The URL can be used to link to this page

Home My WebLink About030-2141-00-025 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 597401 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.D4 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No OEVERING HOMES TOWN OF SAINT JOSEPH 030-2141-00-025 CST BM Elev: Insp. BM Elev: BM Description: ~ ~t Section/Town/Range/Map No: 36.30.19.2075 TANK INFORMATION 8VATION DATA TYPE MANUFACTU R CAPACITY STATION BS HI FS ELEV. Septic 46~ ~ ~ Benchmark 1,10 ' O• ' 9q.-SL Dos' g Alt. BM Aeration Bldg. Sewer 5 '?7. Of Ho kqg S t Inlet ~ ~ • ~ ! TANK SETBACK INFORMATION S t Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/ 5. S Y• 5 -IX A tion Dist. Pie Tj_ 8 J Hol 9 Bot. System - ~ .S b,qS- X3.51 3l0 PUMP/SIPHON INFORMATION Final Grade y s. Man urer Demand St Cover r q GPM L . 0 odel Number TDH Lift Friction Loss em Head TDH Ft Fo emain Length ia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Lengt / No. Of Trenches PIT DIMNS No. Of Pit Inside Di Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STR2W LEACHING Manufacturer: INFORMATION T1fPe Of System: VN 130, 0;0- CHAMBER OR I ti IV/!` ( UNIT Model Nu r: 2'P110 DISTRIBUTION SYSTEM f S4Q Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air I take 1 Pipe(s) Length Dia Length Do Spacing I I a A 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 Cent / BedrFrench Edges (1 Topsoil Yes j-- No No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Ins ection # R Location: 815 124TH A~ ~ 1.) Alt BM Description = ~L coo- 2.) Bldg sewer length = - amount of cover = UU I Li 2", it ~ Coty o~(AL pi vmbco' Plan revision Required? [Yes o ~~y fl! Use other side for for additional informati~ I" P~ 1 SBD-6710 (R.3l97) Date n e *ct Signatur Cert. No. a~ y _ a`wl` 4 Safety and Buildings {Division County E I V E D 201 sh ton e.., Box. 1152 Sanitary en Numbs (to be filled in by Co.) 62 RgpZ.tA b~ ii - pJIdAJF5AFE13E8 sT. cKoix coSmw ry Pen--- . ~ppiwation ~ State Transaction b Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note: Application forms for state-owned POW TS 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 seconds purposes in accordance with the Privacy Law, s. 15. 1 m), Stats. L Application Information - Please Print All I atio _ J !3 c%~ / i / -1- Property Owner's Name Parcel Wit' c~1 ~C Property Owner's Mailut dress Property Location lei 3o'7 / j ~ J-~ Govt Lot city, state Zi Code _ Phone Number Z: r/, l b Section II. Type of Building (check all that apply Lot ) TN; R E W 1 ~ of 2 Family Dwelling-Number of Bedroo Subdivision N e ❑ Public/Commercial - Describe Use 1 (7lCL./~. ' - ❑ City of El State Owned - Describe Use CSM Niunber ❑ V' of of d Z L w IIO '~"l ( - III. Type of Permit: (Check only one ox on line A. Complete line B of applicable) - A. %ew System ❑ Replacement System ❑ I'rea¢nent/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B- ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Per= Transfer to New List Previous Permit Number and Date Issued r Before Expiration Owner I ~ n !7 DKTIjLe of POWTS S stem/Com onent/Device: Check all that apply) 'Non Pressur d In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ 9tber Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsal/Trea ent Area Information: Design Flow (gpd) Design Soil Application R (gpdsf) Dispersal Area Required (sf) Dispersal Pr ose (sf) I'S em E 6-5 jo VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons I Units y/ I r' ~ ~ O y U New Tanks Extsnng Tanks E MO Septic or Holding Tank ' . - _i'► I ` - Dosing Chamber I f VII. Responsibility Stateme 1, the undersigned, assu ponsibility for installation of the POWTS shown on the attached plans. Plum*'s Name (Print) Plumb. ' ature MP/MPRS Number Business Phone Num ' Plumber's Address (street, C State, Zip Code ~ lti VIII. Coup /De artment Use Only ' ~'s Permit Fee Date sued Issuing . Signature proved ❑ g~' Owner Reason for Denial IX Condi ason$.~ r D approval rk, E4 IVlsnfittr' +11' :3 X W t. t l ui5 r +i LA- cell nest till be sf?_'ac,?s ! r ii E tL t ► 1 as;per tfl4r,3gement plan p!o iided by plumbe!. 2. A'>Ret A(regWFeraan',s 1! i pA. uee rkaint; it E d as pet 9WJlcnWP codo I rdinancur. Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 z 11 inches in size SBD-6398 (R 11/11) System PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SW 1/4S 36 /T 30 N/R 19 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 94.8/94.6 4.5' below grade 7/6/17 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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Qt,n In I 1A 124th Ave Pro 3 Bedroom House 25' ST 25' B-1 , Vents 223' ° o fly _ B-2 47' e All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 B-3 r Vent 24' i >6 17 Quick4 Standard 56' 74 of Cover Leaching Chamber with 20.0 ft2 of Area 24' 12" 5.6ft^2/pair of end caps 4' Long Grade at System Elevation _ 34„ 172' Cty Rd A Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 7/6/17 Owner:Oevering Homes Location: NE1/4 SW1/4 S36 T30 N,R19W 815 124th Ave St. Joseph Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Leaching Chamber Cross Section 4-6. Maintanance and Con ' ency Plan 7. Filter Cross SV6O Signature License numbe System PLOT PLAN PROJECT Oeverino Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NE 1/4 SW 1/4S 36 /T 30 N/R 19 W TOWN Richmond COUNTY ST. CROIX SYSTEM ELEVATION 94.8/94.6 4.5' below grade 7/6/17 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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Scale = 1/4" = 10' 124th Ave Pro 3 Bedroom House 25' ST 25' B-1 Vents 223' B-2 47' 1.5% Slope All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 B-3 Vent 24' >6" Quick4 Standard 56' 74' of Cover Leaching Chamber with 20.0 ft2 of Area 24' Long 12" 5.6f A2/pair of end caps 3 4„ Grade at System Elevation 172' Cty Rd A 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 99.3' Len Grade Vent 3' 4 Septic Tank 5' L5 5' Long 1 3 6Grade at System Elevation 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 r System elevations: A 94.8' B-94.6' POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner 01 (M I , Septic Tank Capacity -yam _ al ❑ NA Permit # 67 Septic Tank Manufacturer -NA )ESIGN PARAMETERS Effluent Filter Manufacturer r ! ❑ NA Number of Bedrooms f ' ❑ NA Effluent Filter Model ❑ NA i Number of Public Facility Units NA Pump Tank Capacity NA al j Estimated flow (average) a l"° aUda Pump Tank Manufacturer NA j Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer NA Soil Application Rate aVda /e Pump Model NA / i Standard Influent/Effluent Quality Monthly average's Pretreatment Unit p NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) 20 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection ❑ Other. Pretreated Effluent Quality Monthly average Disp rsaI Cell(s) ❑ NA Biochemical Oxygen Demand (BODs) 530 mg1L -Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) 5104 cfu/100ml ❑ Drip-Line ❑ Other: (Maximum Effluent Particle Size 313 in dia. ❑ NA Other. ❑ NA Other. A Other: 11 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 - d month(s) ry: ears (Maximum 3 years) ❑ NA (Pump out contents of tank(s) When combined sludge and scum equals one-third {'f~} of tank volume ❑ NA Inspect dispersal cell(s) At least once every: O month(s) ear(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: lc onth(s} ❑ NA ' ar(s) Inspect pump, pump controls & alarm At least once every: 11 mon (s) NA -fin 1~ ❑ year(s) I=lush laterals and pressure test At least once every: ❑ month(s) NA 13 year(s) ether. At least once every: 13 month(s) 11 NA ❑ year(s) NA Cotner: 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 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 I:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin (Administrative Code. Ail 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. la 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 ducts or other chemicals tt>Fjt For new construction, prior to use of the POWTS check treatment tank(S) If for ft prewce of high oDrt~ntrations a painting protected have the contents of tht; may impede the treatment process and/or damage the dispersal cell(s). 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. will ble During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater effluent. discharged to the dispersal ceb(s) in the backup or surface dis~nge one large dose, overloading the cell(s) and may result in to restoring power to tide To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior 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, the area within Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, 15 feet down slope of any mound or at-grade soil absorption area. and prong the We of the POWT~: Reduction or elimination of the following from the wastewater stream may improve. the perfomianc~ anpblotice; baby gripes; 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 propetiy and safety 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 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 fails and cannot be repaired the following measures have been, or must be taken, to provide a code cornpront replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system, upon The replacement area should be protected from disturbance and compaction and should not be t I result in the requnOi4eded setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacemen area with the rule. in for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply effect at that time. Cl A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologic 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 evaluajon 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 foilowing removal of the biomat at the infittrative 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 POWTS INSTALLER POWTS MAINTAINER a r L Name ' / / Name - 77- Phone , Phone J 7 SEPTAGE SERVICING OPERATOR (PWMPER) LOCAL REGULATORY AUTHORITY Name Name Phone Phone This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(1) and 383.54(1), (2) & (3), Wisconsin Administrative Code. I ~ r-r r J \ c I w 1 ~O r i" V y \ Ens iliS7Y \ 4 77 o y ~ ~t \0 0 252x56 K18 v "6 1145J0` LF= a < e rig 5 C4 Ram H E % ~ nor IWA C14 0 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer (~Ie ue r; n Mailing Address Property Address (Verification required from planning & Zoning Dep n fo new construction.) City/State Parcel Identification Number j / LEGAL DESCRIPTION Property Location : r/,' w L£ V4 ,Sec.' C~ T N R ! W, Town of u- J Subdivision Lot# - . Certified Survey Map # _ Volume Page # Warranty Deed # ~ Volume Page # Spec house res no Lot lines identifiahl eye no SYS ETM MANTENANCE 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 ever the system can affect the function of the septic y years or sooner, if needed, by a licensed pamper- What you put into t.e~~eni ca s are specified in Co tank as a treatment stage in the waste disposal system. Owner maintenance § rum. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix Coup Pbe owner and by a master plumber, journeyman Plumber, restricted plumbernor a licensed pumper ver a certification h & Zoning Department wastewater disposal system is in pumper veri form, signed by the less than l /3 full sludge. proper operating condition and/or (2) after inspection and g that 1 the on- pumping (if necessary), the s site tank is 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. Uwe certify that all statements on tt 5 form are true to the best of my/our knowledge. I/we am/are the owner(s) of th property described above, by virtue of a w anty deed recorded in Register of Deeds Office. the Number of bedrooms 11 APPLICANT(S) G_/ ~IGNAOF DATV ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & "Zoning Department. rnelude 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. 08/05) t eo J z zl ! €~~e= of R C S a N o 1 ~~~ga Z o ~ Z ~ O 8l1 _ Ig w~ IB ~fI 1 Z. SI °I L: _ w; _ w 8' e. ' Lt- LL t"rte" - S- - I TT I Z O Q wi4 Jl= W!~ UJ: UJI RY Z ~ € i O h Q~ Lj L ~g mQs N! O o =k ~T N O O B p $ Z 2 ~ ~a~ 4 T lai N iI NI J~i i i i son:mM~u<svm ~aorA Oa enan me®reu I - ~..I z.< ~ _ ~ of v; Bw , ~ I I ~ „ i CL -l - - 9 - g E C i i S ~ - _ } ry, it ~ i S j, 01 i X30? = a" o - - „9 ~.J 4 u 1 n fi -tJ n M1 p 9 a o : II , F74 w y ~ LU W Q Apop$, Qi Di r C O 0 z ~ G I ~ ~ "s i. ~I z i h x'11. 'cmaovaare a MnuM®vM ~oo 1 I q, 'a-aivKwsaou wmo ' 'I, I .jzn: sz I .>p r R I I N xl ~ . -1 (L 1 A6 J o I : ~ arcmm~mn~ aauaaurnn I ~ v ID190ID 51 I-.. l- . f I + SOIL EVALUATION REPORT 1342 Wisconsin Department of Co merce t Page I of 3 Division of Safety and Buildin s in accbh66ce wits Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plat on paRT n63l~lss th8tn %k~1 i`'inches n size. Plan must County include, but not limited td vertical St. Croix . d6?rJgll~ntarreie?~nce point BM), direction and percent slope, scale or d ; andi d distance to nearest road.' Parcel I. D. (i Please print all information. Review By Date p Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ` ! d5 Property Owner Property Location J Grand Properties, LP Govt. Lot NE 114 S/4 S 36 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 25 Natalie's Ridge City State Zip Code Phone Number City Village ✓ Town Nearest Road Somerset WI 54025 715-247-5900 St-Joseph Cty. Rd. A ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Outwash (stream terrace) Flood plain elevation, if applicable na 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 95.0'. Slope is 1.5%. ❑ Boring # Boring ✓ Pit Ground Surface elev. 99.31 ft. 96+ Depth to limiting factor - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-20 1Oyr3/2 none sl 2fsbk mf as 2vf .6 1.0 2 20-30 1Oyr4/3 none sl 2msbk mfr gw lvf .6 1.0 3 30-36 1 Oyr4/4 none Is 1 csbk mvfr gw .7 1.6 4 36-46 7.5yr4/6 none grms Osg ml cs .7 1.6 5 46-96 1Oyr5/4 none grms Osg ml 7 1.6 ❑ Boring # Boring ✓ Pit Ground Surface elev. 99.31 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz I *Eff#1 *Eff#2 1 0-11 1Oyr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 11-31 1Oyr3/4 none sl 2fsbk mfr gw 1vf .6 1.0 3 31-38 1Oyr4/4 none sl 2msbk mfr 9w .6 1.0 4 38-98 1Oyr5/4 none vgrcos Osg ml cs .7 1.6 5 98-115 1 Oyr5/6 none s Osg ml - .7 1.6 tt~~ 7.11 5Z sz, * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <_30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: ; CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 4/21/05 715-247-2941 Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 a Boring # Boring ✓ Pit Ground Surface elev. . 98.83 ft. Depth to limiting factor 115+ _ in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 I *Eff#1 *Eff#2 1 0-10 1Oyr3/1 none I 2mgr mvfr as 2vf .6 .8 2 10-21 1Oyr3/4 none sil #2fsbk fsbk mfr gw 1vf .6 .8 3 21-30 1Oyr4/4 none sl mfr gw .6 1.0 4 30-83 1Oyr5/6 none vgreoOsg ml as .7 1.6 5 83-115 10yr6/4 none s Osg ml .7 1.6 r/ F-1 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/ftZ *Eff#1 *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 *Eff#1 *Eff#2 f I * Effluent #1 = BOD 5> 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. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Grand Properties, LP Thomas J. Schmitt, CST 227429 Address: 712 Rivard Street 1595 72nd St. City, State, Zip: Somerset, Wl. 54025 New Richmond, WI. 54017 Phone: 715-247 SubdName: Natalies Ridge 7// Lot No.: TLegal Description: N,67114 51,/1/4 S36 T30N RI 9W Township o£ St. Joseph, St Coix County ® Soil Boring A Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El... Top of/" Steel A-t Slope= Contour Line El. AW Scale 1" = 40' . y r\^ 1 05 i ~f C j -Y This soil report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use. I LOT 00 AC. . . I I fl (3.00 A' 24 - - x 916.6 - e3.000 A tilil AC.) L.B.O.= 915.5 x 915.6 - - - H.W1 x 914.4 } LOT 25 3.000 AC. (2.68 AC.) x 915.3 91 . L.B.O.= 915.5 I , • ' x 914.5 x 914.3 'o LOT 26 x 3.000 AC. (2.74 AC.) L.B.O.= 915.5 7 o