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HomeMy WebLinkAbout018-1025-60-000 (2) [.Cgoss see, T'd,v of mouA.) D w rtt Ser> Vi STRiGoTtoo ' aygecSATE rkickoeSS PIP~,JG•- aF T°P SOi L w, TE,~i4/i(/.fL s ysrEM U=+ FORM -roE- 1-1*" E 3 r RhT~O MED. I j:D SAW> Ptowmo TopSoi 1- % SioPE F'oRce uuiFoRM ° m mt.j R t EvATIOa UAJ M T-. ELEvAr'oN5 S , IOZ.•~f~ E l 2~ Fr. lmvF-Rr OF f JAT£RA(.S F /•U FT. T, f 0 2. S ° P ° F Rock ~ H /-0 FT. ' Top OF IATERA Is 1 d ~•S~ PLAN VIEW OF Moujj D - w1rff *BE:D FoRcE: MAW A (o Fr- l - L Fr K /U Fr T w -U p 1 FT k -~1 r fs' w F r w 30 0 L fT Bet? OF PVc cAPpED To t T- r n(35ERVhTtO~,t ~ 40 /0 PEQMAN EAuT M AR L ERS (,rDPS d IF Cle,4 ; p 0 j •S w E'E`3 j~ RE(eumso BASAL. AReA = `AA?Ly whsrE-FloW SOIL LIE- I1PAci Ty Sa• Fr. PRopOSED BASH ARL4 = 13 X (A + ~ ~ ~ J'''• ~ 'SQ° ~ 0 91. SEPTIC TANK &-'PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ~W4" CI VENT PIPE 12" MIN. ABOVE 'Sy ~ • a ? l0' FROM DOOR, WINDOW OR GRADE ~ °WEATHER PROOF FRESH AIR INTAKE JUNCTION BOX APPROVED WITH CONDUIT MANHOLE Ci W1 PAD LOC; 1(! WARNING L L Iv 4 " M I N INLET 1 V ' GAS- ~ 1'► ~T TIGHT SCD.40• -1~k A I SEAL Puc QI Pte; B APPROVED M C L 4# X B I ; ALM JOINTS W1 3 fo SOLID -{---3,J' ON PIPE 3' Oi SOIL 7,.D C i SOLID SQI. PUMP OFF ELEV. q'• FT. OFF RISER . ,6o7T~~ x D IFRTANKED 13~ MANUFACTUR 70. D 3" APPROVED BEDDING UNDER TANK HAS APPROV CONCRETE PAD 6Vi 9 i S-,.~ SPECIFICATIONS SEPTIC / DOSE 60,vWJe f ~D!>11C7"~ TANK MANUFACTURER: NUMBER DOSES PER DAY: TANK SIZES: SEPTIC AM GAL. D L • ;1GAL, DOSE VOLUME INCLUDING DOSE QQ P _ FLOWBACK: GAL. ALARM MANUFACTURER: LeG4G• R01tj 4p . CAPACITIES: A = Z.o MODEL NUMBER: INCHES = 30 G SWITCH TYPE: B = 2 INCHES = 3--=_G. PUMP 'MANUFACTURER : MODEL NUMBER : C = INCHES = 9 SWITCH TYPE:~3• y'~*?--. D = Sys Z.Z INCHES = Z. G REQUIRED DISCHARGE RATE .3✓C GPM PUMP 6 ALARM WIRING AS PER ILHR 16.23 VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ZS + MINIMUM NETWORK SUPPLY PRESS RE FEET + _J4d FEET FORCEMAIN X 2 •!je FT/100 .FT. .FRICTION FACTOR • . FEET TOTAL DYNAMIC HEAD 30 D FEET FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH 7 ~/N WIDTH DI,;METER,----- LIQUID DEPTH ~3 3•.S' SEPTIC TANK, per Comm.83.44 (2) (c) shall be equipped with an plc sp ~'A. ch 1 y o~ 17 P-4 CD,v~iNS' I7. ~ r' y r L W r AM6=,j Al 66 34 1110 ~ ~ O ~ 32 •105 - _ 30 100 -i ! F 95 28 - 1 90 - T i 26 -8s - t MODEL EFFLUENT 24 Q 75 MODEL I 189 and i - 22 - 185-"'t•► DEWATERING 70 - U 20 65 O 55 - 16 50 T MO-DEL' -_I rT O TI T 163 I I- MODEL F 14 - 168 35 i 12 _40_ - 35 - - 10 - MODEL 30 ~ -MODEL 137, 139 185 SEWAGE and a DEWATERING - - 6 _ 20 .I ` MODEL 161 MODEL 15 d 87 ~t I S w 2 MODEL 1 LL t 5 53, 55. r - I 57, 59 i ~ I I 0 GALLONS 10 20 30 40 50 60 70 80 90 10L 1110 ISO 75 j LITERS 0 80 160 240 320 400 22 FLOW PER MINUTE 170 i 20 --s:- ®®tY RS ~ I _ r"" - MEAD CAPACITY UNITSlMIN Fret ".4e7ers Ga. L7•s 10. 39- • Automatic or Nor-Automatic. , • H.P., 1 Ph- 115V, 200-208V or 230V. I s ~ 457 64 242 ,I,iIL~'I,flirllf 26 6.1c 36 1315 I + ! „ • H.P.. 3 Ph- 200-208V or 230V. i'! • Non-clogging vortex impeller design. " 7'2 s 30 Loc, Vatic 26 • Passes', inch solids (sphere)- ,ilr'I ( • ' NPT discharge. 1 • Float operated, submersible (NEMA 6) 2 pole mecha Heal switch. I`• Automatic reset thermal overload protection-"r?' S % tfl1 • Stainless steel screws, bolts, guard, handle and arm and seal assembly. 'Bronze motor and pump housing. switch 3280 Old Millers Lane case. base and impeder. P.O. BOX 16347 Mercury float switches are available for non-automatic models. Louisville, Kentucky 40216 (502) 778-2731 FLOW PER MIN'JTE Pg. 6 of 6 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank. The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retainsolids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in thg tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tes. verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Dlstribution S tem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound Is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shalt be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be Inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to your county zoning or health inspector. SEE REVERSE SIDE Pg.6 FOR MAINTENANCE REQUIREMENTS SPECIFIC TO THIS SITE, DESIGN, AND COMPONENTS C 'pagoadsvT Alaelttbaa aq osTe TTeLIS TTaO quatugca.zl s,welsAs aqq ut 6uipuod juan1338 30 aDuapTAg -8-1181a Ajaes alaAas °g LPTeat' saATOAUT gaTgM XxoM STgg bUTwao3.zad aq pInOgs Uoslad paTgTTenb Alaadoad pasua0TT e XTUO -(aToqueut/aaAaa punaab anoge paXOOT a eTA) sXueq aqg UT wagsds .z8gTT3 aqL -qno STel&IPT aqq buTueaTa pug butgsnT3 xo3 - dTq gaea qe 'sTeaageT paZT.anssaad agq UO sleUTwaag gnoueaTa '(sadid uoTgoadsuT TaAaT quanTgga) eaag Teseq punow eqq uo :tuagsAs agg oquT pageaodaoouT uaaq aA2q sg.zod pue sadTd uoTgoadsul -Aaessaaau sT 'squabe sTq ao 'aeutio ayq Aq suotgoadsui aipoTaad -g re LT.~eguTelU Og aU0 L *XSAOd,; -T I guaToT33ns LON SI ggeauaq wagsAk- at{g uT guanl333 1 iwaisAS v uaA0 NOIIVL3O3A 3H1 daLKM Aliuv'IC1J3d 01 AHVSSa32N SI II °w6ISAS ag g AOagsap ueO OsTe 0133ejq A'Aeat1 ao uorgoedwoo •aan'ETe3 oq peaT ueO (aATquanaad uOTSO-xa `3 UOTgeTnsur SlTaO aqI) aaAOa,.aATgegaban agq 30 gOaTbaN ° •aOTApe .z03 XTageTpawwr JaTTeISUT anoA gTnsuoO ° squnowe paijoa atilt buTsop og uingai ol dwnd agq buTAOTTe 'Xueq busop agq dgdtua aadwnd pasuaoTT a gegg papuawwooaa sT gI - (afi.R:teaT) TTao 841 g~edwT Alasaa.Ape Aew 43TLIA ' TTaO eqj ogui padwnd bUTag guanllja go peOjxaAO Aaeaodwag e uT Ylnsaa I~ew gT 'slTej dwnd e ao 'S.Tnoao af3equo .zaRod e 3I •b -wagsAs sTgq Aoagsep PU2 pe011i3AO TTTA STeTJagew agseM uanS 30 UOTIOnpOagui Auv -alsem go saaanos Texngeuun aaggo Xue .zo ;Ijun Tesadsip abegieb n wox3 SagseM agepowoooe Og paubrsap IOU axe SJMOd -ATrsp -STQ5 9-" 3o molj aagemagseM wnwTxew a :to3 paubTsap sex u)4SAs stgy -padoagsap pue papeaTJBAO ATTeozTojpAq aq ueo wa_Isxs .xO ipasTozaxa aq of spaau UOTgeAJasuoo JageM °Z -sdn azaaaj ol peaT Os T12 ueo (asrt a:ggeii ou uT buTglnsai ,d Tag u0TgDe3RA e) -Ta U-1A agq uT asn sonuTguoosTQ •wagsds aqq do burzaaag '7193 aq*l. o uT agejgauEtd TTzM/uea gsoa3 .zo 'paiiiwaad aq qou ITegs gale aug S!so.xOe (•04a 'buiJEaAOus 'burppals)_ ozj3eaq aaquT~j -1 S,LN,gK9 1f1 3H 3ONHN3,LNIVN HaNMO ,LN~'Z~IOdi~tl :sgTun buraix 'sloaquoo oTagaaTe 'dwnd .xo3 'ugtoTagoaT3 pirz EaTTegsuT uegg aaq-4n quabe UofgaadsuT BOIDAaas pasuaaT'j -~/-/lI y1~~ /f del ~~M : I enuem s zasn „ aOUeuagurew /UOTgeaado ue buTpTAoad ao3 aTgTsuodsax 'xaTTPISUT pasuaOTZ elf • 98 • SJL '.Ld Q* •-~Nin~a2 : saogoadsuT Aq,o pt{gne "Cequ8wua9no0 ~ X lOc~J :ls JINSOV 13VJN00 OI3IO3dS °saTgTacggrig'buT11014u03 agq ol sgaodaa uoTgOadsuT/aoueuaquTp1A Aapssaoau TTg gTwgns ol apoo Aq peaTnbaa si aaURO* aqy -EagsAs ST►.rq "3o UoTge.Tado AggTeag ages aqq .a03 Aaessaoau ST buraTAaas pue SUOTgoadsuT oTpoTjad aelnbaH -wagsAs sTgq 30 aoueuaguTew PUU UOTgexado aadoid .zo3 aTgTsuodaa sT (aauxopueT) sl* W91SA-C 3I1d3S 30 3OflIVZNjVW s, H2NMO Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of Division of Safety and Buildings in accordance with Comm 85, W& Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan qty 5T. C R 0 i X must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.01 O percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O Please print R 'ew Dat Pemo" rnromnewn you p~~ may be fort es ~Y low, . 15.04 (1)(m)). 7 % 7 l0 Property Owner roperty Location .5 74AI d-,4V /y,'tN I _11-L 11 X010 vz Lot 59 1/4 N~ vas Z T2-7 N R 7 E (or) Property ONaWs Mailing ress t# Block # Subd. Name or CSM# /O SO V. 5• wy ST. CRO7nWimr COUNT FFIC O s P,yR T of Fit~M State Zip Code city ❑ Village W Town Nearest Road 3 fFlOly/N 16110-02-1( 7/5) (P89( 2-166 Ri fOND ( New Const urAon Use: ;4 Residential /Number of bedrooms 3 Code derived design flow rate d GPD ❑ Replacement ❑ Public or commercial - Describe: _ Parent material /02~55 OVER S/¢.UDi f Flood Plain elevation if applicable NI R. General comments and recommendations: Area Spot Tested statable foi, moved (P.O.W.T.S.) system USN W4 ful. Bon# ❑ Boring loO. 74? F-11 Zz S. S. S . Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Stnxxure Consistence Boundary Roots GPD/(f In. Munse" Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0' g /bYR y 2 L. zfsbK nMfR IS 2f . Co -e cs l • fo 2- 8• /0 y 4 z sbk /wifiz 3 z /o A 5L 2 s k tmv~ (Z to /.0 Y' I 2-L' Z . s R (0c ` SL 2-rw► K w U~ c5 G /O 5' •GS 75YRG Z•S 5 Ut s nM r• .7 /S M o•FS s/~ a Borfrlg # ❑ Boring loo. 78 SS S pit Ground surface elev. R. Depth to limiting factor 27 in. sod ication 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 • 7 /0 YR y z L ifs /c /V%-FR 5 z .6 / o 2- 7-1 S o K 519 S:! zfsbK nM R C5 !-F 3 8.27 7.5 YR G .SL Fsb f(Z cw .7 2 - & b ?•5 G tm 3 P S yQ 5L v s nM f 1' L. 6 Sg ~ Effluent #1 = BOD a 30:E 220 rrx,;ll. and TSS X30 < 150 mgit ` Effluent #2 = 130D ,:S 30 mg1L and TSS a 30 nxA csr Name (Please Print) Ro/3~ T &13R%CA r s~natue GLt CST 5 Address Date Evaluation Conducted Telephone Number Jibricht 2--2-010 715 772. 3 yy2- Private Sewage Consultants 2812 10th Ave. Spring Valley, WI 54767 - yo •4 5 S 1-,+N ~r~42/srt~N oig • /o Ay 3 0 • crag Z 3 Property Owner Parcel ID # Page of 11-31 Boring It ❑ Boring /oo 0 9 SSS' Pit Ground surface elev. ft. Depth to limiting factor Z in. Soil Application Rate Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD1fP in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'E61 'Eff#2 0•1/ o ~e zfs l- i►A,fe es zf 6 • 9 p yR G. / -F L rm-~ R c- W :2- -3 /Y 5 /o 4 5 -51L zf Sbk /V%-PR cs / f • 4 y . •Z9 7•.5R 51- fs6k ^-r-R c5 n~►-F ► . z 5 2-9• &o s YA tM 3 P no7's S 'Z- d All, z•S yR s e I -j ❑ Boring # ° Boring E] pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff tn. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 El Boring # ❑ Boring El Pit Ground surface elev. R. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Col Redox Ption- Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz.,Omt Color Gr. Sz Sh. 'Eff#1 'Eff#2 'Effluent #1 = BOD, > 30 220 mg1L and TSS *30 < 150 mg& ' Effluent #2 = BODE < 30 mg& and TSS < 30 nxYL 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. SBD4330 (RA(00) UIbricht & Associates Private Sewage Consultants 2812 1 Qth Ave. Spring Valley, Wl 54767 pRopoS~D NEw w~/~ PR°paS~D sT,gK~~ O°r yoQ u~. 1 fdU,e ~0 Vi ysr- ~,~i ARM /do.1 S f Opfou a I /00. 7,9 l ; 4 loy 100160, 3~ r 0 l _ 53 f Qppo~ o E °F T P tOfV6- ESL. oN ToP or wtf~T~ 5T C a~"~"') pme VOOR 5; ill 6-, /OO'o Parcel 018-1025-60-000 07/14/2010 E 1 OF A 1 PAGE 1 1 Alt. Parcel 12.2917.189A 018 - TOWN OF HAMMOND Current X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - GAUSMAN, STANLEY W & SUSAN M STANLEY W & SUSAN M GAUSMAN 1050 HWY 63 BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1050 HWY 63 SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 20.000 Plat: N/A-NOT AVAILABLE SEC 12 T29N R17W N1/2 OF NE SE 20A Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 12-29N-17W Notes: Parcel History: Date Doc # Vol/Page Type 03/16/1998 575130 1306/056 WD 03/16/1998 575129 1306/054 TD 03/16/1998 575126 1306/049 QC 2010 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/11/2009 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 14.000 2,300 0 2,300 NO UNDEVELOPED G5 2.500 3,800 0 3,800 NO OTHER G7 3.500 24,500 174,500 199,000 NO Totals for 2010: General Property 20.000 30,600 174,500 205,100 Woodland 0.000 0 0 Totals for 2009: General Property 20.000 30,600 174,500 205,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 116 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel 018-1024-10-000 07/14/2010 10:25 AM PAGE 1 OF 1 Alt. Parcel 12.29.17.177 018 - TOWN OF HAMMOND Current X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - GAUSMAN, STANLEY & SUSAN STANLEY & SUSAN GAUSMAN 1050 HWY 63 BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 35.000 Plat: N/A-NOT AVAILABLE SEC 12 T29N R1 7W NE NE EXC PT TO CSM Block/Condo Bldg: 9/2667 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 12-29N-17W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1040/128 WD 2010 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 11/04/2008 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 22.000 3,800 0 3,800 NO UNDEVELOPED G5 13.000 23,600 0 23,600 NO Totals for 2010: General Property 35.000 27,400 0 27,400 Woodland 0.000 0 0 Totals for 2009: General Property 35.000 27,400 0 27,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 lO+i=OUNT `fit:). WARR iN Y DEED '~f~'FFTER'S OF FiCE 5T. OROIX C© µ!I fry! fn f ($4 G prat c THIS DEED, made betwexn Bernice F. Qausmn. Grantor, and ~ s ~ ~ W. Glusanan sad Susan M. Gaunan, 1' rsband and wife as sw-,r5vors l-`p tatar al pmpe,•-h , G;a,^te;. 9:30 A WITNESSETH, ghat the said Grantor. for a valuable col ideratioo of \ ~ aad od wT valuable consideratibn conve; s to Grantee Lhe fol;o-Ang Ra , 0 Uadx &sc6btd ma; cKtale in Sl, Croix Coc.❑Iv. State of ;kiscovsin: SEE A TTAC`l D I. FGAL DESCRUMON RECORDIUNG LNTOR.NtATION NAME AND P.ETURIit ADDRESS F~ Bakke Norman, S.C. hr 900 Main Stmt Baldwin, Wl 54002 013-1024-20 „ -I - 0_~ ! - (Parcel ldentificarion Nwnber) 71M is r;<ot hoaxstd property. Togs with all aruJ singular the hereditaments and appurte-cruces thereunto klonging; and Grantor warrants tbw the tile, is good, sz&fe 6blr w fe-z simple and free and c!e:rr of encumhran= except: F cs tzte, high"5 S, utitty rights and reservations of record, and will warrant anJ defend the same. Datad ibis day of Mach 1998 17 t.~r 1i.tCr+J.+.r».cn (SEAL) (SEAL) Ali,=rutty F tc~t~xe a (S AL) (SEALi AL7rTIUJT'.CA'nON ACKNOWLEDGEMENT Sq xmuels) of 6enrre F. Gau.;mon STATE OF WISCONSIN _ Sr. CROIX COUNTY } aszd n'I dzr o 1493 Personally came before me this day of 19___. the above named '7ltomas R. Schun,2 kr flO14996 M-E SiG':fBER STATE BAR OF ::'ISCONSIN (lf to the known to be the person who a.udw_•naxJ by a 706.06. Wis. Stats.) executed the foregoing btstrument arri acknowledged the same. 17HV. LN^Sr`RUMEN'T WAS PRAFTCD BY: 11tatrr2s R. Schtrm2cfier - - BAKKE l~ClRMA:~l, S.C. Notary Public, County. w'9sro:stn BALD`WIN, W-LSCO,NSP My Commission is permanent. (If not, state eApiration date: 'Names of tx- r~asti signing in any capacity should be typed r~ d or printed below their stgrttums. LEGAL DESCREPTION T-he Southeast Quarter of the Northeast Quarter (SE 'A NE ',4), the North Haff of the Northeast Quarter (NE 'A) of the Southeast Quarter (SE Northwest Quarto-,r (NW of the Southeast Quamc (SE V4); and the Southwest Quarter (SW 'A) of the Northeast Quarter (NE 'A) all in 'ection Twelve (12), Township Twenty-acne (29) North. of Range Seventeen (17) Wesi and the South Two Hundred Eight and Fide-ten h. (S209.5) feet of the Non h one-baff fractional Southwest Quarter (N 'fl Frac. Ste' of Section Seven (7). Township Twenty-izi-ne (29) Nosh, of Range Sixteen (16) West, eomaining € m heed Forty-six and give-tenths (146.5) acres, accorrding to the hutted Sues Government Survey thereof. 07/11/2010 19:22 715-549-6651 SCHMITT PAGE 01 Schmitt Soil Testing Inc. 1595 72nd St. New Richmond, Wl. 54017 (715) 247-2941 Send to, From. Tom Schmitt p'7 101 PI Attention: Date: 7 -dal office location: office location: Fax number: Cell Phone number, (715)-760-1978 lie) Total pages, including cover: Comments- a/$44. C ~ , 1101, 11 07/11/2010 19:22 715-549-6651 SCHMITT PAGE 02 Wisconsin SOIL EVALUATION REPORT #1630 Depar nwt of Commerm in accordance wkh Comm 85, Wis. Adm. Code Wage 1 of 4 Dlvfslon of Safety and Buildings Schmitt Soil'r"iing, Inc. Attach complete site plan on paper not less than 834 x 11 Inches In size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (8M), direction and percent slope, scale or dimensions, north arrow, and location and distance to neemst road- Parcel f A. 018-1025-604X)O Pleave print all Information, RevW-vad By Date Peroanal inrorrri mon you provide may be u0ed The seoandary purposes (Privacy Law, a. 15.04 (1) (m)). Property Owner Property Location Gausman, Stanley & Susan Govt- Lot NE114, SB114, S12, T29N, R17W Property Owner s Mailing Address Lot # Bfor3c # Subd- Name or CSMrIr 1050 Hwy 83 rte 20 Acre Paroal city State Zip Code Phone Number Cilty Village Tow Nearest Road Baldwin 54002 715-4584-2166 Hammond State H 63 New Construction Use: Residential I Number of bedrooms 4 Code derived design flow rate ON GPD L Replacement P.M. or commercial - Describe: Parent material Outwash plain (Sattre Series) Flood plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a mpund system. System elevation is 100.W based off contour line established at 98.96'_ Slope of area is 2%. Depth to limiting factor is 16'. a Baring 1-1 Boring PR Ground surface elev. 98.62 fl. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant color Radox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont_ Color Gr. Sz. Sh. •Efr#l •Efr 1 0-9 10yr3/2 none sil 2m9r mvfr as 2f,2VF .6 .8 2 9-16 10yr4/4 none Sil 2fsbk mfr 9w 2vf .6 .8 3 16-27 10yr4/4 cid 10yr6J2 Sid 2msbk mfr gw 1vf .4 .6 la 6 4 2744 7.5yr414 mid 10yyr5/2 grls lcsbbk mvfr gw - .7 1.6 5 44-56 10yr5/4 m2d~7.5yr6/2 sd imsbk mfr .2 3 E I ~ I Boring # ~ " Boring LL II n Pit Ground surface elev. 99.18 ft Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff In. Munselt Qu. Sz. Cont. Color Gr. SL Sh. •efwl •EfW2 1 0-9 10yr✓3/2 none sil 2mgr mvfr as 2f,2vf .6 .8 2 9-17 10yr3/4 none Sil 2fsbk mvfr Syr 2vf .6 .8 3 17-34 7.5yr4/3 m2d 10yr6/2 grA 1msbk mfr gw .4 .7 4 34-57 7.5y6/4 m2d 10y62 si imsbk mfr - A .7 " Effluent #1 a BOD5> 30,c 220 mg/L and TSS >30 x 150 mg1L ' Effluent #2 = BOD5 S30 mglL and TSS -5,30 mg/L CST Name (Please Print) Signature: / CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. - Date Evaluation conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 7/W010 715-247-2941 SBD4330 (s,01/M) 07/11/2010 19:22 715-549-6651 SCHMITT PAGE 03 r i u#ni ky ♦.+w..... - Bonng Pit Ground surface elev. 98.27 ft. Depth to limiting factor 16 in. ff] # Sofl Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary (toots GPOW in_ Munsell Qu. Sz. Cont. Color Gr, 8z Sh_ `Eff#i 'Em 1 0-9 10yr3/3 none so 2mgr mvfr as 2f,2vf .6 .8 2 9-16 IOyrS/4 none sil 2msbk fnfr 9w 1vf .6 .8 3 16-23 7.5yr4/6 Od 7.9yrG12 sl imsbk mfr 9w .4 .7 7, 25, ffo 4 23-58 7.5yr5/6 m2d 7.5yr6/2 sl imsbk mfr .4 .7 a Baring # 4 BO9 Pit Ground surface elev. 96.66 ft. Depth to limiting factor Q in. Boil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GpDtw in. Munsell Qu_ SZ. Coat Color Gr, SZ Sh_ 'Eff#1 `t;fltt2 1 0-8 10yr3/2 f1f 7.5yr6/1 511 2mgr mvfr as 2f,2vf .6 .8 2 8-16 7.5yr,4/4 c2d 7.5yr6/2 sid lmsbk mfr 9w 1vr .2 .3 3 16-35 7.5yr5/3 m2d 7.5 8/2 sd imsbk mfr 9w 2 .3 4 35 -46 7.5yr5/4 m2d 7.$Y[611 51 Om mfi .2 .6 iI Boring # (J Boring ft. Depth to limiting factor E I l Ll pit Ground surface elev. (n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary (toots GPD/W in. Munsell Qu- Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -EIM ` Effluent #1 = WD5> 30 c 220 mg/L and TS3 }30 { 950 mg/L " Effluent #2 = BOOS < 30 mg/L And TSS < 3fl mg/L The Deparpatent of Cominewe is an equal opport„taity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3131 or TTY 608-264-8777. SBC683M MOM) SOW& SW Testlng, Uw- 07/11/2010 19:22 715-549-6651 SCHMITT PAGE 04 Page .3 of 4 Conducted by, C mduaed For. Schmitt Soil Testing Inc. Nome: Staney& Susan Gausman Thomas J. Schmitt, CST 227429 Address: 1050 State Hwy 63 1595 72nd St. City, State, Zip: Ekddwidn, W154002 New Richmond, W1. 54017 Phone: 715-247-2941 Subd.Nome: NA s4.1-~ Lot No.. NA Dole / D Legal Description: _ NE1/4 SE1/4 S17- 129N R17W 0 Backhoe pit Township, County: Hammond, 5t. Croix County A Bench Mark 1 El. 100.00' Top of 2" PVC pipe at Hwy 63 Rine-of-way Q Bench Mark 2 El. 97.91 Top of 2" PVC pipe, just north of calf bom Bench Mark 3 El. 93.75' Service door threshold on NP end of 60'x 128' pole shed Slope= 2% tour Line Length 110 Contour Line El. 95,96' OII „f -cau~2 Lr1v S c~~ ~ S z4&' J' Scale 1 40' 6RAb E A7` /WA R c., P5 0. f/" G 0/'O`VC. 1j T AE S r 7- 5,, / C 7-u AL of 163 9 63 A- -/3 07/11/2010 19:22 715-549-6651 SCHMITT PAGE t,05 ~g# ~Sd~1f y R t w,.'x u 'w r~ yt u'~ ~;y~ ~~y~"~- ?~uT'e y Aa ,l.~k Jd DIY ~~l w,~w t ~ , >,I+ to M+O. ~ { {t v ~Aql ~f' & yy 1)1~` ° F1 at J) °ii,'r5'~ pp'~~`~~ ~.7~ V't ~~•a ~'~Y S,•~ ^ ~~n . ' 1. F' A°y 7 .'I I, I w~ , c,,~~ * 'at, yy ~SAhJ rn 7t q' i, C{~I; r. r ~pqq yy a ~p• ~F~ b p ' t ~ ,)I I ~ ~ ~ > p `y:; ` $ a a .,4 $ Mi t' ' altx 1 n+.• of {+c 141',zc } II 1. is C Yr ~I~7tljf 4 i 14 Yo FI, N1 .r 9 /per •r~ r6'I ci. 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