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HomeMy WebLinkAbout032-2077-95-200 I � §\ ) 2 § k > 2 0 \ � \ � � ( / m e \ (D \ . co ' co m / C. $ ° 2f � , 00 ) E 16 i . \ CL ca \ � » � � k z ' R q " k { . 2 « \ j 0 k . W m » o 2 0z ep m t § \ § a a z . w / o k k { N §_ �J& ® e 7 40, /fƒ q } Cl) \ § Q 4 .. z co 2 Cl C.4 k E 04 a. � k 2 2 _ - ■ c q < g k m■ m k § \ zcj > f k k k b + $ '0 m m m { 24: CL m k \ \ C-4 ° � � \ / = b § c o o = cc < k % 1 / $ < z m R % ; 2 2 § & ; 2 2 £ E / 2 0 3 G S a@ 7 f \ ( § k « § 2 G §! E ® k d & 7 2 ■ � o © E § ■ e C e = � g § f 2 r� $ g -� t o m iD _ o z_ y ■ m ■ � � z k ® { � k L: §C § & 2 § c Q a s 0 ■ o Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 404935 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: Urhammer, Leroy Somerset Township 032 - 2077 -95 -200 CST BM Elev: Insp. BM Elev: BM D escription: �( r M.t Im .8 (0 k c 0 ST ISw/L TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 7 �J {• Dosing if Alt. BM t Aeration Bldg. Sewer �O• D j Holding St/Ht Inlet �� SUHt Outlet `` Ct 8 1 � TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic y �Lit [ f Dt Bottom Dosing Header /Man. t Q t Aeration • Ipe (' 7 5 Holding C Bot. System 12.a� Q / I PUMP /SIPHON INFORMATION Final Grade I S 91I0 (P I FS Manufacturer Demand St Cover GPM Model Nu er TDH Lift on Loss System Head DH Ft Forcemain I Length Dia. SOIL ABSORPTION SYSTEM 13 64p,44, B"f RENCH , )Vidth LengTT No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM , .3 C(. ZS 5 SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Marr t INFORMATION CHAMBER OR 7�►�' Type Of Sys tem: ' I � � �� UNIT Model Nu � � a.�wv DISTRIBUTION SYSTEM Header /Manifold IDistribution x Hofe Size Ix Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length pacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx xx Mulched Depth of xx SeededlSodded Bed/Trench Center Bed/TrenchEdges Topsoil Yes I1 No �l Yes jj No OM II�1� NTS: Include c de discre a ctes, s s resent, etc. Ins a do 1 !4 /ti Inspection #2: Loc FFF Oak Rid a Lane Hbulton, WI 54082 (SE 1/4 SE 1!414 T30N R20W) NA Lot 2 : Parcel No: 14.30.20.79462 1.) Alt BM Description = 2.) Bldg sewer length =�� d'^ ✓ i amount of cover = >"�r �Pln revision Required? V e a No Use other side for additional in ormation. _ - -- - - -- - - Date Insepctor's Signature Cert No. SBD -6710 (R.3/97) �. �� :, . � � L s� 1 / Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 *iSc sin Madison, WI 53707 - 7162 Site Address Department of Commerce tai( d - / z /ham`- I 5 " Sanitary Permit Application Sanitary Permit um ber — LP er In accord with Comm 83.21, Wis. Adm. Code, personal informatio ❑ Check if Revision may be used for secondary purposes Privacy Law, s15 State Plan I.D. N umber I. Application Information - Please Print All Information i ,M r' -& '. NCO Property Owner's Name Parcel Number re 7 Zxt L/ 2V ��19 ct 1til - Property O is Mailing Address h'r t; ¢ Property I,ocadon V . . r !i; S T N, City, State Zip Code ; . • Lot N ber Block Number�� Subdivision Name CSM N r II. Type of Building (check all that apply) a / °'� Q ❑City 1 or 2 Family Dwelling - Number of Bedrooms L j ' �- f _- ' ❑Village ❑ Public /Commercial - Describe Use Township s - ❑ State Owned Nearest Road 3'x �( -zs� III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. i New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use S stem Tank Only Existing stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(nttmbering scheme is for internal use) *Zo A ---tom 44 $ Non - Pressurized In- Ground 210 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 00 ❑ Reci ating 30 P Other V. DispersaMeatment Area Information: , Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./ Days /Sq.Ft.) (Min./Inch) Elevation Alf 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 Tank _ Dosing Chamber VII. RespWs Statement- I, the undersigned, am, responsi 'ty or ' tion of thepOWTS shown on the attached plans. Plumber' (PrintX Plumber' Sigi MP/IvfPRS Number Business Phone Number Plumbers Address (Street, City, State, ip Code) 1 VIII. Count /De artment Use Onl V Approved El Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse Determination Z EK. Conditions of Approval/Reasons for Disapproval Attach complete plant (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 05101) . � __ . _ _ _ / ,, '/ = �'�'' Sc� ,� �> �/ _ ` .� art 3 X ,�i s "_ �X ^_ ___ �� 8 _ __ \ K d __. � \ , Y - � � �/ � (� C ]1� �'\ \ �� /{�j(// / � i ' 8� , i �\ /r �f � s x /�-�3 low :air -41j , eY s _. I _ _ _ __ _ _ . _ _ . __ _ A. _: .. _. .� - _ _ __ __ __ _ __ _ ,. ,' __ ,1 -1 1 -199G 2: 58PM FRO $ /`�+ -�— tx�o FAK CA C tanf:¢�-�y P. 1 Fe t- • 22 2MZ, 'tte.., v+.i, ` r - n / WOO ` i �tnfiscortsln DepeAmeni os corrrra „� SOIL EVA TION REP Q Page 1 3 DMWOrf d Safely and `C .S `'� t I.e so ' in accmdww* wlMt Comm 65. Acton. Code CMF*Y Attach coete nits plan on paper floc less ban 81/Z x 11 inches In site. Plan must mpl �X inqude, Iwt not Wniled to: veftleal and horknoMal n4wence pollit (BM). diradion and Parcel I.D. percent slope, scale or.drmarirlons, noAh arrow, and leestlon and d+star+oe fs nearest toad. p erkun g P /eaae print all h7fan 40010. R by Date Peraoftw k0onva6oa yw prortds may ee used for ssc"Wo y pWP"a+ (A'Iv4y Low, S. 35 (1) (m)). , Z2 2XI Z Pl o Property Lacstlon LMMY C;oVI, Lot SE 1/4 SE 114 S 14 T 30 N R 20 g (or) W PMpady Comwes MARV Addtwss Lot # # Subd. Nems q CSW 2 na c8n � 150 1 C; Phone Number Day ❑village P Town Nearest Road Mu1 1 l 5Ag-6497 SW9j69I& Did= Tin Now ConsWcOun Use: , RasidenfW I Number of bedooms 3..-4 , Code derived design Oow MW 4 - 5 0-6 00 Q Pboaoemard , C] Public or coamrerddal - aesa lbe: Parer( material Q1 ar-i m l i ft Flood Main elsvA m if eppllc" na R an Gerww c 1 mer" and taaornmaix t WW'. trenches starting @ el. 97.65. folla a d by trenches spaced to C=W! 4.00' below grade a Salto 0 Q [] ph Ground surface elev. 101 .25_ R, Depth to NrrdWV fads +90 In. Soil om Rate tioriwn DWh DOMMUCdcr 42010t Dascrlpdar TWWM St uctue Ccnslahmw Botetday ROats G in. Mun"Ill Du. S=. Cola. Color Cit. Sz. Sh. •Eol I IM 1 0 -10 10yr3/3 Hate L .2md* mfr 2f 8 2 10 -21 7.5yr414 3 21 -90 7.5 4/4 none 7•b S" 3• L �-� . L F eo'if'g #� 101.65 +90 in. 2 ❑Pit CwOUnd surtaca efay. rt. 0wh to *Tang f low Std Rastm Norizatr Depth Dominant Color Redwx Desrllp M Texture Snuoure Consiuenae 66rardary Rods GPDM in. Mur"If Cha, Sx. Ca Cela or. Sz. Sh. •EW1 '6 nt. fIMi2 1 0 -9 10yr3 /3 rtt23e L 2lasbk rd 2 9 -29 1 4/4 gone C 3 29 -90 7.5yr4/4 rMOne sl 2m bk mvfr fclfluent in BOD > 30 7Z0 "XyL and TSS >30 g 150 m9L tt2 > BOD < W molt. And 185 .5 W mplL C ST Menem (PAW* A" Slgnalrtre CST Number GarY L. Steel 02298 Address Date vat uaFwvAr0xks*W Telephone NuW bw 1554 200th. Ave., NeW RfChmond, W. 54017 4 -13 -2001 715246 -6200 ,1-11-1996 2 = 59PM FROM P.1 P mpwV o„ mr Pah�ellDg r�orfr3irrn Page �..._.,°F 3 — D Boli SDI # 0 ?it Ground surface elev. 98.65 h. Depth to tl W*V WOW Noriza► Depth Donwrkwd COior Redolr Oescrlptlon Texture Structure Consistence Bounndary Roofs GPW In. Munsew QlU, SZ Cont. Color Gr. SL Sh. `�tFAt1 "EIf+B'2 1 0 -11 1 3 3 L 3 21 -9 7. &r4 /4 none S1 5 9 6a� so" t 4 BOA >< Pit around sufaae eiay. 98.85 It. Depth 1, Urrii*q Factor _ M• tloaallort tiara ❑ Horizon Ospl1 Dominant Cdor Rsdox Descr"an Texturs Syuctum Consistence Boundary Rows GPDff in. Munad Qu. Sz. Cont. Color Gr. S=. $h. W 1 0 l ? /3 nosrlAr L 2MSbk mfr 2 .21-40 1 4 4 3 40 -6 ( 7.5 • 4 / 4 rx) ie S1 2 mssbk 4 60 -9 7.5 4/4 Arm 0 F] 0 Ground stRtace sisv. It. DOO t4 wilm factor ti' Ram O Pit -6-4 MA m 4 m H*izon Depict Dwnkw*COW RedaX Deseriptloh Taature Structure Cana*htnm Boundary Raub in. Mtn Qu. Sz, Cora Color or. Sz. Sh •PfNM1 'EfpR2 • Eftjo t Art x BAD, > 30 1220 mgt and TWO-30's 150 myl. ' E11Iuwt 82 = Boo, 1 rrWL and TSS j S0 ntWL The ]Department of Commerce is an equal opportunity service provider and employer. If you need assistance to WAXSS services or need notarial in an alternate facmat, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. saoanaa� i 1# 1 -11 -1996 3:OOPM FROM P•1 t- STEEL'S SOIL SERVICE Gary L, Steel 1554 200th -Ave. CSTM2298 Leroy ihhamwr New Richmond, WI 54017 MPRSW - 3254 t �s1� (715) 246 - 6200 Swerset lot #2-csm r B 1 " = M.= top of lot survey stake @ el. 100.00'se lot turn stake Alt. BM.= top of lot 23 Green AcreCty. Estates Yew lot stake 0 el. 91.85' � s� 4 - -2001 ooN30.,,oe�� POWTS OWNER'S MANUAL 8r MANAGEMENT PLAN Page _.L_ o FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity gal ❑ NA Permit # Septic Tank Manufacturer - S ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer - ❑ NA Number of Bedrooms < 13 NA, Effluent Filter Model ❑ NA Number of Commercial Units ® NA Pump Tank Capacity gal 19 NA Estimated flow (average) © gal /day Pump Tank Manufacturer M NA Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer Z NA Soil Application Rate gal/day/ft' Pump Model 4 NA Influent/Effluent Quality Monthly average* Pretreatment Unit 121 NA Fats, Oil 8z Grease (FOG) <_30 mg/L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODs) -220 mg /L ❑ Mechanical Aeration ❑ Wetland , _150 mg/L Total Susp Solids (TSS) ❑ Disinfection ❑ Other: Manufacturer Pretreated Effluent Quality ❑ NA Monthly average ** Dispersal Cell(s) Biochemical Oxygen Demand (BODs) s30 mg/L ,M In- ground (gravity) ❑ In- ground (pressurized) Total Suspended Solids (TSS) s30 mg/L ❑ At - grade ❑ Mound Fecal Coliform (geometric mean) :510 cfu/ l 00ml ❑ Drip -line ❑ Other: Maximum Effluent Particle Size %inch diameter * Values typical for domestic (non - commercial) wastewater and septic tank effluent. * * Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ❑ months 17year(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one -third (Ys) of tank volume Inspect dispersal cell(s) At least once every ❑ months J9 year(s) (Maximum 3 yrs.) Clean effluent fliter At least once every ❑ months 0 year(s) Inspect pump, pump controls az:alarm At least once every ❑ months ❑ year(s) Z NA Flush laterals and pressure test At least once every ❑ months ❑ year(s) ® NA Other: At least once every ❑ months ❑ year(s) �&NA Other At least once every ❑ months ❑ year(s) Z NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Maste 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 cell(s) 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 nodflcadon of the local regulatory authority. When the combined accumulation of sludge and scum In any tank equals one -third (A) 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. The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatement components, and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service 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 check treatment tank(s) for the presence of painting products or other chemical 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 �y a sentage servicing operator prior to use. Pitt .2 or System sure up shall not occur when soil condILWns are (row at the InfUtradve surfacst. During power ouuecs pump tanks may fill above normal hlgfiwatesYleGtts. When power Is restored the excess wastewater will by discharged to the dispersal cell(:) In one large dose, overloading the cell(s) and may result in the backup or surface discharge ut tifuent. To avoid this situation have the contents or the pump tank removed by a Septagt Servktng Operator .prior to restonn; power to the effluent pump or contact a Plurnuer or POW75 Malntalner to oWst In manually operating the pump controls ;u restore normal levels within the pump wok, Do not drive or park vehicles over tanks and dispersal cells, Do not drive or park over, or otherwise dlswrb or Compact, the area within 15 Net down slope of any mound or at-grade soil absorption area. Reductlon or elimination of the following from the wastewater Weam may Improve the performance and prolong the life of the POWTS: antibiotics; baoy wipes; cigarette butu; condoms; cotton swats; degreasers; dental hots; diapers; disinfectants; 13(; foundation drain trump pump) water; fruit and vegetable peelings; gasoline; grease; herbiddesi meat scraps; mrdicatium; oil, painting croducts pesticides; sanitary nookins: tampons; and water softener brine, ARANDONEMENT When the POWTS falls and /or Is ptmunently taken out of servlce the following steps shall be uken to Insure that the system is proprrly and safely abandoned In compliance with ch, Comm 83,33, Wisconsin Admintstradve Codes • All piping to unks and plu shall be disconnected and the abandoned pipe openings sealed, • The contents of all tanks and plU shall be removed and property disposed of by a Sepuge Servicing Operator, • At1Pr pumping, all tanks and is snail be excavated and removed or their covers removed and the void space Hued weer soil, gravel or another Inert solid matrrlal. CONTINGENCY PLAN If the POWTS fails ante cannot be repaired the (oiiowing rneuures have been, or must be liken, W provide a code compliant replacement system; �3( A suluble replacement area has been evaluated and may be utlfU,ed for the location of a replacement will absorpuon system, The replacement area should be prowcted from disturbance and compaction and should not be Infrtngrd upot re4ulred setbacks from existing and proposed strvcwrs, lot tines and wells. Failure to protect the replacenxnt area wits result In the need for a new soil and site evaluation to establish a suluble replactment lira. Replacement systems rnus( comply with the rules In effect at that Umt, O A sulubie replacement area Is not available due to sttback and /or soil Ilmlutloru. Barring advancts In POWTS wchnuloe, a holding tank may be Insulted as a last resort to replace the failed POWTS, O The site has not been evaluated to Idrntl(y a sultabro replacement area. Upon (allure of the POW75 a soil and site evaluation must be performed to locate a suluble replacement area, If no replacement area Is available a holding tank ma be Insuiled as a last resort to replxe the failed POWTS, C Mound and it-grade soil absorption systems may be reconstructed In place following removal of the biomat at the Innitrative surface, ktconstrualolu of such systems must comply with the rules In effect at that time. < <WA- ANING> > 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 TX-9 INTERIOR OF A TANK MAY ICE DIFFICULT OR ImpC1ttIR1 F. ADDITIONAL COMMENTS POWTS INSTALL R POWTS MAINTAINER Name – _ N ame Phone — Pt►une SEPTAGE SERYICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Agency Phone ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM r Owner/]Buyer I, F� C , c flc� c�Pj�e, Al. 'l Urk6jrnMe-,x Mailing Address ���1 5CcCCt c(kiYln R oad , N dot on, WS �q©� �tQ5 Property Address Cco Q L ailel, U (t0 r\ W 9-R (Verification required from Planning E4partment for new construction) City /State 1 (ton, WZ. Parcel Identification Number /t/, 30, Qa I ? L M 03',-;? — -- 96 -- -�e� )LE GAL DESCRIPTI c Property Location /., '/4, Sec. I L 4 , T,3L N -Roo0 W, Town of Subdivision KC Yl e, , Lot#_ C211 Certified Survey Map # ( L 1 4 1 3 9 , Volume 15 , Page # 4 /07 E' Warranty Deed # 4 0 , Volume b , Page # O 4 q Spec house O yes X no Lot lines identifiable 9 yes O no i 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, }ourneymanplumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of a three year expiration date. ;.�t SI A B OF ICANT DATE c(e Lf j o 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 pro erty described above, by virtue of a warranty deed recorded in Register of Deeds Office. �/ S A7, UR � zr - �AP ANT DATE l I'/ I . liii�1�/VZCIc�C �,1 * * * * ** 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 1— 19" MR mramillo GATA WARRANTY DBED I PAGE Paddy T Hennes a single Offict This Deed, made between ..... 461iiw'— ................. . .. .................. ............................•..... ST. mix CO., WI& ........................... ........................ ............................................................ Rec'd. for RecoW 1hb 12t ...... ...... . and. ................... h ................ a -. Kd --- 51CIriwitimne . r ........... , Grantor, day of -- je.CAA 19.§ ................................. r ........ e ................... .. Al 2: 00 P ........................................................... ..... ............................................... S Granteei Witnesseth, That the said Grantor, .or a vs j_Ale consi0eration ------ .......................................... -- ......................................... ......................... R[TURN TO convoys to Grantee the following described real estate in ............... County, State of Wisconsin: The Southeast Quarter of the Southeast Quarter of Section 14, Township 30 North, Range 20 West, Town Tax Parcel No: ------------------------------- of Somerset. St. Croix County, Wisconsin, further described as follows: Commencing at the Southeast corner of said Section 14, also being the point of beginning of this description thence North 00*11'10" East, along the East line of said Southeast Quarter, 1319.11 feet to the Northeast corner 'of said Southeast Quarter of the Southeast Quarter; thence South 89*49'06" West, along the North line of said Southeast Quarter of the Southeast Quarter, 1322.93 feet to the Northwest corner of said Southeast Quarter of the Southeast Quarter; thence South 00*13'38" West, along the West line of said Southeast Quarter of the Southeast Quarter 1319.75 feet to the Southwest corner of said Southeast Quarter of the Southeast Quarter; thence North 89*49'00" East, along the South line of said Southeast Quarter, 1323.87 feet to the point of beginning. Subject to all easements of record. This deed is given in fulfillment of a certain land contract executed between the above parties on November 30. 1983 and recorded on December 1, 1983 in Vol.* 678, Page 113 as Document Number 389532 in the office of the Register of Deeds for St. Croix County, Wisconsin. This ......... ....... homestead property. 5aa (hoc (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; A nd ... j gTantor, Paddy T. Henne ------- .............. ...... I ............ ....... ......... warrants that t6i ... tit in fee si ny' . p le' and and clear of encumbrances except easements, covenants and restrictions of record, if any and any liens or encumbrances created by act or default of grantees and will warrant and defend the same December 85 - --------------- * ------ ........ ......... Dated this .... --------- --------- 7z� J. :7777 --------- da of ........... ----------- - 7' ........ 1 19 (SEAL) -------------- •--- --- •- •• ........................ ........... ...... � (SEAL) ---- ---------- ......... ............... ............... PADDY T. HENNE ---- - ------ •• .• .. ......••.•.•..••..•.•.•.•.......... ------------------- •..•••......• .. ............. .......... ........ ............. -------- ------------------------------------ (SEAL) ---- - ------ - -- --_..• ---- ...... ........... I ------ --- ....... (SEAL) .................................................... • -- ---- ----- --- ------ ----- •--- - - -- ...... .....•••....•••. •.•.• .•. AUTHENTICATION ACKNOWLBDGMBNT Signature(s) STATE OF WISCONSIN ......... R@kM-y.Jr.-A1ftRnqt .............................. ............ . . ................................... County. I all. authenticated day J ef,.peclember ...... 19 .85 • Personally came before me this ................ day of ed . ......... ....... ... ••--- --- ------- -----+ 19 -------- the above named ........... - -------- ......... a .................... . . . . ........................................................................... • AM .. R. . CART ............... ............. -- -------------------- ...................................................... ..... ....... ..... TITLE: ......................... NMBER STATE BAR OF WISCONSIN ...................................................... (If not ..•............. .••...•......•.•.•.•....................... ......•....•............................. ••..•.••••• ••......•.......•••..••••. authorized b § 706.06, Wis. Stats.) to we known to be the person ............ who executed the fore instrument and acknowledge the sane. THIS INSTRUMENT WAS DRAFTED BY ..... HEYWWD....CAZ1 --- &.. MJMT. by .. S.ame.l­ -P, ­ -CA r i P .O. Box 229 0— ............................................... .••.••...........•.....•... u so ------- -4171f -------------------------------------- Notar Public .................................. ........ County, Wis. (Si ma enticated or acknowled Both M Commission is permanent. (If not, state expiration are not necessary.) date: . ........ ...... ----•------ •--•- -----••- # 19 .-- - -. - - - •N smeg o f persons s i gn ing i a n y ca pacit y s hould be typed or printed below tbK4r Signatures. WARRANTY DZZD MITATE BAR OF WESCONSIN Wi"orsin I"al Blank Ca Inc. FORM No. 1-1982 Milwaukee. Wis. d3�- X7 LD �2 APPROVED 3 L 2041 ► ST. CROIX COUNTY Ran nlns ZM" and Pos Committee g >r d MAY 0 12001 s4 THIS INSTRUMENT D it not rowraw wutan 30 days of W t%*WlodlAM%IlWWE JOB NO. 00 -188 DATE: 02/0612001 N�I� umlgQ _ _ _ OG7M[ D C3�1 _ A S00°0 "E g_ AN DE RS E N SCOUT C AMP ROA a n 1 .0 S '2 — u r i ° f SEE N OTE D (N 00' 01 Viq — 0 *0 . w y } ` titl a n S00 °01 '22'E 396.38' — r qq° Q arS N p WEST LINE OF THE o m I .. . , . Q 41 QI - G�`p Q) _P g SW1 /40FTHESEI /4 $ I I jf N00°01 �' jat 4 :. . . . .. �. N .... 8 11 0 30.1 ° ^' c1 0 o z r = i } o 500°01'22 "E 10 m 1 n G b� c m �/ pwD rt ' 1.6't C IO Z x( 02 ° � w m 99.50' 1 230.6 - 1 - " q ta tnl + C N (n w v m m m w 0 7J Z O C ( I (� r o m a 0 co m a O C z ml � $4 (t Z $ Q g N -DI j r'a A C? (� f I ++ r DDOI� D wawoD N� im o�m� Q m w tvn Ml m j D of N n� cS a - 1 rn w m �1 T ml j m 03 rQ >m (4 rn q D y ^� I I W mom IGOD �i O0� m "iw D �N _D x I� °U W pnn l0 p l�` m f m Q! - I �I(l�t W I y m � IQm ��o�Q (T m y Im j O I m w ? 0 0 � N a � N N ly m + DIQp 500°2601 E 64.50' (�ij t 4 ;) m SOWO '18 - Q 9 L---- (N00.01'55W) c ID III ----- - - - - -- w m __ _ E 428.W' i° 0 0 0 0 0 0 0 �roD +mrtiM,6 I� rn m A o! m M m m m m -0m i� ro ro 0 cnp p�n m m r HN i0° O P 77 m D (7 W D �o cn N w o ����� yo n-i n co> 1 U 4 o a DZmD �. N0 r mm Z ZKZK8KOOKOOK Q OO m m ED0! m �Z� fwil 1.2• �NO pm0OmNm0go�m"0z0zwz DDmOC N I c=0 O O�OMO�O Z=r J -- � C2�ZaZO2pZgZ0oZ °2 xpr c cn r" m � D .o r � D S00°02'18'E 342.2 pD7p omoxom0 r OCDr -� m mm�uZDIMQ0 MODMm�MT yD o v m Dm000 n ANON 0 ° Q a n O0 S DOO 0* DU'D w w m d m w Z Z Z -- �DC JZ T m m m u w a cnUl �w Q yr O Z m mr�� �p w O ��pmZ 00 m N m ° 0 1 2 * 0 r c - D .( p m m o ct DDrOUt 4:4 m Z rim �r K aD0 O mD2ODD m N01 °55'02 "W 449.66' � 4 `� g� p ° m mm a I fry ° v j QO .w rn Q a) :3 m 9 9 ° N00°03'1 3"W 0 I 359.89' I i ° D ° /a C2 246.40• 113.49' OAK RID L ANE — =-z - H _ r a y p Q° DO m g 0 n C BEARINGS ARE REFERENCED TO THE !r -+ v m O r Z Z Z SOUTH LINE OF THE SE1 /4 OF SECTION G L O O D � x O O O 14, ASSUMED TO BEAR N89 33 - 59 - E / = to m O K <va �' Cr Z 3 o m D �a� o o °�� G ��C i GA�<3m N�Ns r O m < =m v v me tf! ° ° » ° — y 0 m Iil ° C m i D m Oz vm m K� p�W�����A�ANw 0 11 �2 mm O 0 k --%z 0�V1m n =� m � �a p Dmg� C2 fA' 7 �rt11100 `�3..�. C $ �z m� = p 0 Nyp0 n' m (n 0 Otl t! l O z C 3 o��� 0 acac r,.mym L7 N m 0 0 0 � . 1 0 N � 0 I Vol.15 Page 4078 • 3 SURVEYOR'S EYOR S CERTIFICATE I, Allen C. Nyhagen, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Leroy Urhammer, I have surveyed, divided and mapped a pan of the S W 1 /4 of the SE 1/4 and part of the SE 1 /4 of the SE 1/4, all of Lot 2 of a Certified Survey Map recorded in Volume 2 Page 482 at the St. Croix County Register of Deeds Office, located in Section 14, T30N, R20W, Town of Somerset, St. Croix County, Wisconsin; Described as follows: Commencing at the S1/4 comer of said Section 14, said corner also being the point of beginning of this Description; thence N89 °33'59 "E, along the south line of said SE1 1240.65 feet to the Southwest corner of Lot 23 of the plat of "Green Acre Country Estates First Addition "; thence N01 0 55'02 "W, along the West line of said Lot 23, 449.66 feet to the point of curvature of a 283.00 foot radius curve, concave northwesterly, whose central angle measures 23°28'38 ", whose chord bears N76 °20'39 "E and measures 115.15 feet; thence easterly along said curve 115.96 feet; thence N25 1 23'40 "W 66.00 feet to the Westerly right -of -way of Ridge Lane also being the point of curvature of a 217.00 foot radius curve, concave northwesterly, whose central angle measures 64 °39'33 ", whose chord bears N32 °16'33.5 "E and measures 232.10 feet, thence northeasterly along said right -of -way and said curve, 244.89 feet; thence N00°03' 13"W along said right - of - way 359.89 feet to the point of curvature of a 358.00 foot radius curve, concave southeasterly, whose central angle measures 39 ", whose chord bears N19 ° 51'43.5 "E and measures 243.90 feet; thence northerly along said curve 248.88 feet; thence S89 ° 33'24 "W 854.65 feet to the Northeast comer of Lot 1 of said Certified Survey Map; thence S00 ° 02' 18 "E 428.00 feet along the East line of said Lot 1 to the Southeast comer of said Lot 1; thence S89 °33'24 "W 661.68 feet along the South line of said Lot 1 to the West Line of the SWl /4 of the SE1 /4 of said Section 14; thence S00°O1'22 "E 396.38 feet along said West Line; thence N89 °33'59 "E 264.01 feet; thence S00 9 01'22 "E 330.01 feet; thence S89 °33'59 "W 264.01 feet to the said West line of the SWIA of the SE 1/4; thence S00 °0 1'22 "E 165.00 feet along said West line to the point of beginning. Above described parcel contains 32.600 Acres (1,420,077 Sq. Ft.) Parcel is subject to town road right -of -way (Anderson Stout Camp road) I also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully compiled with the provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the Town of Somerset in surveying and mapping same. SC 0 N IT Allen C. Nyhagen RLS 1407` ALLEN C. S & N land Surveying NYHAGEN 3 212 Walnut St. S•14[17 Hudson, W1540 1 HUDSON, ctg-&- (I. 16 WIS. Each Parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetland, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Somerset for advice. g�bomx •n • r�i � 1ppZ -, y T -i'Tl 2An O p �m��) v 772 �i ry m O v v Mr� S%=to Vol-IS Page 4078 ..N r 9 r j i �- - � e '�_ - ; A r �. �,` %% �- �'� f ,.. ,, ,� ,; � ,, rF #� ; ;� �� �( 3' �- s �� O O 3 y C y1 "Ilk M ^ a ik M r U) 'S A j z O? C I fn O e O• I 0 �. < y 0 CD i 3 W I�1 3 m o o R rr c � o w 3 o- p N a 3 Q _ v CO O c A c fD O W 3 — a to < I UI O cn z D a 00 m (W 3 0 N CD 0. O 3° z OrA z O Er < N z C5 co co » = m M 0 O i N N 3 3 N a 7 co z rr ° C cn z =+ : m 0 °_ CA o ° n CD m °' m = o o v w C d d w 3 a m Z Q v_ m � _ CD _ C o A Z T xw U) c -� ° ct ' d �z z 7 i o co W v m o a a C. z ao " 3 a m o y CD w z 3 .A 0 a j cj v vi p. 0 m o = at _ •� O m N C D) O d 7 7 p S 7 N CD 7 1 5D Q. CD CD CA CD A C I o i o ti I II I � o I i o o O .� a CD CL i W isconsin Department of Industry, SOIL AND SITE E V A L U A T I O PORT Page 1 of 3 Labor and Human Relations Division of!�-afety s Buildings in accord with ILHR 83 05 , 1 COUNTY I . St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz mu&'but not limited to vertical and horizontal reference point (BM), direction and lop GEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 6 ending APPLICANT INFORMATION- PLEASE PRINT ALL INFORMA �QV IEWEDBY DATE ax PROPERTY OWNER: ROPER rT14 Leroy Urhammer . L�g�k 1/4 . l4,S 14 T 30 N 20 �Lor) W PROPERTY OWNER':S MAILING ADDRESS # Lq; # `S . NAME OR M # 1501 Scout CAmp Rd. CITY, STATE ZIP CODE PHONE NUMBER ❑CITY E] ILLAGE []TOWN L! 1EAREST ROAD Houlton WI. 54082 71 549 -6497 Oak Rid ( 5) Somerset e Ln. [x] New Construction Use [ x] Residential / Number of bedrooms R [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 7 bed, gpd /ft - 8 trench, gpd /ft Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate .7 bed, gpd /ft .8 trench, gpd /ft Recommended infiltration surface elevation(s) 102.27 ft (as referred to site plan benchmark) Additional design / site considerations alt. area system el. = 103.6' Parent material stream terrace Flood plain elevation, if applicable na ft S = Suitable fors stem CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for I :K1 S O U CA ❑ U I CA ❑ U RI S ❑ U E] S O U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -6 10 r2 2 none 1 2msbk mfr Cfw 2m .5 .6 2 -12 10 r4/4 none sil 2cpl mfr gW lm np .3 gg Ground 3 1 12-42 10yr5 /4 none sicl m na gW if np .2 1 06.3 ft. 4 2 -88 10 r4 6 none ms os mvfr na na .7 .8 Depth to limiting fac Remarks: Boring # 1 1 0-10 10yr2 /2 none 1 2msbk mfr gW 2m .5 :' .6 2 10 -46 10yr4 /4 none sicl lcsbk mfi gW lm •2 •3 2 3 3 46 -84 7.5yr4/6 none ms osg ml na na .7 .8 Ground elev. 1 06.1 ft. Depth to limiting factor Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 20W Ave. New and WI 54017 Signature: Date: 10 -23 -96 CST Number: m02298 OKI PROPERTY OWNER Leroy Urhammer SOIL DESCRIPTION REPORT Page 2 of 1 PARCEL I.D. J! p ending Depth Dominant Color Mottles Structure GPDM Boring # Horizon Texture Consistence Bound y Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0 -10 10 r2 2 none 1 2msbk mfr cjw 2m .5 .6 3 2 10 -22 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground 3 22 -80 7.5 r4/4 none cos osg ml na na .7 .8 l0 %ev9 ft. Depth to limiting factgr Remarks: Boring # 1 0 -7 10yr2 /2 none s1 2mgr mfr cs 2m .5 .6 4 2 7 -19 10 r4/4 none sl 2mgr mvfr gw if .5 .6 ................ Ground 3 19 -29 10yr4 /4 none sl lcsbk mfi gw if .4 .5 elev. 4 29 -80 7.5 r5/4 none ms osg mvfr na na .7 .8 10 ft. Depth to limiting fact Remarks: Boring # 1 0 -6 10yr2/2 none 1 2msbk mfr cs 2 .5 .6 .' S >' 2 6 -21 10yr4/4 none sil lcsbk mfr gw if .2 ' .3 Ground 3 21 -60 7.5 r4/4 none cos osg ml gw n .7:: .8 A'.6 4 60 -80 7.5 r4/6 none fs m na na n .5 .6 Depth to limiting fact Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Leroy Urhammer 1554 200th Ave. CSTM2298 SE4NE4 S14- T30N -R20w New Richmond, WI 54017 MPRSW 3254 town of Somerset (715) 246 -6200 csm 1 " =40' BM.= top of 12 pvc pipe by lot corner Alt. BM.= top of steel post @ el. 104.7' �Z o' 2 Gary L. Steel 10 -23 -96 �a.. 3 APPROVED 0 ig ' ST. CROIX COUNTY �/ 7 M Av 0 2 200 1 Pldnniluf ZDnl�n and Parks Oanamitlee t ! 1 2001 � � w+ O1Uo MAY 0 12001 64 RD .'M ST. CROIX COUNTY �� not recorCed wruiin 30 days of G1 THIS INSTRUMENT DFW fA M#W*r*h4Ql WE JOB NO. 00 -166 DATE: 02/06/2001 UH0DL L%VU[RD '" � OM�GrIL D 'l 04aL Q� _m o S 00 °0 1'22 "E AND SC C AMP ROA . 165_.00' o� _ S 1'22 "E 96.38' o? SEE N OTE D (N 00 ° 01'W) _ 00 °01'22" 4 �11n 4 S00 °01'22 "E 396.38' w — 1 165.00' o 5-� ` o WEST LINE OF THE o m 0 40 m zli Q U — d �� W ° SW OF THE 5E1/4 ° Z 0 N00 °01 O I N W 'W) W n 0 n z n � r I r_ N i 30.01' O N w �' - C fA n ' �� = w m 'O I c O ° o n 40 o m 33 W �� C2 :D M I I� I [ ] - SOO 01 22 E _ mx < tp-- og °� 0 m I I� oW ?o= 310 I �P m 0o 99.50' w230.51 W N w 6 w J'm a W cS ° C I �zgpmrm cn w ,m a m y N O I I� u' co i w w cn w ao O �n Ic� ° rng� w ����� Ov w w ch IOW ( Iv nn C`� �o�O[� m m z (m W �� I o? �� %� rn w o O N ry 10 fl1 S00 °26'01 I o� Q I LA a Q (N00 °01'55 'V1) .4 I m O I O "E 64.50' w w CO �+ r+ I D L _ co w w � SOO°02'18 "E 428. ' O O O O O O '� N D m m r p O O cn N o � p K t0 ' O>t n :m n :m :m :m :m °DDQ"� ca Q r- DZmmZ 4; I g o cnp. N nD�r° W 1.2'r I Omomomomomo�0� 070 0) -< I� KOKOKOKOKOKOKO �� N wO r�r Wr�i N (n n n w cn w w DmOc> lO N w � O OOOQ�O�O�O�O�O j 000 ~ S00 °02'1 8 "E 342.23' c I� .r KCKc ND 1 A 37��''O ca I� � zvz O Z O Z O Z O Z O Z �cn w a w OcG) I G� r p 0 m i' a rn bD c m Dcn z mfnmzzcoz0)z0)Zzzz No mmc I2°J M pwpwmwmwmwmrnm �4 �omc 0 R o 3) ' 1 33 0 R31CoM�;X ° 0) 0 P 0 0 Wp< cnZ I� �cn�c w w N ia D m Z Z Z -I �IDCm *O p m ��m� 0 vo �� a° m�0 -0v�i0 � ° Q w � ai W 0>t m w Q w OC { W m ° v� N N r z tip rn Q -•P p� z m ni m11 z m $$ :O m O v I� zzz-1 0 -a 0) cn m 4. I� I " NOi °55'02 "W 449.66' o �°' oo "� io , M :q � i � m j $ w rn �? I w w �� 9 , . m w o N00 ° 03'1 S'�1111 ...... .... , I M n no �' 1 359.89' 1 I �, �p (/� C2 246.40 113.49' O 1 OAK RID L ANE r ,, El o . • 4@��o 0 y / Q m o O im q O O m O r �/ � BEARINGS ARE REFERENCED TO THE /G� O a a r m 55 6 O Q D w C c 0 c III Q � � QOuI/ r � --I v - p r 1 Z Z -i Z O SOUTH LINE OF THE SE1 /4 OF SECTION / 2 2 0 m D !n x 0 0 Z y ° If! 14, ASSUMED TO BEAR N89 °33'59 "E �/ ` m N 0 m z p 70 `� m 0 0 m� �yG �0 On <�d N7N70 p n ��r0 z z Zz - n W 0 rr� m nmm m0 0 �; z m m �DZ m n n '�r*a7 �Ci7 �D �y�N01 ■A 1 O p� � m m K0 0 - 0 Wasp �D � � ��mm m Y n O �Nm 0 zt c a �m �z ?no �o�mn•vaaooa�3 0 R z � c �Nm 0 O c o.c r * rtd O p ° 3 � 0 �m _Z 0 fA �p h ®Nm000ft 0 O - Vol. 15 Page 4078 t c 301 c C C/) N y O C A C O A W `C• S < 7 r. ? 3 fa Qp 0 0_ „O. N y W 3 tD G CS 4 C N O C v C n N c�pp �ryy n 0) C CD C (DD co N O 7 V1 a N N p � N S O C7 v G) Z D tp CO 3 D W a O 3 0 N N' n O � V + tO Z O C, O o c N N N 7 3 '.�. C N• fD T . M T V O . Z 0 0 0 5 O p? G N Z C O 5 to to N D ID v v_ c :3 m � cn qS+� - 00 cc d N 3 3 m N a o Z _° C fn Z I x m m 0 O 'o d O (p fD N• ID W 3 Z C6 m + 1 M N S y O A Z n as. W C ` A L*. M. n 0 V m G A CLro +Z OD a I A a C rr c m 3 m o 3 A A I y a O f N c m Z a O W C 7 � I w y O N I m A fi S A I 7 � V I o I � ti (D C m v o O O N I o o a ti t Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Cr oix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must _ include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 8 2 ng (' percent slope, scale or dimensions, north arrow, and loco d distance to nearest road. .4 i . Please print all infd'gAC . viewed by Date Personal information you provide maybe used fo�tecon(lefy purposes (Privacy k�v)r, s:,15.04 (1) (m)). , Property Owner i % n 7 ^3 Property Location 9 [ f Leroy Urhammer Govt'Lot SE 1/4 SE 1/4 S14 T 30 N R 20 f4(or)W Property Owner's Mailing Address Lot # Block # Subd. Name 1502 Scout cAmp Trl sr � �'�� 2 na cstn I . y `f`' City State Zip Code Phone No" ` [] ity ❑ Village �] own Nearest Houlton I WI 1 54082 1 (715 N 5 Ridge Ln [ New Construction Use: U Residential /Number of bedrgo" = Code derived design flow rate _ 450-6 00 600 GPD ❑ Replacement ❑ Public or commercial - "Desedbe: - Parent material ql ac-i a 1 dri Flood Plain elevation if applicable _ n ft• General comments and recommendations: trenches starting @ el. 97.65, followed by trenches spaced to code 4.00' below grade Boring # ® Boring 1 E] pit Ground surface elev. 01 .25 ft. Depth to limiting factor +90 in. Soil 6plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -10 10yr3/3 none L 2msbk mfr 9w 2f .5 .8 2 10 -21 7.5 4 4 none 3 21 -90 7.5 4/4 none sl 2msbk 2 2] Boring # Boring ❑ Pit Ground surface elev. 101 .65 ft. Depth to limiting factor +90 in. Soil Application jate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/3 none L 2msbk mfr qw 2f 2 9 -29 10 4/4 none sicl 2msbk mfr QK if - 3 29 -90 7.5yr4/4 none sl 2msbk mvfr na Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ent #2 = BOD < 30 mg/L and TSS < 30 mg/L In CST Name (Please Print) Signature CST Number Gary L. Steel 02298 Address Date valua o nducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 4 -13 -2001 715 - 246 -6200 „9 Property Owner LerOV UrhaMMLX Parcel ID # pen&ng Page 2 of 3 Boring # ® Boring F3] pit Ground surface elev. 98.85 ft. Depth to limiting factor +90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -11 10 3/3 none L 2msbk mfr 2f 5 .8 2 1 - 3 21 -9 7.5yr4/4 none sl 2msbk mvfr na na .5 .9 Boring ❑ Boring # 98.85 ft. Depth to limiting factor +90 in. 4 E] pit Ground surface elev. g Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0 -21 10yr3/3 none L 2msbk mfr qw 2f .5 8 2 21 -4 10 4 4 none 1 3 40 -6 7.5yr4/4 none sl 2msbk mvfr 4 60 -9 7.5yr4/4 none is Osq mvfr na na Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L ` Effluent #2 = BOD < 30 mg /L and TSS 5 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6 /00) w. STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Leroy UrYiamner Richmond, WI 5 CSTM2298 SE4 New Rich 4017 SE'' S14 - T30N - R20WQ 715 246 - 4017 MPRSW - 3254 town of Somerset lot #2 -csm 1 =40' BM-= top of lot survey stake @ el. 100.00'se lot turn stake Alt. BM-= top of lot 23 Green Acrecty. Estates NW lot stake @ el. 91.85' �c 3 �0 �a5 VC 94 �� % X r Gary L. Steel 4 -13 -2001 " 3 APPROVED 7f r Az ST. CROIX COUNTY 2001 Ptanninn tonl* A mrl parks committee ' 4 1 O�.Q ,2071 WI&W X41/ y w oo MAY 0 12001 6443 VO-0— if lot fewt(led mmin 30 days of THIS INSTRUMENT DR &'e'W # "AIrvb E JOB NO. 00 -166 DATE: 02/062001 tl Mf p[ 44�D`�u o O�[v v v O�'C�C�G°3a _m o S00°01'22ME AND SCO C AMP ROA 11 5. o� _ S 1'22 "E 96.38' �? SEE N OTE D (N ° 01 'VV) 00 °01'22" M/,� S00 °01'22 "E 396.38' �� I 165.00' ow 1Qa� N o WEST LINE OF THE o m I g �% _e �� p� $ SW1 /4 OF THE SE1 /4 Q Z j� ?N 3001 ON ......�. N .� C... fRo'�b�� =i mp I I� 1 C 0[�° t0 S00 °01'22 "E 40 ° m ca . %� o 8 O m 11 m + I �) 99.50' 1 230.51 C m o n to C#3 o E C) .. N 5 °� Z I G' Infnl c v ml Zwt+ o i+ Z o $$ m �O� I I� IQ r zl ( , S Q Q + z O N D N im o m� I �> 1 1 DOIi w o c J V] N� I 4D I zw cn �' ,m � m 6 g D O>ti 0 I I� O �$�ml��� m ���� w c1'a, w c w iN �r 10° W cnnp Icnnn -4 ��� %(IJ (D m m Sp Im I� N ��' Ion A �� z W �cn IAN ��.�� j W z o o Iz to ° " I o� 4 a3 LK) (N00 °01'55"W) D m Q 1 OI O S00 2601E 64.50' �(`Zj S00 " 428. 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A Q Q 37 1 O of w 0 O m 0 �' /�� ` P D p BEARINGS ARE REFERENCED TO THE /6� Op /1n (n (n O $D 01) c c 0 m Q P = 1 v - n o r 1 z Z ::1 Z SOUTH LINE OF THE SE1 /4 OF SECTION G L ) w O D (n x Z D 14, ASSUMED TO BEAR N89 °33'59 "E m N C) O 1��1 z o � O O 700K 0 i �0 �O OnPIP y�N p m z =�r0 Z Z mz O 0 rFo nmm mm a c a z rlr - IDZz v me 0n - Irta3O'C' 0 OA�m m m o� 0 C 0 Opp Wm 3'� �I'fl� m y � Am� p Imo z 0 0 NNOm -1 y 0'0 �I p z 7 00 F 0 Om ac rim app o N� ry a � m 0 0 �0 0 44h N 0 " O N 0 O Vol.15 Page 4078