Loading...
HomeMy WebLinkAbout026-1306-00-053 I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No, INSPECTION REPORT 592207 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No: Peter & Carlya Peterson TOWN OF RICHMOND 026-1306-00-053 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: get i1 18.30.18.1660 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 'VA Alt. BM/' co /40 eo, -0 Aeration Bldg. Sewer ._-~n.~ idte.ti2 Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet N g TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / O~ iy 1 ~ Abp Dt Bottom II, Dosing d 1 l Header/Man. Aeration Dist. Pipe 1 Holding F Bot. System Ib• nrt'~ Final Grade 7v PUMP/SIPHON INFORMATION t Ry.ba Manufacturer Demand St Cover / ~d (o ,F. - - - GPM 7 Mgtdel Number TDH Lift Friction Loss System HeaLI- TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia., Liquid Depth DIMENSIONS i (76 I C~ SETBACK SYSTEM TO P/L BLDG WELL ' LAKE/STREAM LEACHING Manufacturer: 9" INFORMATION Type Of System. 11k,5& A A, I- CHA UN T OR Model Number: DISTRIBUTION SYSTEM =L/ Header/Manifold Distribution ix Hole Size Ix Hole Spacing Vent o AiA-5 kke 1 ~i Pipe(s) Length' I Dia Length Dia Spacing ` SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded TuIched Bed/Trench Center 3. Bed/Trench Edges Topsoit,_,n ".xes No Yes n No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 985 154TH AVE r., I 1.) Alt BM Description = 2.) Bldg sewer length = >ji - amount of cover =r ol Plan revision Required? ❑ Yes No LUse other side for additional informaton Date d" Insepcto s Signatu Cert. No. SBD-6710 (R.3/97) RECEIVED Industry Services Division 5 '1 p S OCC 1 L 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) P P.O. Box 71 rA2 r, ST. CROIX COU Madison, 1.537 ~ 71Q' F y T A~OF~"sslovpli'~~' DOMMUNITY DEVELO MEN 5g 00a-7 Sanitary Permit A.ppll( State Transaction ~er 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 the Department of Safety and Professional Services. Personal information you provide may be used for secondary Pr Q, ct Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. 1. Application Information - Please Print All Informat' Property Owner's Name ' Parcel # Property Owner's Mailing Address Property Location t". l Govt. Lot City, State Zip Code Phone Number J// ''/L, S~ Section circle o j T,7GN RP EoW H.. Type of Building (check all that apply) Lot # Subdivision Name 1 or 2 Family Dwelling - Number of Bedrooms r7D 6~ I 1 ❑ Public/Commercial - Describe Use OK cuD Block # ' (~J ❑ City of ❑ State Owned -Describe Use ❑ Village of CSM Number z ; 5d calls w ZZ t ZZ k. Town of J III. Ty a of Permit: (Chee only one box on line A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) 13 ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner -eAP, L IV. Type of POWTS System/Component/Device: (Check all that apply) No -Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable so2~ Holdtn Cher ispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treatme Area Information: Design Flow (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Area Proposed (s System Elevation Rate(gpdsf) ~7 /1 } / ~r 9Id VI. Tank Info Capacity in Gallons Total # of fl - Man facturer U " Gallons Units e o 2 New Tanks Existing Tanks c U in m rn i- t7 R Septic or Holding Tank > 5 ❑ ❑ ❑ ❑ Dosing Chamber ❑ ❑ ❑ ❑ ❑ VII. Res nsibility Statement- I, the undersigned, assume r spons' ili for installation of the POWTS shown on the attached plans. Plum Nam (P iK Plumber's MP/MPRS Number Business Phone Number -'i Plumber's Address (Street, City, Sta e, Zip Code) VIII. Coun /De artment Use Onl Approved Permit Fee Date Is ued Issuing ent Signatur iven Reason for Denial IX. CondrWAP$Mfteasons for Disapproval 3~~` 1 ' 0 tar*, effluent lifte- t~Md IOf4 vsii cell must all be s.!ic Ls ! rit !ntj tL n f ( (1 f+a ~ ~ e4~ per marsagement plan p! ovided by plumber. 1~1 46 2 i1 K rnents must be maintz.ined as per bM w6t I wrdinanew. 6 Attach to complete plans for the system and submit to the County only on paper not less than 8 riz x 11 inches in size SBD-6398 (R03/14) x~l jS c J .~h zrl) r -:C Q i>® li i CONVENTIONAL COMPONENT DESIGN Residential application INDEX AND TITLE PAGE ct~Q,=tl Project name: Iet i:w Owner's Name: . n Owner's 2ne~ Mats Address: T zll Legal Description: e Lot # Subdivision: Town: /JX , County: ID# Parcel Designer/Plumber: License D"ate: ! Signature: Comments Designed pursuant to the In-Ground Soil Absorption Component Manual for POwTS version 2.u lndex=iitle 2/2/2012 i I _ I 14e' Q~ it J I W i p ~ cs I I i I I I ~ ~ Son a e_ On_ to C ~ecti®~ Fu1i Grade 4`SdwdUL*40 PVC Vent Pipe waVet Cap Leaching Chamber`" Sys„ ©evadon Soil AbsOeai`IOn SStSISM Plan ~ew► I.eat ~sing Otsservation Pipe Chambers rentOr Dia. Trench 2 Header Leacbim Chamber S t Orts Manufacturer And MOdet EISA Ratin~ sq ft per chamber Soil Application Rafe gwoq ft gpd Design ROW Soil Application Rafe ~ EISA Chambers 2 rawa of dwarnbers each. Page _ vt 711 igz- n~.xirS _ 15 ALLAIN 8-4-i TIM Ulf korwo-P MOP i i F%. J ~a• ^L•J r~..~._~..,.i )L.i-~-tea 'y~5.-.~r:%L_~ . fi'% 3r- ~ ~ ~ (js,~~ ~-r•r, . • -N~~C {ijj•''~~~±1! ~C' "t x. T!,-.~-.__ ~ F~~ITI~~~C6!''vL.•r.~6y 1 ~ ~ ~'L ~~.i 'sf~~.--. :i t Of the zapft tank- (A) ire ~a (A) L awf s the ~r houf on to fire ~ek pipe- (B) Removed ~''erand Pn (B) M r 7he hEdgkg #0it n s~rY- Is pos dfroi so thetbr can be leis P~FWYait~ and kited from ha at" m in the hac bl- M3irsFeti2~tceand wvff f t * nd Mpfewy - _s ern Ik{i z-ti axle g33}yy` ~?,p4~k ~F ~ nr~~~ sd.i O ~7~,y 25 _ is Ci.,- r.'~ tee, } .mac-~-~,y ~L J 'rs•-fir t `7 -ti;gs_ t "I•` ~j' c - STS ~ 1 3-~ a"'p.~ L~ ~~.H~~ , y~ t ~ T _N 3 big- i-' t ~ f+t• r G .r...IL- t -.^.l -s''`_ Z-C~~-_a t';,,,,- 5, trIst, zu- 60- Step 2, Stay I: er or e o rank. (A) Remove t8nk .cam and PUMP sure P the it ~J ~e'ia ~y r is f ~r "4 7' oEEEGffflP- aC 7jf ti3S'ST ~_p,~q,., M "f .rte SZ!llua - POWTS OWNER°S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner J = Septic Tank Capacity gal ❑ NA Septic Tank Manufacturer ❑ NA Permit # DESIGN PARAMETERS Effluent Filter Manufacturer 13 NA ❑ NA Effluent Filter Model - ❑ NA Number of Bedrooms )ANA Pump Tank Capacity al _0 NA Number of Public Facility Units Pump Tank Manufacturer 13 NA Estimated flow (average) gal/day Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer NA Soil Application Rate gal/day lft2 Pump Model ~N2 Monthly average* Pretreatment Unit NA Standard Influent/Effluent Quality Fats, Oil & Grease (FOG) <_30 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (8005) _<220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other: Monthly average Dispersal Cell(s) ❑ NA Pretreated Effluent Quality Biochemical Oxygen Demand (BODS) _<30 mg/L J~ln-Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) _<30 mg/L 0 NA ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) :510' cfu/100ml ❑ Drip-Line -13 Other: Other: ❑ NA Maximum Effluent Particle Size Y$ in dia. ❑ NA Other. ❑ NA Other: ❑ NA Other. ❑ NA *'Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE Service Event Service Frequency ~ ❑ month(s) (Maximum 3 years! ❑ NA Inspect condition of tank(s) At least once every: ear{s} Pump out contents of tank(s) When combined sludge and scum equals one-third (Yg) of tank volume ❑ NA Inspect dispersal cell(s) At least once every: month(s) (Maximum 3 years) ❑ NA J9 year(s) ❑ month(s) ❑ NA Clean effluent filter At (east once every: year(s) ❑ month(s) ,f3I NA Inspect pump, pump controls & alarm At least once every: ❑ year(s) At least once every: ❑ month(s) O-NA Flush laterals and pressure test ❑ year(s) Other: ❑ month(s) ❑ NA At least once every: ❑ year(s) Other: ❑ 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 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 p ng 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 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 <_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. GMW (4/01) Page ~ of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other 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 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 the effluent pump 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 be 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 wil, 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 effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding 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 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 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 - Name Phone _ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name' _ Name Phone Phone This document was drafted in compliance with chapter Comm 83.22(2)(bl(11(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer e C"'(t ~C Mailing Address Z fldf ✓ ~~C~ Property Address ~~5 5 Ao-e-~' (Verification require from Planning & Zoning Department for n 1w co (7r City/State Parcel Identification Number LEGAL DESCRIPTION Property Location '/4 '/a , Sec. Tom? NR S W, Town of Subdivision Plat: Lot # Certified Survey Map Volume , Page # Warranty Deed # LC_ 7 (before 2007)Volume Page # I a: Spec house ClyesEno Lot lines identifiable JFyesFJno 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 waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(l) 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 Safety And Professional Services 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 statements on is form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue Hof a 7ranty deed recorded in Register of Deeds Office. Nui er of bedrooms I SIGNATURE 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 Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04!22) (,n C14 Ira, t co "O to C3 Car a ~ I cn • di H4f co -t pis 29.E 3gp•43 t x 1 q I It 1 t 1- 0 d j ul C% m 144 H42 V) w 0 4* 318,66 ( ) < 0 0 Ina 04 j t 5 d ! N 10 l.9£,*930S ( I' 19 ! I z 1 • err H4 3061 iI) .E 333.44' ( y J go 13 C*4 IN 0 low La C, U 1r- ( 47 Cal - ~ JX 0 04 ate, I I CV w 44 6g, 041 SLUZ 40 INI b woob GuinoiQ s,u!r)l NO✓nl-gd V. IM'D V ~Illd z O U ~ CD of i ~ A~L z U ! I - - - - - - - - - - - - I~ - i~ ~J Rl~ L j k/oA -Q -ga -L vx- 6V'D 18 -91,9d woob Guinn z O O z - CLI r °~O rt LL- O LL z I I { 1~ 1 IF --1 it { ~I 1114 - I CZ T_, WOON e'we'C s~u-j y wood 6wnojQ s,uiol / i Z U ~ 77 v U z z ~ - U F) F O C) I 'I I II IIII - 1 I 1 I 1 F I II N i I I Q ~ Z J I q II ~ - r-J 'I u>J U I I ~ ~ C. I ~ I Iii T I 1 I I I I I I I I I I I I I I I I I J 5 1 02 -wao~ 6uIMelQ s,wel csapa?»~ i ; l ❑10021 6uln0Jp s,wol z O U z F-.. O U z z O U 07 lL ~ i 0 O0 LL- z I I J L I II : I ~ ~o I / ;J (OF, Oll woad awn:. z~0 s,mei woob Gwnal© i ;i iJO /lJ~l~d C~ C R]~7 P ~l~d z O U ~ z ~ O z - , ~~a o ~ ML L u [ I ' EI I ° ct I I' I w w~ - 1. All, n M I\~ II I COI~S//I SOIL EVALUATION REPORT #1537 Page 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8'Y2 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 D. 53 Please print all information. Revi ed By Date Personal information you provide may be used for seconda oY Law, s. 15.04 (1) (m)). \ ~a yZ b Property Owner Property Location Sienna Corporation Govt. Lot NE 4, S16114, S18, T30N, R18W Property Owner's Mailing Address S E P 2 6 7,006 t Lot # Block # Subd. N me or CSM# 4940 Viking Drive Suite 608 i 53 The Glens Of Willow River City Stat Zip CjPd~R0FhgWMTfter 1 City [ Village ] Town Nearest Road Minneapolis M 55435 Richmond 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 gpd/ sgft rating. Possible system elevation for Area 1 is 89.5'. Boring # Boring Pit Ground surface elev. 98.42 ft. Depth to limiting factor 120+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-16 10yr3/3 none sl 2fsbk mfr Cs lvf .6 1.0 2 16-27 10yr4/3 none sl lmsbk mfr gw 1vf .4 .7 3 27-37 10yr4/4 none scl 2msbk mfr cs .4 .6 4 37-48 7.5yr4/6 none grls lcsbk mfr cs .7 1.6 5 48-61 10yr5/6 none vfsl lmsbk mfi as .2 .6 6 61-120 10yr5/4 none grs Osg ml .7 1.6 I 2 Boring # Boring Pit Ground surface elev. 98.42 ft, Depth to limiting factor 131+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/f12 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/4 none sl 2fsbk mfr cs 1vf .6 1.0 2 9-26 10yr3/3 none sl lfsbk mfr gw lvf .4 .7 3 26-41 10yr5/3 none sl lmsbk mfr gw .4 .7 4 41-64 10yr5/6 none sl lmsbk mfi cs .4 .7 5 64-78 10yr5/6 none sl 2msbk mfr Cs .6 1.0 6 78-131 10yr5/4 none grcos Osg ml .7 1.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS L30 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 9/21/2006 715-247-2941 SBD-8330 (R.07/00) PropertyOwner Sienna Corporation Parcel ID # 53 Page -2 of 3 Fil Boring # Boring g Ground surface elev. 94.0 ft. Depth to limiting factor 110+ in. [1 Pit 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#t •Eff#2 1 0-13 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 13-19 10yr4/3 none sl 2msbk mfr a 1Vf .6 1.0 3 19-52 7.5yr5/4 none vgris Osg ml cs 1Vf .7 1.6 4 52-68 10yr6/4 none grcos Osg ml as .7 1.6 5 68-110 10yr6/4 none s Osg ml .7 1.6 N' 0 4 Boring # Boring pit Ground surface elevi 93.47 ft Depth to limiting factor 110+ _ in. Soil Application Rate Horizon Depth Dominant Color Redox Descriptio re Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#l 'Eff#2 1 0-8 10yr3/3 none sl 2fsbk mfr as 1Vf .6 1.0 2 8-15 10yr4/3 none sl 2msbk mfr gw 2m,2vf .6 1.0 3 15-24 10yr4/6 none gris lcsbk mfr cs 1Vf .7 1.6 4 24-5 10yr5/6 none grcos Osg ml cs .7 1.6 5 55-83 10yr5/6 none grs Osg ml cs .7 1.6 6 83-110 10yr6/4 ne ~ s Osg .7 1.6 Z Boring # ~ Boring F -sl • pit Ground surface elev. ~2$T ft• Depth to aw 110+ 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#t `Eff#2 1 0-11 10yr3/1 none sl 2fsbk mfr as 1Vf .6 1.0 2 11-19 10yr4/3 none sl 2fsbk mfr cs 1Vf .6 1.0 3 19-35 10yr4/6 none gris lcsbk mvfr gs .7 1.6 4 35-44 7.5yr5/6 none s Osg ml cs .7 1.6 5 44-69 10yr3/4 none grcos Osg ml as .7 1.6 6 69-110 10yr6/4 none s Osg ml .7 1.6 104 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 (R.07/001 Schmitt Soil Testing, Inc. Page 3_ of 3 Conducted by: Conducted For: SL ;hmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, WE 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature:_ Lot No.: S_J Date: __i Legal Description: X1/4 SEU4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark E1. ' Y- 6- 2' Top of / "z~swPif'~ .!c zc, Slope- Contour Line E. Contour Line Length Scale 1 40' lq, Gi 1 ~ 2 I of I 4 S~ This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.