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HomeMy WebLinkAbout026-1306-00-049 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 584734 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: Joshua & Kelly Emerson TOWN OF RICHMOND 026-1306-00-049 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 5AV%C; A'1T. . M. ~S • 3 P of - vA> 11P6- 8 K^4?_ 18.30.18.1656 TANK INFORMATION ELEVATION DATA TYPE P MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic A116564 ~ Benchmark Dosing PV,/ Alt. BM ~~y~K s ~ lz•z a.sr 3/ Aeration (ip,7 Bldg. Sewer Holding St/Ht Inlet 7 S 7 5 YS. Z/ TANK SETBACK INFORMATION St/Ht Outlet S 9y 8~0 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic > 5111+ Dt Bottom Dosing Header/Man. 6. C~5' fly Aeration Dist. Pipe Holding Bot. System PUMP/SIPHON INFORMATION Final Grade x~• 9S` 7 nufacturer Demand St Cover Fig 3 . Z 9? 3l Model r TDH Lift F o System Head TDH Ft For In Length Dia. SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ✓t 4's q? SETBACK SYSTEM TO / IP/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: i T INFORMATION CHAMBER OR 12,41666 Type Of System • UNIT Model Number: ~,(G T t ry~ DISTRIBUTION SYSTEM Header/Manifold ID istribution role Size x Hole Spacing Vent to Air Intake 11 4 Pipe(s) Length Dia ( Len th Dia S aci SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ! • 5 Bed/Trench Edges Topsoil 9.0 ~ Yes F] No ~ Yes i No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: fa-Z2-l~ Inspection #2: Location: 1536 97TH ST itlty w,-'ZL *T 1A:5?6;-774'J q ~it1 /9T ~~'S cnQK/ 1.) Alt BM Description = % 7_AI W r~Q~JM 2.) Bldg sewer length =:r22,_ T' - amount of cover = yt - 5 v5Ton ^*j- ciaof nzov i )16-r qty P *ay Plan revision Required? ❑ Yes [ No Use other side for additional information. Z Z /Z ~ l J Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) I, wl.gav Safcty and Bultdinga Diva n County 16 201 W. Wasbingtoll Ave., B0 2 Madison, Wl 53707-- sanitary Permit Number (to be fill in by CO-) • in 97 area, tc Transaction Number Sani 6 rxnit ,~p~lic Orm o _ A- in oreordance. with s, Comm. 83.21(2), Wis. Adm, Code, submission of this form to the approp ri ate governments unit is required prior to Obtaining a sanitary petmit, Note: Application forms for grate-owned POW S are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide May be used for secondary J ' u ores in accordance with the Privacy Law, s. 15.04 I m Stets. S 3( l _l._A_.pplication Information Please Print All Information - - pamei # Property Owner's Name r Sob -ov -0 ~ Pro e Locotion Property Owner's Mailing Addteas / p rt' 18d- 30- i S~ y, Lot ' ` ~ / Phone Number section Zip Code City, Stoic 1St r,(rircle one 11. 'type of Building (check all that app1Y) Lot 11 j Subdivision Name nr 2 Family Dwelling Number of Bedrown. j 114 '1 P„ y c Cl Public/Commercial - Describe Ilse ❑ City of -'T - ❑ Village of CSM Number - Rtate, owned Describe ~Totun of _~s liL Type of Permit: (,Cheek on nine hnx on line A, Complete line B if applleable) k New System ❑ Replacement System TreatmmOialding Tank Replacement only ❑ Other'Modiftoation to Existing System (explain) - List Previous Permit Number and Uate Issued B. {JPcrmisRenewsl ❑petmit Revision ❑ChangeOfPlnm6er ~PerrnitTransfertoNew efore Expiration owner A IV. Type of POV"S System/C_omponent(Device• (Check all that apply) } Nnn-Pressurized In-Oround ❑ Pressurized In-Ground El At-Grade El Mound ? 24 in. of suitabic soil ❑ Mound < 24 in, of suitable soil - { Holding Tsnk _ Other 1)iapersal Cnmponont (explain).- _ Pretreatment Device (explain) - 1 Y V. Dispersal/Treat ntArea Information; r S)is crsal Area used (s System Flevation Design Soil Applicntion Rate( st7 rea Required (of) P i)railm Flow (gpd) PYP _ 60,0 `~S 1 7 1 9a, 5- Vl. 'f anlr Info Capacity in Tntai # of Manufacturer Gallons Oallom Units Ncw Tanks Existing Tanks Pd 'a SZS u p t7 0. U 4 or HoldinR Tank de Dnsinq Clunnher VII, Responsibility Statement- 1, the underalgned, assume responsibility for Instnllatlon of the POV{ TS shown on the attached plans. Pb~mher's Name (Print) Plumber's Signattuo MP it 71:1 S Number Business Phone Number -7 ~Z 5t 7 3 ~°G 3 r l Plumber's Address (Street, City, stnte, Lip Code) 74_`713 ,S_< e'~ jCL O acs L_ VI .Could /U0 artlmOut use Qniy l- P - Apprevrrl - snpproved 1'etmit Fee Darr, ssu iasuin gent Signatur _ Ivan _Reasnn for).ial 00 1X. C:olt i-A O MmeasonsforDisapproval - pS tOrly~ 0641 1. Septic tank, erf]Lf m, id ter oni 3 tt. f : t cllsper eels roust all be sPi ices r . nte!ntaireec / as per fnanagernent plan provided by plumber. 2. A~ s k fegWWaOnt$r must ¢e i-lairltairied ! JJ GOde / ordinattm. Attach to enmpletr plans for the system and submit to the County only on paper not toss than a in z 11 incha in tlzc 3131)-6398 (IL. (12109) r CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Owner's Name: c~ T_- Owner's Address: h!r'i,- i._egai Description: --K_ l L` Township-. ;A---e N c County: S~~ 1/y t K Subdivision Narne: ~ . c> ~~f_ e2': t f < < I_of Number' Parcel ID Number: Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross"-Section Page 4 ~ Filter Specs Page 5 Maintenance Information Page 6 Mana0ement Plan Page 7 St. Croix Cty Septic, Tank Maintenance Form Page 8 Warranty Deed Page 9 CSM or Plat Attachments: Soil Test & House Plans Designer/Plumber r.Y. License Number: ,Z 27 91?Q _ Cate: Phone Number 71,7 29"L.9 ia! Signatore nesigneci pursuant to the In-Ground Soil Absorption Component man+tal fnr POWTS Version 2.D SSD-10705-P (MOUOI). Page 1 I Sall Absolr tlon S ste Cross Section W'., -5- ft X74' Final dE le 4Q Pipes' Cap It Gharnber '4""- System iEjevatlon -f c~oi Abaorgt(On Svatem Plan View ft TIM Trench l i_eaching ft Vent Or Observation Pipe Chambers 4" Die. Trench 2 Header - - Le8¢ ing [*ns+mbBP SraeclfiicMIMI Manufacturer And Model Soil Application Rate gpd/sq ft EISA Rating a sq 't per chamber gPd Design f=low + 7 Soil Application Rate Ye EISA = Chambers LG~' 2 rows ofchambers each. Page of i T~~h ~e~Iy'~ret-s®A-1 / ey 2 cat va w ~u ,v ~G e ` ~3l POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pago of FILE INFORMATION / SYSTEM SPEC`IFICATIONS ` Owner 'C') /I rl./s of1-, +1q ~ YIA Y1~ l1 ~ Na Permit # - Septic Tank Manufacturer 11 NA DESIGN PARAMETERS Effluent Fitter Manufacturer ` Number of Bedrooms ~GZx•Ix 13 NA ❑ NA Effluent Filter Model Number of Public Facility Units 11 NA CJ NA PUMP Tank Capacity ^ al ❑ NA Estimated flow (average) Ll o'~ al/da Pump Tank Manufacturer C ❑ NA Design flOIN (peak), (Estimated x 1.5) - al/day Pump Manufacturer ❑ NA Soil Application Hate Standard Influent/Effluen Q li a1(da /ft2 Pump Model ❑ NA t Y Monthly ave Fats, Oil & Grease (FOG) s30 rng/L rape Pretreatment Unit ❑ NA Biochemical Ox SaSand/Gravel Filter ❑ Peat Filter Total ygen Demand ($OD,) <220 mg/L Q NA p Mechanical Aeration D Wetiand _ Suspended So' Inds (TSS) <_15C1 mg/L n Disinfection Pretreated Effluent Quality F1 Other: Y Monthly average Dispersal Cell(s) Biochemicat Oxygen Demand (BOD,} s30 m /L ❑ NA g ❑ In,43round (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) X30 mg/L EJ NA Fecal Coliform (9eometric mean) _,1N L! At-(]tads ❑ Mound 0 cfu/10omI _ Q Drip-Line ❑ Other: Maximum Effluent Particle Size Ye in dia. _ C1 Nq {}ther. Other: - C1 NA 0 NA "Values t ❑ NA ypical for domestic wastewater and septic tank effluent. other; ~~-V----------'°--` ❑ NA MAINTENANCE SCHEDULE Service Event Service l~r®quency Inspect condition of tank(s) ❑ month(s) At least once every; (iVlaxlmum 3 years) ❑ NA ~ years Pump out contents of tanks) When combined sludge and scum equals one-third (?,1} of tank _ volume 0 NA Inspect dispersal Gel!{s} - _ _ _ At least once every; 54 year(s)(s} (Maximum 3 years) ❑ NA Clean effluent filter~~}-- b At least once every; monthfsl Year(s) _ W 0 NA !ns pect pump, pump controls & alarm - A ❑ monthlsJ At ?east once every: ❑ year(s) O NA Flush laterals and pressure test ❑ At least once every: month(s) Other. _ ❑ year(s) ❑ NA _ At least once every; ❑ month(s) - Other: _ CI 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, 'rank 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 notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y,) 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 chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of s12 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. START UP AND OPERATION Page - of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. 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 be discharged to the dispersal cell(s) in one large dose, overloading the colt(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 the effluent purnp or contact a Plumber or POWTS 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 POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; 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 properly and safely abandoned in compliance with chapter Comm 83,33, 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 properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material, CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: © A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should he protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area, Replacement systems must comply with the rules in affect at that time, ❑ A suitable replacement area is not available due to setback and/or scii limitations. Barring advances in POWTS technology a holding tank may be installed as a lust resort to replace the failed POWTS. The site as no! en evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site N"► evaluation be performed to locate a suitable replacement area. If no replacement area is available a holding tank may alIe s a last resort to replace the failed POWTS. © Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < < WARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT, RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER =Name \ ~ 1 Name _QA 7 % Phone - SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name - ~ Le C V/ Phone Phone This document was drafted in compliance with chapter Comm 83.22(2)(b)(1 l(d)&(f) and 83.64(1), (2) & (3), Wisconsin Administrative Code. 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C36 ~ / ~ 0 5 f~ 9 y 0 n, i 573gW 'G3a~/5.yw•6~ / i E„~N ~ FZYf2k nN763%~~ ~•.',A~~'i>'~ _r ~ N 9 33 //35 /y~ S t O~o 13 p'S73~ E C c' o`er w •1 ,L ,gYB `,O 61"• \ oaa yb ~3cra z ~r`Y 2 34 40 NEN s s£ia[F e#5 4f <N m ~ ` nW~O. •2 ~8. F Il . ~ V ~ Q~~° ~•Y i~t8 i'r o i Nt'. •1~ F jS1~' ~i 82 49 f i~9ZS s~ Q!, \ F J <N . _o i / 0 l G f• 101' •`C,~ya 8~ N 19° Sy m ° 66 ttYY , . 'S r, 3N / g1 w N __5 C4 m GE . ~,Nii J i 75r a' r \ " DRAINA '255.S% .80•.y'W~y.~ a. jy62 5554 ...Rsasyi-..1 \ \ \ 30 EASEMENT ' 174.97' ' i 83.41" {U Q \ J o 43 53832, - x r N15 5 7YoY£ 18~t9' n W J \ .y 8~c~... • .282. ' -$12"~ 55•E ~ ,a m rn ~ = Q '41 TRAIL \ F Q J CASEMENT a Q O J W :y O J J H J ST. CROIX COUNTY Sys TIC TANK ?MLA' TE-N-1ANCE AGREEMENT AND 0V~,]\-,ERSFEP CERTTICATION FORM C -um-er:3 aver Mailing Address ro er , Addre ELL I(('eriacaton required prom Plar¢tima & Zoning Department for new construction.) Stae Parcel Identification Number G* .Z G _ -g'C'C "-z--r City" LEGAL DESCRIPTION D t ) Pro er[y Location ( 1/< : ~I~ ; Sec. 19 . T ,.30 N R j $ W, Town of ~1 fe N Wld1A S-. bdivision Plat: y [ P'yA 6f tk-V , Lot T Certified Survey Map r , Volume : Page Warranty Deed 7' 4G X77 ~ `j' (before 2007)Volume Page Spec house r? yes D no Lot sines identifiable :2 yes 0 no SySTEm mAorirITANCE 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 rank every three years or sooner, if needed by a licensed pumper. What you put into the system can meet the function of the septic tank as a treatment stags is the waste disposal system Owner maintenance °esponsibilities are specified in §SPS. 38352(I) 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 septic tank is wastewater disposal system is in proper operating condition and/or after inspection and pumping (if necessary), the less than U3 fl of sludge. Uwe. 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 Safety And Professional Services and the Department of Natural Resources, Slate or w rsconsin. CemS.cation stating that your septic system has been Tnaintained must be completed and returned to the St. Croix County Planning & Zoning Department within 34 days of the three year expiration date. iiwe c,-raft' that all statements on this io aretrue to the best of my/our imowledge Uwe am/are the owner(s) of the property described above, by virtue of aw/~ty eed recorded is Register of Deeds Off ce. N u of bedrooms l G_ T Tt,TRF OF APP *IC-Ai'\TT(S) DATE Y=* Asy information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zones Departmem x lncisde wir,:t this application a recorded warranty deed from the Resister of Reeds Office and a copy of the certified survey map if reference is made in the warranty deed - ;V. 0417-71 I SPECIAL ACTION RESOLUTION THE GLENS AT WILLOW RIVER HOMEOWNERS ASSOCIATION, INC. CONSENT OF DIRECTORS PURSUANT TO SECTION 180.0821 OF THE WISCONSIN BUSINESS CORPORATION LAW This special action of the Directors of The Glens at Willow River Homeowners Association, Inc., is pursuant to the required three days' notice of a Special Meeting of the Board of Directors as called by the Board of Directors, to-wit: Joseph Green, Thomas D. Mews and Mark A. Casey, being all of the Directors of The Glens at Willow River Homeowners Association, Inc., do hereby acknowledge receipt of notice of the time and place of a special meeting of the directors. The undersigned Directors do hereby consent to the following resolutions and actions contemplated therein, with said consent to have the same force and effect as a unanimous vote thereon. RESOLVED, that the following resolutions be and hereby is adopted by consent of the Board of Directors: 1) The Board of Directors shall, hereafter, serve as the members of the Architectural Committee. 2) The Architectural Guidelines for Housing The Glens of Willow River, as adopted and amended are further amended to designate square footage requirements as follows: a. One story homes shall be a minimum of 1,300 square feet in size; of 2,000 square feet in b. Two story homes shall be a minimum size. 3) The Architectural Guidelines for Housing The Glens of Willow River, as adopted and amended, are further amended to restrict and disallow the construction of Split Level type homes in The Glens of Willow River development. The Board of Directors hereby authorizes and instructs the Architectural Control Committee to execute all necessary documents to accomplish the above resolution and cant' out the intent of and amendments to the Architectural Guidelines. t a adherence to the adopted In witness whereof, the undersigned have executed this Consent of Directors to be filed as part of the minutes of the Corporation as of •:T~ J 2014. WeGreen omas D. Mews Mark A. Casey Z6 -13o i "Wisconsin SOIL EVALUATION REPORT #1520 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 49 Please print all information. Revie By Date Personal information you provide may be used ff seco aw, . 15.04 (1) (m)). /6Z/Z/6(, Property Owner i Pro rty Location Sienna Corporation Goy:. Lot NE1/4 SE1/4, S18, T30N, R18W Property Owner's Mailing Address - Lot Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 9 The Glens Of Willow River city State Zip ode Phone u City Village Town Nearest Road Minneapolis MN 55dRichmond 100Th St. New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.7 ggpd/ sqft rating. Possible system elevation for Area 1 is (step trenches) high trench 93.5', low trench 9 . ❑ Boring # Boring Pit Ground surface elev. - 96.97 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr3/3 none sl 2fsbk mfr as 3vf .6 1.0 2 6-26 10yr5/6 none cos Osg ml gw 1vf .7 1.6 3 26-37 10yr5/4 none grcos Osg ml cs .7 1.6 4 37-115 10yr6/4 none s Osg ml .7 1.6 Boring # ` Boring IT] Pit Ground surface elev. 96.97 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 8-15 10yr5/6 none grcos Osg ml gw lvf .7 1.6 3 15-47 10yr5/4 none cos Osg ml cs .7 1.6 4 47-115 10yr6/4 none s Osg ml .7 1.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. r Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/18/2006 715-247-2941 SBD-8330 (R.07/00) Property Owner Sienna Corporation Parcel ID # 49 _ Page 2 of 3 Boring Boring # Fil - pit Ground surface elev. 93.93 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-9 10yr3/2 none sl 2fsbk mfr as 3vf .6 1.0 2 9-22 10yr5/4 none gricos Osg ml cs 2vf .7 1.6 3 22-115 10yr6/4 none s Osg ml .7 1.6 I ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#f -Eff#2 ❑ Boring # Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 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 = BOD5 < 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 (R.07/00) Schmitt Soil Testlrg, Inc. Page j of + ,cnducted by: Conducted For: Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1.595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature: Lot NO.: 7 _ Date: ~i A i 0 E Legal Description: ltiF1/4 SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El.. 3/ Top of I-q Slope= & 4~ Contour Line El. N14 Contour Line Length IV l4" C"t de 5,-'d Scale 1" = 40' ~i \ \ i L j)o 03 ~t, k < ' S., \ 'V6- This Soil and Site Evaluation wa c pleted to fulfill a zoning requirement. It may or may not be in a location suitable for you use.