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Home My WebLink About038-1208-10-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No (ATTACH TO PERMIT) 597317 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: DAN & DIANE THICLKE TOWN. OF STAR PRAIRIE 038-1208-10-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 14.31.18.1126 TANK INFORMATION ELEVATI N DATA TYPE MANUFACTUR CAPACITY ST ION BS HI FS ELEV. Septic Benchmark C ry, ~G DOW T-- Alt. BM ation IG Bldg. Sewer r~ aQ Holding St/ t Inlet , /17, ~!§~utlet c5 q7. &S- TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet PS / Dt Bottom Septic 225 Dosing mar""' He an. 7.3 5 Lea n Dist. Pipe T Bot. System 37-41M qS /4 2 Final Grade n I I n~~ O PUMP/SIPHON INFORMATION L V Manufa er D and St Cover GPM ~•CJ odel Number TDH Lift Friction Loss S m Head TDH Ft Fdsize~ain Length ia. Dist. to Well SOIL ABSORPTION SYSTEM r/ U BED/TRENCH Width / Leng r No. Of Trenches PIT DIMENSIONS No. Of,ita Inside Dia. Liquid,]epth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer INFORMATION T e Of System: 9 CHAMBER UNIT OR Model Numb G9v r }i, N~} vac V, .6 DISTRIBUTION SYSTEM Wes Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air In ake Pipe 1 16 Length Dia Length Dia Spacing ~ = ing (/Y SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over ^1 Depth Over xx Depth of xx g es Topsoil Bed Trench Cent rl„ • Bed/Trench Ed Yes No Yes - =N, COMMEN S: (Include code discrepencies, persons presept, etc.) Inspection 1: Inspection #2: r r I c e~ oak h~ Location: 1270 217TH AVE VjCAA jr) ~S 1.) Alt BM Description= " Y-1 T ] I~ 2.) Bldg sewer length Vqet( nCT jA4A(tJ -amount of cover = 7--V6" as cow Plan revision Required? Yes No ( + X Use other side for additional information. l ( (J Date Insepc is Signature Cert. No. SBD-6710 (R.3/97) County '2~l J , v r~ Safety and Buildings Division 8 , 1 U 201 W. Washington Ave., P.O. Box 7162 S~~ Pit Number (to be filled in by Co.) ~a S ST. C.R~1X COUNv Made Wl 53707-7162 RY DEVELOPE 5 C1 Sanitary Permit Apply. , State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to is required prior to obtaining a sani --mental mot tarY Permit Note: Application forms for state-own,- -"tied to Project Address if different dean mailing address) the Department of Safety and Professional S=ies_ personal information you provide may u, ondary purposes in accordance with the Privacy Laws 15 04(1)(m), Stats. I. ~a 7 n Application Information -Please Print All Information J k f 7 Property Owner's Name ~`affil / Parcel # la o8--~ Pro erty Own `s Mai Address 03$- / c ODa Property Location Ll, City, State I Govt Lot Zip Code Phone Number cle e) j II Type of Building (check all that app Lot # T N; R or W 2 Family Dwelling -Number of Bedr ms Subdivision Name ❑ Public/Commercial -Describe Use 19 0 City of 0 State Owned - Describe Use U 'IM ~J' CSM Number ❑ Village of - Z C~LC Town of Ili. Type of Per 't: (Check only one box on me A. Complete line B if applicable) A - V few System Replacement System 0 Treatment/Holding Tank Replacement Oni 11 y 13 Other Modification to Existing System (explain) ~ B ❑ Permit Renewal 0 Permit Revision i ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner /7 'n j4~ t , n em/Com onent/Device: (Check sll that a 1 V' ?don-Pressurized In-Ground E3 press urizzed In-Ground 0 At-Grade 11 Mound > 24 in. of suitable soil 0 Mo d < 2 m. o suitab a so ~~I" b er Dispersal Component (explain) - 0 Pretreatment Device {explain} V. Dis ersai/Treatm t Area Information Design Flow (gpd) Design Sail pr plicati J Elevation f) Dispersal Area Required Dispersal Area proposed (s System Elevation Tank info Capacity in Total # of Manufacttrrcr ~ New Tanks Gatloris Gallons Units / o - ~ Existing Tanis U z U SepticgClamb or Holdinerg Tank D r. osin VII. Responsibility Statement- I, the undersignedf me responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) PI s ` j ~Signature MP/MPRS Number Business Phone Nrjmber Plumber's Address (street, ity,State, ~ L- ~ 7„rl Cade ~ ~ ~ t - .J i~ County/De artment Use Only Ddiproved Disap Sermit Fee od Date /Lssnued suing Agent attne r Given Reason for Denr IX Conditions of A val/Reasons for Disapproval - SYSTEM OW~~~'1-' 1. Septic tank, effluent filter and dispersal cell must be 5eivicQd I rnaintalLrnber. i as per management plan provided by p i tback requirements must be maintained as per appiicab p for ile nstem and submit to the County o im a 6' p per not less roan R rr1 z 71 inches in size SBD-6398 (R 11/11) System PLOT PLAN PROJECT Dan Thielke ADDRESS P.O. Box 122 New Richmond Wi 54017 SW 1/4 NE 1/4S 14 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX SYSTEM ELEVATION 94.5/94.4 5.5' below grade 5/6/17 3 DATE BEDROOM 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 1" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 210' Property Line Scale = 1/4" = 10' 90' B.M.* 10' B-1 2-3' X 66' cells with >3' spacing vent >6„ Quick4 Standard Vents Leaching Chamber 5, of Cover with 20.0 ft2 of Area 5.2ft^2/pair of end caps „ 45' 4' Long 12 B-3 Grade at System Elevation 34" 55' 5 ST z0 B_2 Pro 3 0 Hou Beoom All piping shall be ASTM SDR 30/34, within 10 of tank, piping shall be ASTM F891 Property Line 217th ave Cover Page r Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 5/5/17 Owner: Dan Thielke Location: SW1/4 NE1/4 S14 T31 N,R18W 1217 217th Ave Star Prairie Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Maintanance and Conting cy Plan_,.__..---, 7.Filter Cross Section Signature License number #226900 i System PLOT PLAN PROJECT Dan Thielke ADDRESS P.O. Box 122 New Richmond Wi 54017 SW 1/4 NE 1/4S 14 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX SYSTEM ELEVATION 94.5/94.4 5.5' below grade 5/6/17 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 1" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 210' Property Line Ak- Scale = 1/4" = 10' 90' B.M.* 10' Vent B-i 2-3' X 66' cells with >3' spacing ALo Quick4 Standard Vents Leaching Chamber 45' with 20.0 ft2 of Area S.Oft^2/pair of end caps 45' 2" B-3 Grade at Syst em Elevation 34" 55' I 15' 30' ST B-2 Pro 3 Bedroom All piping shall be ASTM SDR 30/34, within House 10' of tank, piping shall be ASTM F891 Property Line 217th ave 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 ~ 100.0' ,jV ent G rade Vent 4" X30/34Septic Tank 3 5' 5' Long 1 365) Grade at System Elevation Grade at System Elevation Spacing--5'---- 2-3' X 66' Cells Same on other end Observation tubeNent At end of cell A r 16 chambers per cell B System elevations: A-94.5' B-94.4' ST. CROIX COUNYY SEPTIC TANK MAINTENANCE AGREEMENT AND 4 µ jJWNERSH P CERTIFICATION FORM Owner/Buyer Mailing Address A Z ti Property Addy *q-Q (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Nwaber LEGAL DESCRIPTION Property Location '/a , Sec. N R_/~W, Town of ,5'~z r 'rcLL/lx-,e, Subdivision ~ ,112-, tl ' C'.c.,l Lot # 1 Certified Survey Map # , Volume , Page # Warranty Deed # Volume Page # -r: Spec house yes no Lot line.: identifiable yes no C; SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 was W disposal system Owner maintenance responsibilities are specified in §ConmL 83.52(1) and in Chapter 12 - St Croix County 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 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 Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all state men form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by o deed recorded in Register of Deeds Office. Number of 10NA OF APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department Include with this application a recorded warranty deed from the Register of Deeds Caffice and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) POWTS OWNER'S MANUAL $ MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Permit # v 1 Septic Tank Capacity ❑ A - al Septic Tank Manufacturer NA 7ESIGN PARAMETERS Effluent Filter Manufacturer Number of Bedrooms El i ❑ NA NA Effluent Filter Model 11 r NA i Number of Public Facility Units j2~-WA Pump Tank Capacity al ❑ NA j Estimated flow (average) LT' gal/day Pump Tank Manufacturer NA i Design flow (peak), (Estimated x 1.5) J U gal/day Pump Manufacturer NA Soil Application Rate gal/day/ft, Pump Model NA Standard Influent/Effluent Quality -Monthly average` Pretreatment Unit 'I Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODs) :Q20 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (7'SS) <150 m 9/L ❑ Disinfection ❑ Other. Pretreated Effluent Quality Monthly average Dis rsal Cell(s) Biochemical O ❑ NA xygen Demand (BODs) 530 mg/L In-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) <30 mg/L ❑ A - rade ❑ Mound Fecal Colifonn (geometric mean) 5104 cfu/100ml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size in dia ❑ A other . 11 Other. NA 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 eve month(s) every: ears (Maximum 3 years) ❑ NA I.Pump out contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume ❑ NA Ilnspect dispersal cells} At least once every: ❑ month(s) year(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: ~ r onth(s) 15 ear(s) ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ year(s) NA 19ush laterals and pressure test At least once every: ❑ month(s) 11 year(s) ether. NA At least once every: ❑ month(s) ether: ❑ year(s) NA NA 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 linclude 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 notification of the local I-egulatory authority. I,Nhen the combined accumulation of sludge and scum in any tank equals one-third (X) 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. ~dl other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, land any servicing at intervals of <12 months, 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. Page of START UP AND OPERATION nti products or other chemicals tI*t For new construction, prior to use of the POWTS check treatment tank(s) for the pl' WCe of poi ng 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 bye discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent To avoid this situation have the Contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to this effluent pump or contact a Plumber or POVVTS Maintainer to assist in manually operating the pump Controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve. the performance and prolong the life of the POWf:13: antibiotics; baby wipes; cigarette butts; -Condoms; cotton swabs; degreasers; dental floss; diapers; disuYfedants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting produces; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is prope(ly and safety abandoned in compliance with chapter Comm 83.33, Wlscansin 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 shall 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 falls and Cannot be repaired the following measures have been, or must be taken, to provide a code compliiIirrt replacement system: suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systeim. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requitled setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the neled for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rule$ in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POVVfS technologic a homing tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to 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 fallowing removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <-WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POINTS INSTALLER POWTS MAINTAINER r E Name ~L cz~ r( Name Phone Phone SEPTAGE SERVICING OPERATOR PU ER LOCAL REGULATO Y AUTHORITY Name Name Phone n ' J r , Phone This doCumWwas drafted in compliance wdh chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wlswrrsin Administrative Code. ',Tr a 1 I Q O P O I ~ i A O P I j Z j I L~ U; tOn l <r ( s ~~Y t r _ ~ o t 14.2.5' N US-Ub 4 /.n t 1 U' 1 L 10 N l U I L JJ t N vv vv •rv r ALL LINEAR MEASUREMENTS HAVE BEEN MA. 5' 86.72' S 32'49'48.5"W 65'38'17" S 00'00'40" W S 65'38'57" W HUNDREDTH OF A FOOT. ALL ANGULAR MEA 98' 134.46' S 57'10'11.5"E 245'38'17" S 65'38'57" W N 00'00'40" E THE NEAREST FIVE (5) SECONDS AND COMI 5' 95.59' S 28'57'49.5"W 73.22'15" S 65'38'57" W S 07'43'18 E 9' 83.62' S 39'13'51.5"E 63.01'07" S 07'43'18" E S 70'44'25" E 7' 85.98' N 76'45'23" 65'00'24" 70'44'25" E N 44'15'11" E 7' 60.25' N 2 '07'55.5"E 44'14'31 4 N 00'00'40" E S89'01'50"E 2643.19 NORTH L/NE OF THE SE 1 210.00' 210.21 --1984.51'--- 371.00 33 n 87,J87 S0. FT. 30 IS& G 2.01 ACRES 3 688 S0. FT. 3 74,68 T. 3 72, 494 50. FT. 71 ACRES o 1.7 ~ ^ 1.66 A C RES °0 0 9 F.F E. =J68. 0 Q Z o w i o n 0 to z o z / .......1..... jo~ -210.00' ----210.00'' O / ar N89'01'50"W --346.19'--------~ r--154.62'- °0 92,468 S0. Q 2.12 ACRES ...........................--50'i Q I ..........1. M N 18 ! ° o ! 12 ;ZfVNU __-~~\om - c3c f ~3~Gvz 3~ _ O g N 4a'.0' z 6' 0' 36'-0' _ c C zC 95/ ,..13 73/ _ z5v ti ~ v i~ 0 0 10'3%' 0 6.0' n 3'-11% 10'-3%' O S z 3 - n kN - m Cn D G .a Z C>) G) M D ! 30-0 _ N mT, z D A Cn r T II v g CI) m p p O O _ 9$ q ~ O ~e Y { Z m m 7 c c m 24'-0' 140' Z y o-sham D - - m o Im, - - 4 - F----------------- - m ' ~y g o I. oy°N C'6nv moo. .ox r.o. ~ ~~v-,Nom 10-0 16'-0' 10'-0' T . N = N Nan p m?m 3'-0' 35'-0' i c m N 0~ 0 44 -0 y -1 0 m~m 2 PAGE: { Builders Diane Thielke Project# 17-011 IMPORTANT Sales Rep: Steve "Shooter" Schulte A3 Residence RIDE o12 21 a -n steve.schutte@probuild.com FlrstSource New Richmond, W Design By: Shawnna Athearn l " sconsin Department of Commerce SOIL EVALUATION REPORT page _ 1 _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 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. ~O 0 y~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. of LjL(J Please print all information. R~ei wed b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). _ 00 Property Owner Property Location Ewl r rties Ltd Govt. Lot SW 1/4 NE1/4 S 14 T 31 N R 18 )(or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1430 220th Ave 31 na Prairie View Estates City State Zip Code Phone Number ❑ City ❑ Village [Town Nearest Road New Richmond WI. 54017 1(715) 248-7313 Star Prairie C'I`H "C" Ea New Construction Use: I] Residential / Number of bedrooms 4 Code derived design flow rate 60,0 _ GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material _ outwash Flood Plain elevation if applicable ft. General comments and recommendations: trenches @ el. 94.65' ❑ 1 Boring # Boring ® pit Ground surface elev. 99.85- ft. Depth to limiting factor +110 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 -Eff#2 2 15-33 7.5 r 4 none scl 2msbk mfr if .4 .6 3 33-50 10 r 5,/4 c2 7.5 si3.- M na if .0 .2 Boring # E] Boring - 21 ® pit Ground surface elev. 99.65 ft Depth to limiting factor +110 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 0-13 10 r 2/2 none L 2msbk mfr cs 2f .5 .8 2 13-35 7 5 r 414 none scl 2msbk mfr if .4 .6 3 35-50 10 r 5/4 c2 7.5 r 5/8 sil M na 9w if .0 .2 4 50-1101 7.5 4/6 non ms os ml na na .7 1.2 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " E uent #2 = BOD 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address Date Eval ation Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 12-4-2000 715-246-6200 PropertyOwner Fwlen Pronert-i es Ltd Parcel ID # pending Page 2 of 3 Boring # El Boring [73 E] pit Ground surface elev. 100.05 ft. Depth to limiting factor +144 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 0-10 10 2/2 none L 2msbk mfr Mg -5 - -8 * 2 10-40 7-5 4/4 none 2m-,hk mf-r if -4 -6 ;1 9w 3 40-14 7.5 4 6 non * a 0"x40' lens of 10yr5/4 sil, mot 7.5yr5 8 @ 50'- on-con i ous in bo in ❑ Boring El Boring # ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 F] Boring F1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (RAM) Propertyowner Ewl n _Pro arf-i P-s Ltd Parcel ID # pending Page 2 of 3 Boring # ❑ Boring F-31 ® pit Ground surface elev. 100. 05 ft. Depth to limiting factor +144 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 0-10 10 2/2 none L 2MSbk mfr CS 2f -5 -8 * 2 10-40 7 5 4 4 3 40-14 7.5 4 6 non * a 0"x40' lens of 10yr5/4 sil, mot 7.5yr5 8 @ 50' on-con i ous in boring H--------- Boring # ❑ Boring - ❑ Pit uniti~ JGf, r.~1YII.dllUf1 KaiC , 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 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.6/00) ' STEEL'S SOIL SERVICE Gary L. Steel Ewlen Properties, Ltd. 1554 200th Ave. CSTM2298 SW4NE4 S14-T31N-R18w New Richmond, WI 54017 MPRSW-3254 town of Star Prairie (715) 246-6200 lot #31-Prairie View Estates 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 1" pvc pipe @ el. 100.00' Alt. BM.= top of 1" pvc pipe @ el. 99.90' u X11 I N I Gary L. Steel 12-4-2000 Parcel 038-1208-10-000 04/03/2008 09:20 AM PAGE 1 OF 1 Alt. Parcel 14.31.18.1126 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner O - WRIGHT, DENNIS W DENNIS W WRIGHT 1657 W 9TH ST WHITE BEAR LAKE MN 55110 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1270 217TH AVE SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 1.710 Plat: 08-038-PRAIRIE VIEW ESTATES 038-01 SEC 14 T31 N R1 8W SW NE LOT 31 PRAIRIE Block/Condo Bldg: LOT 31 VIEW ESTATES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 14-31N-18W SW NE Notes: Parcel History: Date Doc # Vol/Page Type 09/18/2002 690851 1981/436 WD 11/05/1999 613378 1468/556 WD 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/13/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.710 24,300 0 24,300 NO Totals for 2008: General Property 1.710 24,300 0 24,300 Woodland 0.000 0 0 Totals for 2007: General Property 1.710 24,300 0 24,300 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 n` - 12 O 3m-- -m£c O r~ £ an wvaar. ua i wmmw u~. ~ £ ~ - \ moR ~=a a 3y= mEa `0~n mR A m . aN s& i~ n m a.. e s o. . - - Cn ~ - N z - m v 22 s.-6. , Z i o- • 0 0 Z ~o nc • z C) m O . a------------------ - - Z . . . . . . m n A !Z m 3'6' o t0'-6' D o D m m O $m _ % r D IZ d Y; '88 - . oa°N tim 35'-0- O O n f f ~n0 i Cm~i D~O N=yD0 F MZ Diane Thielke Project #17-011 IMPORTANT Saes Rep: Steve "Shooter" Schulte PAGE: ! { s ~j~ Residence ea , 41 steveschutte@probuild.com . FirstSource Design By. Shawnna Atheam New Richmond, WI