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HomeMy WebLinkAbout038-1189-60-000 (2) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 597491 GENERAL INFORMATION 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 Township Parcel Tax No: WILLIAM STACKER TOWN OF STAR PRAIRIE 038-1189-60-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 0 `f, Z a 3 05-r 13.31.18.968 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER f CAPACITY STATION BS HI d FS ELEV. Septic f/,3 g e, .3 7- 5 / 660 Benchmark /6Z • 0 9y, , to 3 Alt. B,~~.~. Lai Z • 3 ioo . S Aeration Bldg. Sewer I • Z fio Holding St/Ht Inlet V TANK SETBACK INFORMATION St/Ht Outlet 7• S. TANK TO P/L WELL BLDG. ent t it Intake ROAD Dt Inlet Nnr.~ 6 Septic 3 1 -7- A/t'f ' //1_ Z- 0 9 -T- Dt Bottom Dosing Header/Man. • 2 Aeration Dist. Pipe ,(p CJS • Z Holding Bot. System g • ~p 17 p PUMP/SIPHON INFORMATION Final Grade Manufacturer GP Demand St Cover Z •;5 Model Number TDH Lift Friction Loss System d Ft Forcemain Length - flri~ Dist. to Well SOIL ABSORPTIO SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 4QG Z SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Ma= tre~ INFORMATION Type Of Systemf (/~J r CHAMBER OR r CaV~1~Cwf tdJ~O1X- 1 UNIT Modeud%/'* : 6i~, .2 DISTRIBUTION SYSTEM ot4j, Jlo -~--/(o c*3 Z.. ✓ij Header/Manifold Distribution Ix Hole Size ix Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over TBedpthre Over xx D epth of Seeded/Sodded xx Mulched Bed/Trench Center nch Edges Topsoil • .Yes 'I`j No es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 2143 136TH ST C L-A., , ~6 cl- 6 1. Alt BM Description = ~ 2.) Bldg sewer length = 7-7 - amount of cover )f 6 V1 Plan revision Required? Yes X'-No ~ 11 -9 Use other side for additional information. ) ' SBD-6710 (R.3197) Date Insepcto Signatur Cert No. s~oa county ; C a 1 a Safety and Buildings Division 8 201 W. Washi n A P. Bo 2 Sanitary Permit Number (to be filled in by Co.) Madiso 7- ROIX COUNTY 1Y~ W 1.- / :.OMMU N'TY Permit Application Stater TransaytLon Number In accordance with SPS 383.21(2), Wis, Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secon urposes in accordance with the Privac Law, s. 15. 1 m), Stats. C 2 C L Application Information P Print All Information Property Owner's Name \ Parcel# O38- occ Z 3 , 3 i. 18~ YW 4 Property Ownec:`Mailing Ad s Property Location Gov't Llots City, state Zip Code Phone Number Y ection T ( N; R or W II. Type of Building (check all that apply Lo e 971 r 2 Family Dwelling-Number of Bcdroo Subdivision Name Art 016 B ❑ /A V Public/Commercial - Describe Use p ❑ City of 0 State NtA- d - Desenbe Use ~box rne CSM Number of III. Type of Permit: (Check only oe oComplete line B if applicable) rW1 A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) R. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration owner 17 rV. Type ofPOWTS S stem/Coy onent/Device: Check all that apply) ?Jon-Pressurized In-Ground El Pressurzed In-Ground 11 At-Grade ❑ Mound 24 in. of suitable soil Mound < in. of suitable soil 13 Holding Tank er Dispersal Component (explain) ❑ Pretreatment Device (expl V. Dispersal/Treat ent Area Information- , b Design Flow (gpd) Design Soil Application Rate(gp Dispersfal ea Required (sf) Dispersal Ar5R Pro d s S (f) yst em ,2- VL Tank Info Capacity in Total # of Manufacturer Gallons c •e Gallons units New Tanks E.Xl=g Tanks u ' cn _ Septic or Holding Tani: Dosing Chamber VII. Responsibility Statement a undersigned, assu r possibility for installation of the POWTS shown on the attached plans. Plu ber's Name (Print) t Plumbe ' e MP/MPRS Number Business Phone Nunaber Plumber's Address Street, City, State, Zip Code) / i untv/De artment Use Only Approved v Permit FFeee~j Date Is ed Issuing. t Be SignatuGiven Reason or Denial $ 7V DL Conditffi outs or D approval t tares, a ~xnt e~ z`n 1nt~rreE tiisperaai cell must d1l be s . ~ ?s as per .TIWagernent plan p. c. rioerl by plumber. ! j 2. A# Seft)jj*recuirplan~tTlUit:rlC.t rs'trtc`If".E1 nr1 + >rll per iWilc t cq► / ..rr1; IHIV e'r• # 1~ /.S Attach to complete plans for the system and submit be County only on paper not leas o g LZ x I1 inches in sift a,l c ~r~~' air baR`•~5:~ SBD-6398 (TL 11/11) System PLOT PLAN PROJECT Bill Stacken ADDRESS P.O. Box 75 Star Prairie Wi 54026 NW 1/4 SE 1/4S 13 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX SYSTEM ELEVATION 95.2/95.1 4' below grade DATE 9/17/17 BEDROOM 3 CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 I► BENCHMARK V.R.P. Top of 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 70' 148' 10' 40' OAC 42' 10' B. M. 35' Scale = 1/4" = 10' B-2 -1 40 Vents 40' Q 2-3' X 66' cells with >3' spacing 3-0 B- B-4 3 S 30' Pro 3 Bedroom House Vent >6" Quick4 Standard of Cover Leaching Chamber with 20.0 ft2 of Area 5.6ft^2/pair of end caps 12 Long 34" Grade at System Elevation All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 370 Property Line 3: Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 9/17/17 Owner:Bill Stacken Location: NW1/4 SE1/4 S13 T31 N,R18W 2143 136th St. Star Prairie Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Leaching Chamber Cross Section 4-6. Maintanance a ontingency Plan 7. Filter Cross Signature License nu er #226900 System PLOT PLAN PROJECT Bill Stacken ADDRESS P.O. Box 75 Star Prairie Wi 54026 NW 1/4 SE 1/4S 13 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX SYSTEM ELEVATION 95.2/95.1 4' below grade 9/17/17 BEDROOM 3 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Top of 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 70' r 148' 10' 40' 42' 10' B. M. Scale = 1/4" = 10' B-2 35' ri B-3 40' Vents 40' 2-3' X 66' cells with >3' spacing ~ao B-5 B-4 30' S 30' Pro 3 Bedroom House Vent >6" Quick4 Standard of Cover Leaching Chamber with 20.0 ft2 of Area 5.6ft^2/pair of end caps 12" 4' Long Grade at System Elevation 34" All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 370' Property Line Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 99.2' ,jv ent G rade Vent 43' x/30 /34 Septic Tank 5' S' Long 1 Grade at System Elevation 3 6" Grade at System Elevation Spacing- 5' 2-3 X 66' Cells Same on other end Observation tube/Vent At end of cell A B 16 chambers per cell System elevations: A 95.2' B-95. 1' POWfS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity al ❑ NA Permit # Septic Tank Manufacturer ❑ NA 3ESIGN PARAMETERS Effluent Filter Manufacturer ~j ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model i Number of Public Facility Units ~ NA 'Pump Tank Capacity j Estimated flow {average} aVda Pump Tank Manufacturer I 1 Design flow (peak), (Estimated x 1.5) J aUda Pump Manufacturer Soil Application Rate ' aUda tflz Pump Model I Standard Influent/Effluent Quality Monthly average" Pretreatment Unit INA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter © Peat Filter Biochemical Oxygen Demand (BOD5) :220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other. Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODs) 530 mg/L n-Ground {gravity} ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ~NA ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) 5104 cfu/100m1 ❑ Drip-Line ❑ Other: !Maximum Effluent Particle Size Ya in dia, p NA Other. ❑ NA Other. ANA Other. ❑ NA "Values typical for domestic wastewater and septic tank effluent Other ❑ NA IAINTENANCE SCHEDULE Service Event Service Frequency !Inspect condition of tank(s) At least once every: month(s) ears (Maximum 3 years) ❑ NA !.Pump out contents of tank(s) When combined sludge and scum equals one-third {'!a} of tank volume ❑ NA ilnspect dispersal cell(s) At least once every' ❑ month(s) ~ . ar(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: ❑ onth(s} ❑ NA yyear(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) EEHINA ❑ year(s) 19ush laterals and pressure test At least once every: ❑ month(s) ether. ❑ year(s) At least once every: ❑ month(s) Lether: ❑ year(s) MAINTENANCE INSTRUCTIONS !Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or 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 iDombined 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 notification of the local -egulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (36) or more of the tank volume, the entire contents of j:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. INN other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, land any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authoritywithin 10 days of completion of any service event. Page of , START UP AND OPERATION products or other Chemicals th*t For new construction, prior to use of the POWTS check treatment tank{s} for the presence of painting may impede the treatment process and/or damage the .dispersal cell(s). If high concentrations are detected have the contents of thO tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will bo discharged to the dispersal cell(s) in one large dose, overloading the oll(s) and may result in the backup or surface discharge fe tnt To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring p effluent pump or Contact a Plumber or POWTS Maintainer to assist in manually operating the pump cords to restore normal levels within the pump tank. Do not drive or park yehi ies over tanks and dispersal cells. Do not drive or park over, or otiterwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWM antibiotics; baby wipes; cigarette butts; -condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fn,it and vegetable peelings; gasoline; grease; herbicides; meat scraps, medications; oil; Ong t ~ pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS faits and/or is permanently, taken out of service the following steps shall be taken to insure that the system is properly and safety abandoned in compliance with chapter Comm 113.33, Wisconsin Administrative Code:. • All 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 property disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shag be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code canpiisnt replacement system: 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, tot lines and wells. Failure to protect the replacement area will result in the neo for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rule:l in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Baring advances in POWTS technology a holding tank maybe 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 sal and site evaluaion must be performed to locate 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 infittralive 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 ANDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE ADD17IONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name 14~,- ( Name . . r~ CIL/ Phone Phone J SEPTAGE SERVICING OPERATOR UM ER LOCAL REGULATORY AUTHORITY / ,,game Nam Phone / I J Phone L This doClrmerlt was drafted in compliance with chapter SPs 383.22(2)(b)(1)(d)&(f and 383..54(1), (2) & (3), WWxonsin Administrati+re Code. a 'fit ts'r' It~~'I P j ~ i ItS;itl4 1 -I1 Ililti'!y j, ' ---L 1 i j I i ! i I ~ iL P i o I a O 1 - O i I : - S T A j ~v. v s Q 1 \ 9 l; LU i ST. CROIX COUNTY SEPTIC TANK MAINTENANCE t' GREEMENT AND OWNERSHIP CERTIFICATIGN FORM Owner/Buyer / Mailing Address 1 Property Addres --s (Verification required from Planning & Zoning Department new construction.) City/State Parcel Identification Nur rber 623 ( 6"-M LEGAL DESCRIPTION Property Location ~ '/4 , Sec. T31 N R W, Town of 57 ✓ ~`er,L, S~ Subdivision , Lot # Certified Survey Map # Volume , Page # Warranty Deed # Volume , Page # Spec house yes no Lot hirer: identifiable ees) no SYSTEM MAINTENANCE AND OWNER CERTIFICATION improper use and maintenance of your septic system could result in its promattire failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, ii 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 was I.e disposal system Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix Coimty Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 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 Departinont of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and retained to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. 1/we certify that all statements on di~rfbrm are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a anty deed recorded in Register of Deeds Office. Number bedroo 1004 SIG ATURE OF APPLICANT(S) /I DATE l; ***Any information that is misrepresented may result in the sanitat y perrrrit being :ri-:voked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Re istei of Dee reference is made in the warranty deed, g ice and a copy of the certified survey map if (REV. 08/05) bib 0 o ui o 'NU L O a f- ~o g ~ lyf, o in ~ o ~ a~~ w ~ xz 3~g ~ 3 Li rn 2 s s Is ! A aA aA: a.. a~ W m:i n J~ ~ F W~ 1 a.s ti:sA„ ~ JH a I I Phi I &; ~ a I I ~e;z m "s aave~mox: I - - - - - - - - - - - - - - - - - - - - - - - I IT 1 ~ i I I t jl I I I I ti:s c rr i a ~ a _ I ± RI I I I I )D G b Q I 1 b I I I I I ® $ O I b I I 1 I I 11 b R ' I 1 I i A I I L J J I 0 E I b - - - - - - - - - - - - - - - - r________ _ I I ~OZU SxSrai xoOUJI I ~ - I I [ I _ I I ~ I b I I MIR I _ o O 3 a~ff ~'Y'z .a , LIJ 16 LLJ "6 NUN I Z n Z ~p 8 N $ ° LLtSg~ S~i T U c 05 ilki III d, a.n » aR ?J ~ ~ N ri JQ W >Q W S > oui d. ~z x a ~LL I I I e qq C - b © I 9 e gg ~a 00 d< I,: a4 x h - I `3' I q e 9 g b ~ fp po« I mbI~WM~s<~ s, d\ yl WI ~ I I Mn Ml es ~e~ w§ vvisco,sin,DepartmentoPVECE1 D AND SITE EVALUATION REPORT Page 1 of _3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code SEP''~? i COUNTY Attach complete site m 6RjV t Mt ,than 8 1/2 x 11 inches in size. Plan must include, but St not limited to ver;6Ml blldl:~'iyCML*E!~I5~~ nt (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location a'nd A~1 fence to nearest road. 038-1055-95 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION M41le BY DATE .7 1 an PROPERTY OWNER: PROPERTY LOCATION Greenwood Enterprises GOVT. LOT NW 1/4 SE 1/4,S 13 T 31 N,R 18 :~(or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1416 Third St. 19 na NorthGate CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE RFOWN NEAREST ROAD Hudson WE. 54016 ) [ New Construction Use ?c J Residential / Number of bedrooms 4 [ ] Addition to existing building j ] Replacement ] ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate • 7 bed, gpd/ft2 -8 trench, gpd/ft2 Absorption area required 858 bed, ft2 750 trench, ft2 xlmum design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2 Recommended infiltration surface elevation(s) 95.45 ft (as referred to site plan benchmark) Additional design / site considerations na > Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ®S ❑U RIS ❑U RIS ❑U ®S ❑U ®S ❑U ❑S ®U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou nlary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed 'Trench i .3 none cos os ml na na &_2 .8 Ground 3 6-84 7.5 r 4/6 elev. 99.1 ft. * 8" ' 10yr 5/4 c2p7.5yr 5/6 sil nonconti ous len in H- Depth to limiting factor +84" Remarks: Boring # 1 -12 10 r 2/2 none 1 2msbk mfr if . 5 .6 2 2 12-26 10 r 4/4 none 10vr 5/4 none gill lr,-,bk mfr _9W na Ground 3 26-36 elev. 4 36-84 7.5 r 4 4 none c 99.2ft. Depth to limiting factor +84,, ~S~ - - J Remarks: ST CRax CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 S ZONING OFF►CE ; Address: 1554 200th. ve New Richmond I 54017 Signature: Date: 10-29-98 C 0 PROPERTYOWNER Greenwood Enterprises SOIL DESCRIPTION REPORT Page 2' of 3 ' PARCEL I.D. # 038-1055-95 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3... -12 10 r 3/3 1 mfr 'w .6 2 12-24 10 r 4/4 none sicl 2 b mfr w if .4 .5 Ground 3 24-84 7.5 r 4/6 none cos os ml na na .7 .8 elev. 99_.2_ ft. Depth to limiting F factor +8411 Remark Boring # 1 0-12 10yr 3Z3 none 2msbk mfr Qw if .5 .6 2 12-25 10yr 4/ cl 2m k mfr w if .4 .5 Ground 3 25-84 7.5 r 4/4 none cos os ml na na .7 .8 elev. 99.1 ft. - Depth to - limiting t~ factor Remarks: Boring # 1 0-12 10 r 3 3 none 1 2msbk mfr w if .51 .6 5 2 12-30 10 r 4/4 none sicl lcsbk mfr 9w if .2; .3 3 30-84 7.5 r 4/6 none cos os ml na na .7 .8 GlIround Ale . ft. Depth to ` limiting 11 factor 1, -kn +8411 U Rema Boring # ` Ground ev. ft. Depth to limiting factor~~ ` Remarks: STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Greenwood Enterprises, Inc. New Richmond, WI 54017 MPRSW-3254 NW4SE4 S13-T31N-R18W (715) 246-6200 town of Star Prarie lot #19-NorthGate This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1"=40' BM.= top of 2" pvc pipe ^ el. 100' Alt. BM.= top of 211 pvc pipe @ el. 100.30' 11 N - h` `y e),k Zo Gary L. Steel 10-29-98 Located in part of the N W 1 /4 of the S W 1 /4 and in part of the NE 1 /4 of the S W I /4 and in pa SE 1/4, being also in part of Lot 2 and Outlot 1 of that Certified Survey Map recorded in Vo in Section 13, T31 IN, R 18 W, Town of Star Prairie, St. Croix County, Wisconsin. UNPLATT~b LANDS S89'07'26"E 3645.68 EAST-WEST 1/4 SECT 209.00' I 66 0' I 300.00' 120.00' 100' o 100' S 8 9.0 7'2 6' E 875-86' co co N 181 I I 63,190 sq. ft. ems. 20 ti Q sq. ft. w w i 1.451 ac. C? 55,440 sq. ft. 3 cn 2 ac: i cv I ,oa 1.273 ac. m ti _l M N Ln In I 0 0 ° I I H S890; 3' 33' 1 S89'07'26'E 201.62 209.00' - - - E46' L 192.41' ' 13 •2 pd \ 23 1.0 18 \ 2 tit 24 C f 50t O 61,158 sq - - 179.00 1.404 ac. 3 62,870 sq. ft. o ~'S co 0D 1.443 ac. I C3 \ \ 3 26 Q 113 ► o;) °o o 0 i 57,877 sq. ft. 1 6' m ' ac. ° t4 v~- -187.20'4---l - - - - 204.00'- 1.329 o S89'07'26'E 391.20' ~`Lh 10- ( 25 ('i Cn 213 TH AVE. o Cn N89'07'26'W 6d o 0 55,756 sq. ft.. I 0 3 N 8 9' 0 7' 2 6' W 4 125.00' 1.280 ac. I I z 1 15 THIS 80' RADIUS TEMPORARY CUL INAGE EASEMENT w WILL BE AUTOMATICALLY VACATI I in ROAD EXTENSION TO THE EAST. 00' L me construction of buildings for human I99~~, N and of sewage systems on outlot 1 is pr6 N 89'007'26'V 66-00' 0 00,00 UNPLATTED ti ~~00 LEG SURVEYOR: SECTION CORNER