Township 31 North, Ran 8 West, Recording Area l St. Croix County, Wisconsin, described as follows: Lots 1, 2 ac 3 f Name anY�r OGLAND lv Certified Survey Map filed July 25, 2002, in Vol. 16, Page 4342, oc. No. 684958. ATTORNEY AT LAW t S P.O. COX 350 HUDSON, Wi 54016 at o17039-10 Parcel Identification Number (PIN) J This is n ot homestead property. Otl (is not) / LT Exceptions to warranties: Easements, restr s -of- -way of record, if any. /// Dated this ` La day of _Aug 2002 AUTHENTICATION ACKNOWLEDGMENT Signaturc(s) Gary E. Gronquist, a slielierson, STATE OF WISCONSIN ) _..... ) ss. tT�- - - - - - -- _. --- County ) authenticated this of Au ust 2002 — - -- Personally came before me this _— _ day of the above named . Kristin Oji and TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the forcgoin ; (If not, _ — instrument and acknowledged the same. authorized by § 706.06, WIs, Stats.) THIS INSTRUMENT WAS DRAFTED BY • _ _ _ Attorney Kristine Ogland - - Notary Public, State of Wisconsin udsoa, WI My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) • Names of persons signing in any capacity must be typed or printed below their signature. Womww Pr&"vamla comt ter. Fob Ou s WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2. 1999 BRITT'S W L /N PART a 7H£ NQ?7N£AST 01/AR7£R - 77/E NA?7N £AS AY 7m a , �71w t NOR7N RANGE 18 NEST, 7UNN OF STAR PRA/R/& ST. CROIX COUNTY, N/SCANS7N 9DNG tor. SURWY MAP R£CoWd V /N kMVVE 16, PAGE 4J42 A7 NE Sr CRGYX COUNTY ML t, North 114 comer UNPLATTED LANDS RIGHT -OF -WAY NwNeoet Gbmr 4((%ftm� otton J6 -J1 -18 North Are of 6* - - - - - - - - - _ _ DEDICATED TO SaetAw /6 - J1 - 18 _ 1 / R g`t - � r - war tk ahaetf N£-t /f of the NE-1 THE PUBLIC N c 50' 40' �_coorty aramonany I 22071- L — �"NBB'SB'B4etr 4 '� canterine� N8836D2'E ° - �NEi9'S8'02 'E iJ388 - — 18OU04'---- _ � : 33 24' Cl � � E �N00'3T41 — — C2 +� C3 1 1 66 { 135.73'{`• Atr.E All AL uto , n `I( LOT 1 \ �r d : A� (NOT 70 SCAM I 3 CERTIFIED URVdY MAP / - VOL. 16. 42 \ eWt Nltr rl. LOT# \ P 1QL 2 Ak ; Miry r -- — — — — — — — —� I �` x x is m { I IRI / I �� ��►? / ' /316.32' ' k I Tt 136.7 o A��� 36'E 1 433 J0 �Y AL i° l LOT7 t { A g AL d N AL { AL m Se7s9 '19'E i W ;30 .04' 411.B 1 I 1 1.68' I I l� -- BUILDING x i Yu it,. rlu I ,t. $ x LOT Q : { I ' �� �A•17D7TT I x I NB9'30'23'E 41t.3t' I { I 222.14' AINa7�B'ti CERTIFIEDOURVEY MAP_ LOT6 1 Mad, I � VOL. _16, PAGE 4342 81 ff 213.25' x 187 82' S89'30'25' W 489.83' n { Shad Y I a I ? I Ie .1 K a How" I � • (-� Centerline Drive b �Sruth /h• of Ma MC 1/} of the N£-1 /4 9 A speaW aoeptlan uo* Parmit Is requhtd for the disturbanc Of alopea 2W[ or greater not kentlfbd an the approved plot or CSM. This puma b applied for through the aniting aftke and It revbwW through a ppuubllo heorhg prooen by N• SL Crop County Board of Ad)uocrnt foot J/} tlarrrer GRAPHIC SCALE seallom 18- JJ -18� In r r NOTE The poroda blown on this map am eubjW to Stab, ( ftnd 1 ' bw �� rs County and Tawnahlp log rube and lotions ( Le. Gotland , minimum lot 9 Goof" b ad, e� Before purchasing or dwdophp ony Pared, Contact the St. Crok County Zoning ( p rw 1 oMoe and ter appropriate Toms Board M advlw. 1 twb - 100 K