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HomeMy WebLinkAbout032-2183-15-000 Safet nsin Depal n rerl is ^ommerce PRIVATE SEWAGE SYSTEM ourty St. Croix Safety and Buicig Gwis:m INSPECTION REPORT Sar ta-y Permit NO GENERAL INFORMATION (ATTACH TO PERMIT) state = an 17) No 584739 : Personal infor-natron you prcvide may De csed fo' seconcary ar.rpc-;e, -i,acy Law, s 15.04 (';(m;) Permit Holder's Name r;,ty Village Township Parcel Tax No. MUrray Silverberg TOWN OF SOMERSET 032-2183-15-000 CST BM E ev: ncp. E3M Ele" SM Descnphon Sectiorrrcwn,'Range•'Idap No: " 23.31.19.1563 TANK INFORMATION A ELEVATION DATA TYPF MANUFACTLR R j G,AP.ACITY STATION RS HI FS ELEV. Septic Benchmark U Gos+ng Alt RM Aeration 31d9 . Sewer J. ILI Voiding S4'Ht Inlet Sul it Outlet TANK SETBACK INFORMATION TANK TO P(L. N:ELL BLDG. Vent to Air Intake POAD Dt Inlet Sept c "7 - Dl Bottorn Dosing Headerllylan Aeration Dist. Pipe Holding Bot. System Final Grade n 9 Y PUMP/SIPHON INFORMATION Manufacturer Dem d S_ t Cover GPM t. Mode. Number I DH Lift Friction Loss Sy5'em Hca9 TGH r t Fvrcemain Length Da Dist to':dell SOIL ABSORPTION SYSTEM z/ i - BEDITRENCH Aidth Len~th INo Oi 1 renches PIT DIMENSIONS No. Of Pits Irsice Dia. L quid Depth DIMENSIONS Y; _ I. SETBACK SYSTEM TO PIL BLDG V'.'ELL LAKE!STREAM LEACHING Marufactu r: INFORMATION -ype Of System CHAMBER OR i 4 UNIT Moeel Numx' DISTRIBUTION SYSTEM' HeadcrWFnifold Distribution f ix -Ole ze x Hole Spac ng b'e hi ! it 1-take Pipes; - I enctY Dia Length a Spacing SOIL COVER 'l- x Pressure Systems Only xx Mound Or At-Grade Systems Only _j I Depth Over U Dept i 'T:cr TN pth of xx Sr.rde:i~5nridetl xx Mu cFcd Bed:T,ench Center 1 Bed/Trench Edges To soil p Yes No _ Yes No COMMENTS: nclude code discrepencies, persons present, etc.) Inspection #1: Inspection #2 Location: 6,37 210TH AVIr" 1) All BM Description = Il~ ~(,r~ V J ~i1c t 2) Bldg sewer length = } i , C - amount of cover " c. 0 Plan revision Required? Yes 0 No Use other side for additional information. ~I _ ~.1, k: Date 'sep<tor's Signature Cert No S R D-6? r 0 (P.. 3, 9? 1 ftco Safety and Auildinp. Diviiiuni - - CZ- c. Zn 20I W. WRe})it O11 .4vr. Y.I? Box 1I h2s'~ Wl 59707- i 1CiJ ~ y Permit Nomher (tn 6o Ilad in by Cn.)- NWi.qmi. I,eQO'~r, U _ - 7_3 - State TTRnandfon e: Sanitary e~ .A.pplicatia~n- t,, w~:.:onlot.,a with R. C.-unrn. Ra.7.1(2), Wts..,Xdm. ('ode, mibtnistion of this ti)rm to ilre bppropriatn grvernrttetrtal is regtttn:d print in ahtainiitu it simitxty peunit• Now: .A.pp)it:atiot. urns far y~uta-owner P(1W(N, tiro ptptOctAdLrrse(tfrll rmttt4rnmoilittgpddmrt) cnbmHtrd in the 1>quirttrro;lt If Comntercm Po wial informatlon you pmvidr may br usod lot xeeondary ptu -ama in accordance with the Privacy law, s- I5.04(])(8n), Brine. - - - ✓7 .016A 1. Application Iwfortnsi%na - Please Print All InformalAitive Urrq,erty Ownrt'R Nsmn ! - - I'dterl f! ~_u_!P~4c~~1~~1--~~--~G.-~ r,(3•=mss-- _ - .~3" - lS~~oO .t'rnltrttyUwrml''s il9Hhing Atl4rr4;.q Prspcertylnt:ntinn f ~ ~ IS • ' - - _ _ , _ f3ovt. Lot - - rhono Number Section 3 j ~ (nimln II. Typo of Ilnildlrtg frhack idl that appiy) r.nr q J nrJfrttmly1lumliing ►~turt'trrn£fledmoroS SubdivinouMaine Tik•^ C2e~ • ti' ~J ~S 6k oh L ~ Pnhlh:lC❑nnner.aal•- he9c~iba . H (:itv of • Gatti I Ntittrt7wncil- llract$c II&c (:3MNumLc ~ Village of ry Town of -SO lil. Taps nlPrtrmU.- 3ttlt n yr true lltrz nn Hire A. L'ornplate Linn B if ap)tliceblc) A, -AD ~"rw Symtem l Rnplocement System 1 ] TreapnenUI3olAir~'I'snkRepjacectient Only [i bthez M(NilfiodiOn to Existing b'yRlw (explain) • I I'nrmit R rolrwal Pnrmit Revision I C:IlaVW of Plumber Pr[tnit ] rsnRter'n N ft? I iat Ptetritriw Permit Number itrtd Darn is+,ed Rrfnre fsttltirMinn wncr __...YP_-__ lotnfCotnponent'AevJca: (Cheek all dot ~ffirpjy) Nnn-Prrv9itnzr(I Indlrnund I! t'n+asunzed In-Ground F) At-Itrede I- -I 1?rnmd: 24 it, r,f atatnble soil t t Mound 24 in, nf:aoiteh[e sail ` - -T I I [7ntriinp 7'anic Cher n:aprnratcxurxpnnmlt rotxltt L i Pretreatment rimieo (explain) - V- 7)frsaUTrcn etMArea infnKgt$ 1 ttiort: ~3/c- Tn ra~ )f Rir{n Plow (ginlj nraigr 4nil Appilcntion Rote 'Si cperenl Area RequlreA (af)` tKapcrep7 AreAM S . rem File vntinn - - - 15-7 gS7 V I. 'fan!( Info C'npot ity in TTot,.) it of Mari%dochuVir - l7at)mtn (7allntlR Units o g - - - New 4nnks Lxisdn8 Tank:: ~ ( S+7nlc of Hrildioa -fast ~ - ltnsiaRChamhct - - - - _'L- - - - - - - - 1 - V I1. RospnnRilidlty Rtafomcnt- 1,%f anderailill", Rasume rerppna"#,V for Gpmaladoo of the POVy IY4 Ahbwu on tlra atbteiwa plain. 1'Intntter's l4,una (f'rittt) r1wliller'x SlltridRlro` _ ➢1MPRS Ntarther lRusialwa Phony Ntttrber vx-a Cc- A ti* - - - mher'a A rlrlrn%F (Street, City, Stalin, rpVcde) Vi ]I nunt/Ue~artme>.t ilea r)nly - - _ _ _ llirpraw •1 ni9appmvr:r - ' Prrmh Fee. Doer I ue.] Irw uing t Signs= S P it ;.1) Rnli mr Amini- v ~J IN. t mtdirHi ~f tu#.v for piaapproval - - J SSSPp r ,err L tie , n J) yW.~ t uisNer ^el i, u~i a l be ~p_.rc>s r t, z ntairg~ Our as per management plan pro iJed by plumber, 2. +I1p-a~lq~traeraants frxxu! De t~airtt~ir;ed Pff IPP Oolk 1 ordlnarim. AJ$Arh ttb eontpinto ittann thr the iprtant and Submit L. can County only nn paper not lion sltan a in x 11 lacbes in slrc - ;ft1~ c, 1yN W 07!09) }~e~l<YYr~_~~ ~ ~iJt'~.~rlrc~ :~Cl^ G~.i~~~~✓ r°~; czi- ~c' Y~'~c' ~ c ~ / C ! J f f G I 1 1 J l` \1 `t- I f f 1 oll ' G'' ` r 1, ys ii r 11 I II;~ 1 1 I f I I I r J 4/ CONVENTIONAL COMPONENT DESIGN Residentia{ Application INDEX AND TITLE PAGE Project Name. Owner's Name: SN I/~ / v t .B• « - Owner's Address: Z~-7- S"NoF:gr__.. Legai Hescrintion: I ~iubdivisicn Name: I of Numher l S _ I'art;el II:t Numhc~r: c) .3~ - ~ ~ 6 / 3 - ~k~C~ Page I Index and title Page Plot Plan Page 3 System Sizing & Ornss-Section Page 4 T-` Filter S-pe=s Page 5 ^ - Maintena,ice Information Page 6 Management Plan Page 7 St. Croix L_'tV Septic Tank Maintenanr.~ I rjmi Page 8 Warranty Deed Page 9 C:SM of flat AltachmFnts. Soft Test Designer/Plumber: ~~ir.'! cL yr SG h e~ Y»~1 Adr Liter Ji,rt t,F _ Date: Phone Number z/ z! Sinnattrre L:n;+Ignrd rmr`:unnt to the In-cround sol Absorption componew. Manual toy lirrsrn:, ;2-I1 SBC 1WU,,;-P (N.011c1) Palle 1 LL- _YY/L'`~ J-:~ l/J y ~c'y C~ Lr~ l7 ~s''~L~~~ i~~ f'4?Y 5-11 "'--e po cLez 1 l i r j f l.- till' 77-~_ ~ Y • ~ , r < h f 73~t cI- : y I ~ S ~ . Tom: 9 f I I I~ I L- 2i 1. ~G'r-/-"-'~ I_ ' ,i" ~ Y - fi~~~-' ~ : •7 ? C/ ~y`f 7 IG_~ i Soli Absorption System Cross Section ' `/I;!it 4' 8ahedule 40 Final Grade PVC Vent Pipe ft Wilh Vent Cap Leaching _ ChRmher ~S 3 ft ♦ System ElevOnn Sail A omdon $y@Um Plan View ft r 1 ft Leaching Trench _l Vent Or Observation Pipe Chambers y 1111J1L17 I~ ll r ~ 4,• Die. Trench 2 Header Leachiria ChAWbor 32acifiaatiane Manufacturer And Model k LISA Rating a?~ sq ft per chamber Soil Application Rate_ gpolsq ft gpd Design Flow + Soil Application Rate t ref FISA = 'I" Chambers 2 rows of.__.~ /;I-/__ chambers each, POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pape of FILE INFORMATION - Owner SYSTEM SPECIFICATIONS Septic Tank Capacity Permit # / - J~5 gal ❑ NA Septic Tank Manufacturer\ ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer Number of Bedrooms - 1 ~tF•-•/~ 0 NA - - - - ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units L1 NA Pump Tank Capacity 8 I`J 1 ❑ NA Estimated flow (average) I - _08 b (3al;da pump Tank Manufacturer iu') SP- R NA Design flow (peski, (Estimated K 1.5` - - k> d O gal/day Pump Manufacturer ~ o ~l d El NA Soil Application Hate - - allda lft2 pump Model 13 NA Standard Influent/Effluent Quality Monthly average* - - Pretreatment Unit ❑ NA Fats, all & Grease (FOG) 530 mg,L I 9 ❑ Sand?lingual Filter ❑ Peat Filter i3 ochemiral Oxygen Demand (BOD,.) X220 mglL © NA 0 Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) <150 mg1L ❑ Disinfection Pretreated Effluent Quality n tither: Biochemical y Monthly average Dispersal Cell(s) C NA Biochemical Oxygen Demand (HOD,;) 530 mq;L ❑ in-Ground Igravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) I X30 mg?L ❑ NA ❑ At-Grade ❑ Mound Fecal Coliform igeometric meant :;10" cfu/100m1 Q Drip-Line ❑ Other. Maximum Effluent Particle Size Ya in diS. ❑ NA Other: Other- - ❑ NA ❑ NA Other: v ❑ NA *V.':e.s typicai fnr, lornestir. wastewater and septc tank Affluent. Other- ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: month(s) (Maximum 3 years) C3 NA year is) Pump out contents of tank(s) - - When combined sludge and scum equals one-third ('/z) of tank vulume DNA Inspect dispersal cell(s) At least once ever ❑ month(s) - T--_ y: 7$ year(s) (Maximum 3 years) ❑ NA Clean effluent filter - - ! At least once every: L1 month(si r ~ Year(s) ❑ NA Inspect pump, pump controls & alarm At !east once every: 0 month( ❑ year(s) o NA lush laterals and pressure test At least once every: ❑ month".0 other- - - _ ❑ year(s) ❑ NA At least once every: _ ❑ month(s) ❑ NA year(s)------ ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersa: 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 lark(s) to identify any missing or broker, hardware, identity antis cracks or leaks, -easure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. Tho dispersal ceNls) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the g-, oune surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the nnmadiate notisication of the local regulatory authority. Vghen the combined accumulation of sludge and scum in any tank equals one-third (',,j or more of -,he tank volume, the entire contents of the tank sh0 he removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113. Vvisconsin Administrative Code. All other borvices, inc'uding but hat limited to the servicing of effluent filters, mechanical or pressurizedl components, pretreatment units, and any servicing at intervals of __12 months, shall be performed by a certified POWTS Maintainer. A servico report shall be provided to the local regulatory authority within 10 days of completion of any service event. Nr qe sTART UP AND OPERATION or For new construction, prior to use of the POWTS oheek treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal collie). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior tQ use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump ranks may MI above normal highwater levels. When power is restored the excess wastewater will be dischargArl to the dispersal cell(s) in one large dose, nverioeding the eallfs) and may result in the backup or surface discharge of effluent. To avoid this situatior have the contents of the purno tank removed by a septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS MAintolner to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or pa+ vehicles over tanks and dispersal cells. Do riot 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 atrosim may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fats foundation drain (sump pump) water; fruit and vegetable noelings: gasoline; grease; herbicides: meat scraps; medications: oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT Wren the POV~,'TS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safety abandoned in compliance with chapter Comm 93,33, Wisconsin Administrative Code: " All piping to tanks and Difs 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 Servlcing operator ` After pumping, all ranks 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 POWTIS fails and cannot be repaired the following measures have been, or must be. taken. To provide a code compliant replacement system; ❑ A suitahle replacement area has beat evaluated ard may be utilized for the location of a roplar;ement soi! absorption system. The reolacerTtnnt Brea should hA protected frnm disturpance 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 resu't in the need for a new soil and 9it9 evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in affect at that time. ❑ h suitable replacement area is not available due to setback and/or scil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The sitcAaas no~en evaluated to identify a apitabfe replacement av POINTS V evaluation ;T~t" be performed to locate A suitable replacement area. area. no replacement area the e o holding r d tan( site may b9_i•r§talled`cls a last resort to replace the fallad PQWTS, U Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the inflitret'rve surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN L9THAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP 013 OTHER TREATMFNI TANK UNDER ANY CiPCUMSTANCI=S- DEATH MAY RESULT. REScuE of A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL. COMMENTS POWTS INSTALLER Ci (NTAfNER - -__Name Nam® Phone Phone SEPTAGE SERVICING OPERATOR (PUMPERI LOGA IiBQULATORY AUTHORITY Name hams ^ Phone Phone 15 3410 AgVF& rihls innurrPrit was cr.^.fterf in ;r~r ~rliarct- WIVI uhapler Cnfnrn 83.32(2tfbll1)i(J)&(f) anti 83 .S4i i 1. (21 & Ja). Wisconsin Aeministrat,ve Codo. ST. CROIX COLT TY SEPTIC TALK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address L% 6 ^J Property Address (Verification required from Planning & Zoning e artment for new construction.) City/State- ~-lF'~"s Parcel Identification Number LEGAL DESCRIPTION Property Location 4 , Sec. , T ( N R / ~l W, Town of t Subdivision Plat: J Cz z l ity 70:~,~St~t r Rf ~v-^c,i;~ Lot Certified Survey Nlap # , Volume , Page # Warranty Deed # (before 2007)Volume Page's Spec house❑ves[& I.ot lines identifiab'e `]yescl nu 1 PC- 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 systern. Owner maintenance responsibilities are specified in §SPS. 383.5211) 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 andior (2) after inspection and pumping (if necessary), the septic tank is less than 113 full 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 Arid Professional Services and the Department ofNatural Resources. State of Wisconsin. Certification stating that your septic system has been maintained to •a County Planning & Zoning Department within 30 days of the three year expiration dare Uwe certify that all statements on tl ' form are true to the best of my/our knov, ; L I.L. 1 , ; i , c I property described above, by vimte of a w 7 rarity deed recorded in Register of Deeds Office. Number of bedroom - IA' Ll AMU F APPLIC:ANT(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. 04/12) 99 - ` ` f ` -18Q QO' - -3~ S88'56'22"F- /f ,Z7~2-.52'\ ✓CJ. A ._j_ _ / ` - ~7, N8856'22"A 14 - 0' 130, 876 sq. ft. 210. 0 ti6~~ 3.00 acres 1 5~~ a 17,9 g4, ~ W° ra 5f. 53.2 m 1 16 17 c~ W L 134, 803 sq. ft. o° 131, 670 sq.1 n P< 150,1 sq, ft. b 3.09 acres o CI4 3.02 acre-- J 45 acres o tO T ~ ~ W 3 sq. ft. ; f acres c 1 9414.00' 35' o I N - 1103.25'- 277.45' 253.51' 12, c~' 184.16' Sauth line of the N 1/12 of theIVW1/4 South, 114 Corner Section 23-31-19 (found aluminum County Monument) 1226 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 1 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site an on County pl paper not less than 8'/: x 11 inches in size. Plan must St CfODC include, but not rimfled to: vertical and horizontal reference point (BM), direction and - percent slope, scale ordimemsions. north arrow, and location and distance to nearest road Parcel I D. / 3,1 Please print all information. V o-~ 3 _t Rev Dot 'ersonal ~rkpTtatcr you provde rraY he uraj foi seconca-rypyrposes (Pnvxy I arts 1S (W r~) fm;l. -3a Property Owner - Property Location Grand Properties, LP I :3ovt Lot NE 1A NW 114 S 23 T -3 1 N R 19 W Property Owner's Mailing Address Lot # Block # ~ Sutxl. Name or CSM# 712 Rivard Streeet, Suite 300 15 Gavin's Acres: First Addition City State Zip Code Phone Number City Village ✓ Town Nearest Road Somerset WI 54025`; 715-24775WO Somerset 210Th Ave. New Construction Use: ✓ Residential i 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 General comments and recommendations. Area is suitable for a conventional system with a 07 gpd/sgft rating. Possible system elevation for Area 1 is (high trnch) 95.3' (low trench) 93.8' Slope is 11 FT1 YF Boring # Boring - Pd Ground Surface elev. 98.79 ft. Depth to limiting factor 97+ - in. Sud ,Apps cation Rate horzen Depth Domirart Color Redox Description Texture Stricture Corsisterce Boundary Roots I GPD1711 I 'Eff#1 `Eff#2 1 0-6 1Oyr3/4 none Is 1csbk mvfr as 1f 7 1.6 2 6-27 7.5yr4/6 none i sl 2msbk mfr - _ , gw if .6 1.0 3 / 2748 10yr5l4 -none - Osg ml 9w .7 . 1.6 - 4 148-97 10yr5/6-- nonr sOsg ml /_7 1.6 Z-3 Fr 7"-48" 7'bands of 7.5yr4i6 loamy sand 1 msbk ~Dt t C~ Fil Illie, Boring # Boring Pit Ground Surface elev. 98.7-9 ft. Depth to limiting factor 98+ n. - ~o, Ap~hcalion Kite Horizor Cepth ! Dorrinant Color Reoox Jescr-ption Texture Structure Consistence Boundary Roots GPD/ft' `Eff#1 'Eff#2 1 0-8 1Oyr314 none Is 1msbk mvfr as 1f .7 1.6 2 8-24 7.5yr4/6 none sl 2msbk mfr gw if .6 1.0 3 X24-64) 7.5yr5/4 none t s Osg ml 9w 7 1.6 I- r ~ 464 - 98` 1Oyr5/6 none s Osg ml - .7 1.6 - - ~ Ica r - rom 24" - 64" 2" bands of 7.5yr4! loamy sand 1 msbk. r ` Tito Effluent #1 = BOD 30 < 220 mglL and TSS >30 < 150 mg/L ' Effluent #2 = BODS< 30 mgJL an TSS < 30 mg/L CST Name (Please Print) Signature.- 1 CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.. New Richmond, W 154017 420/04 715-247-2941 Property Owner Grand Properties, LP Parcel ID # - Page 2 of 3 Boring # Boring - - - ✓ Pit Ground Surface elev. 94.93 ft. Depth to limiting factor 96+ in. Soil Application Rate Honzen Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPD/Ph 'Eff#1 'Eff#2 1 0 8 10yr3/4 none Is 1csbk mvfr j ash 1f 7 1.6 2 B-20 7.5yr4/4 none Is 1csbk mvfr y gw I 1f 7 1.6 I I 3 20-52 7.5yr4/6 none - s Osg ml - 9w 7 16 4 52-96 I 10yr5/6 none s Osg - ml - .7 1.6 I From 20" - 52" 2" bands of 7.5yr416 loamy sand 1 rrrA*. ❑ Boring # Boring Pit Ground Surface elev. - ft. Depth to limiting factor in. Soil App. ca.ion Rate Horizon Depth Dom nalt Color Redox Description Texture Structure Consistence Boundary, Roots GPD4? _ 'Eff#1 'Eff#2 ~ I t I - i ❑ Boring # Bonng Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate I-or zcn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPON 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 rrny'L and TSS >30 < 150 mglL ' Effluent #2 = BOD <-30 mg/L and TSS <-30 mg/L -I-he Department ol'Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate forniat, please contact the (kpartment at 608-266-3151 or TTY 608-264-8777. Page 3 of 3 Conducted by: Conducted for: Schmitt Soil & Site Evaluations Name: Grand Properties, LP Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite 100 1595 72nd St. City, State, Zip: Somerset, Wl 54027 New Richmond, WI 54017 Phone: 715.247.29+1 r Subd. Name: Gavin's Acres, First Addition Lot No. lS` 6LC 1/4, /Vc 1/4, S 23, T 31 N, R 19 W J Township of. Somerset BM El. 100.00'_6? A/~t - - - Alternate BM El. / Slope = _LI_% Contour Line EL Qs°~Cy~"~ ~~c a i! Scale: I"= 40' Bah qy- 83 a~ This soil report was done to fulfill a "zoning requirement. It may or may not be in a oration that is suitable for your use. No permanent lot markers were in place when the test was conducted.