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HomeMy WebLinkAbout026-1111-95-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safely and Building Division INSPECTION REPORT Sanitary Permit No GENERAL INFORMATION (ATTACH TO PERMIT) Slate Plan ID No: SAN-2020-119 Personal information you provide may be used for secondary purposes (Privacy Law. s.15.04 (1)(m)) tW ^2-4 `f LDS Permit Holder's Name. City Village Township Parcel Tax No: Jennifer Leverty TOWN OF RICHMOND 026-1111-95-000 CST BM Elev. Insp. BM Elev: SM Description: Sectionf-rown/Range/Map No: r O o [o,� to r l-c r 04.30.18.635 TANK INFORMATION ELEVATION DAB Jf. $ I j q -15 I&Q AAS TYPE MANUFACTURER p F-r S CAPACITY Septic u-r lobo Dosing Aeration tr � � TANK SETBACK INFORMATION M MA AM MAnA WA MA MOVAIMINFAMMMAVAN MMMEyYW PUMP/SIPHON INFORMATION Manufacturer Demand PM Model tuber TDH Lit rictn Lo s Syst m He d TD Ft Forcema Lengt D D t o Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length DIMENSIONS 75, INFORMATION Type Of System: r 7' 57' 11 Zo DISTRIBUTION SYSTEM 4"k- Benchmark p, Alt. Q °15 lr Bldg. Sewer G yr Ilorzs SVHt Inlet y•o los."t SVHt Outlet L1.3 1 o5. b i Dist. Pipe rA MMM i.l Header!Manifoldr , r Length33 Dia4-7` Distribution Pipets) Length Dia Spacmg x Hole Size x Hole Spacing Vent to Air Intake SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Bed.7rench Center % � Depth Over Bedr-ranch Edges �/Zst xx Depth of Topsoil xx Seeded/So Iched -3 i— ./ Yes No Yes No COMMENTS: (Include code discrepancies, �peers�ons present, �e�tc.) ...e Inspection #1: I 1 _I — Inspection #2: Location: 1186 174TH AVE G` s 4—t" r � � y '�dU�() -o 1�D1O1 1.) Alt BM Description = 1 I((- �Vt'1r I /„r`` (sI �i � 15 ` .�y� 1 oo I I 2.) Bldg sewer length -34, - amount of cover = 7A172- Plan revision Required? Yes X No Use other side for additional information.- SSD-67101R.197) Date Insepctors Signature Can. No. - old SYsI-cam a ,�o� u lorc !!2,& r r�raFE5\\q(��i 5A4N -202,o - 0 C, k. - Safety and SuRdirgs Division Cnwty� ' off, ` MAY 18 2020 201 ArWastlington Ave.. P.Q. tax 7162 Saa�y Permit Number (m be filled in by Co.) County Madison, WI 53707-7162 - y goy_ SG Croix nt amtary Permit Application St=T Numbw In accordance with SPS 393112), Wis. Ada Coda submission of this foA to the appropriate governmental unit Prc9ectAadressCifiliftmadusamalingidless) a required prim to obtaining a sanitary Permit Note: Application farms for sbk-owned POWTS are sobmined to the Department of Safety and Professional Servies. Personal information you Provide may be used for secmtdary purposes in scooedance with tbe Privacy law, a. 15.04(lXml Stets y n IN I 'Iw ul�Y� L tication Information- Please Print All Information Property Owoc'sNamri / 1 Parceli � Property Owoees Hailing Address l-�y L ►q,, Property Location n/1. 3o . �1 I Govtw a/£ t/y5 Section. City, State Zip Code Phone Nlmba \ W F=`_ ,�girl T �� N; R �- V— W IL pe of Building (check all that apply) Lot# 2 Family Dwelliug-Number of Block ( Subdivision Name l,,ie J # ❑ Publir/Cammercial- Describe U nCAS City ❑ Stan Owned- Describe Use CSM of _ Number +. �, if appbnble) � / h r❑A �ViMllW T.-cQ^, of D7. Type of Permit: (Cbm on y one box on lie . mplete line B ❑ Or6a ModScetimto Eristiog System (uplain) A Q S system rack AeplacemeW Doty B- ❑ Permit Renewal ❑ Permit Revision ❑ Change of Pl ben ❑ Permit Transfer to New PermR � and Dan Issued Before Ex➢cahon Owner I 21 I t) _ Rwr E2-rltbW ON J71J WTS S stem/Co nent/Device: Check all that apply) Presnnixd hi-Gromrd ❑ InGrpmd ❑ At -Grade ❑ Momd _> 24 io. of sovabk soil <24 m. of sdmble soil ❑ Holding T er "pawl Component (egplaio) ❑ Pretreleraent Device (a¢lain) V. Dispersialtrreatmeut Arm Information_ O V_ Design Few Deign Solt Rate(gpW) Dispersal Atea Requnzd ( Dispersal Am Proposed Systmtem iJ �� p/ t/ r VL Teak Info Capacity in Gallons Toml Gallons # of Units Maoufamaer F �" /1• 1e71 � li-C7-ifk4 y g 0 NM Tani¢ among Tank T'(� S _ 2 w" y t b G SV&err Bolling Tank t000 1 {} Dosing Chambc VIL Bespoasibt7ity Statement- S the aodersigsed, W0, esponsiWity for m mall fi a of the POWrS shown on the attxbed Pleas. Plumbfr's Name (Print) Pl S' MP/MPRS Numl Busimes Fb=Number A` Pll-ber's Address (Strect, CUE Code y3 v - VDl Countyffiescurtment Use Onlv Approved roved Permit Fee Daft Issued Issuing t Sipqre S 5DO , oa .y r _ 7^ L10 ❑ Reason for Danis{ !y - - _L. DL Condltiana Pro vaVR r Disapproval t 1, l �' ?j DISP(/S0.i COMt�01�/T 7g C �J�s 7trta M OWNER: i. nd Septic tank, efRuent fihera�lm .ntaided 'SkellMMt/Iq Fbb).' dispersal cell m151:,�.�.- Plumber----d—((,�1 ��,ka. 4i be ALr4-O&Wd pv SPi 3t331 Plan Provtdbcldnaetainad-I as per management 2. All setbxk / SBD-6398 (R. 11/11) /t I e i rlquirentenis mU5 / iM1nCl5. eb to mmPbe P� iorda ayarem aed sabmb to the on ra YfT inches &4- Lets i- Z. gl' a b G D vJ cflc. 4�-. System PLOT PLAN PROJECT Jennifer Levertv ADDRESS 1186 174th Ave New Richmond Wi 54017 NE 1/4 SE 1/4S 4 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX SYSTEM ELEVATION 98.5/98.1/97.7 3' below grade 5/15/20 BEDROOM 3 DATE _ CONVENTIONAL XXX AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1 125 # of chambers 21 and 3- 5' ,`, BENCHMARK V.R.P. Top of lot stake ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL •H.R.P. same as benchmark Line Existing system is to be pumped and buried X Yell 8' 45' Existing 3 Bedroom House Contours are curved, system will follow contours, just very difficult to draw 174th Ave 1 Pool System is to be installed along the contours 4 >5' from property Line --jo. M SIN 95' Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 5/15/20 Owner:Jennifer Leverty Location: NE1/4 SE1/4 S 4 T30 N,R 18W 1186 174th Ave Richmond Manuals Used: In -ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. EZ- Flows Cross Section 4-6. Maintance and Contigency Plan 7.F Sig LicE System PLOT PLAN PROJECT Jennifer Levertv ADDRESS 1186 174th Ave New Richmond Wi 54017 NE 1/4 SE 1/4s 4 /T 30 N/R 18 W TOWN Richmond COUNTY ST.CROIX SYSTEM ELEVATION 98.5/98.1/97.7 3' below grade 5/15/20 BEDROOM 3 DATE CONVENTIONAL XXX AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1 125 # of chambers 21 and 3- 5' ,� BENCHMARK V.R.P. Top of lot stake ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL -H.R.P. same as benchmark Line Existing system is to be pumped and buried X Fell Q 8' S 45' _ Existing 3 Bedroom House Contours are curved, system will follow contours, just very difficult to draw 174th Ave 1030' Pool 4% Slop System is to be installed along the contours >5' from property Line —� 40' CAN 95' IM Cross Section of a Three Cell EZ Flow In -Ground! Dispersal Component Design Flow � 3V f Loading Rate = Required dispersal area _ I I )- sSq Ft Required dispersal area IJ �-� = 50 (EISA) _ + 2✓-> (num er of units) u Geotextile fabric to meet Comm 84.30(6)(g) Wis. Adm. Code Minimum of 1T of cover over top of cell Two observation/vent pipes to be provided per cell Cell #1 System Elevation: l pQ ':Ft Final Grade: 101.7 Ft Not to scale Cell #29 System Elevation:/ 8 6 Ft Final Grade: 01, `Ft Cell #3 System Elevation 7 Ft Final Gradet/�DO.'7Ft POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _of_ .,ILE INFORMATION _ Owner ) P. f, ra i�OAA4 Q 1 X0 Permit # DESIGN PARAMETERS Number of Bedrooms O NA Number of Public Facility Units R NA j Estimated flow (average) gal/day Design fknv (peak), (Estimated x 1.5) V.�\7gal/day Soil Application Rate 14 al/da /RZ Standard Influent/Effluent Quality Monthly average' Fats, Ofl & Grease (FOG) S30 mg/L Biochemical Oxygen Demand (BO1 s) 420 mg/L Total Suspended Solids (TSS) <150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODs) 530 mg/L Total Suspended Solids (TSS) G30 mg(L Fecal Cofffonn (geometric mean) 510' kdu/100ml !Maximum Effluent Particle Size is in dia. ❑ NA Other. 2ECNA 'Values typical for domestic wastswater and septic tank effluent MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity lerro 1 ❑ NA Septic Tank Manufacturer ❑ NA Effluent Filter Manufacturer �rr. ❑ NA Effluent Filter Model ❑ NA Pump Tank Capacity a1 to NA Pump Tank Manufacturer NA Pump Manufacturer NA Pump Model NA Pretreatment Unit ❑ Sand/Gravel Filter ❑ Mechanical Aeration ❑ Disinfection ❑ Peat Filter ❑ Weiland ❑ Other. It NA _ Dispersal Cell(s) n Ground (gravity) ❑ At -Grade ❑ Drip-Une ❑ NA ❑ In -Ground (pressurized) ❑ Mound ❑ Omer: Other. 0 NA Other. 0 NA Other DNA Service Event Service Frequency (Inspect condition of tank(s) At least once every: 3 m S(s) (Maximum 3 years) 0 NA ,Pump out contents of tank(s) When combined sludge and scum equals one-third (Y) of tank volume ❑ NA (inspect dispersal oell(s) At least once every: O month(s) (Maximum 3 years) ear(s) ❑ NA Clean effluent fitter At least once every: lr :Rya �)s) ❑ NA ! nspect pump, pump controls & alarm At least once every: 3 month(s) �-yaar(s) =lush laterals and pressure test At least once every: ❑ month(s) ar(s) NA] 7ther. At least once every: 0 month(s) ❑ NA r: ❑ rw. MAINTENANCE INSTRUCTIONS !Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer, Septage Servicing Operator. Tank inspections must linclude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or Peaks, measure the volume of oombined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shag 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 Iegulatory authority. lA ten the combined accumulation of sludge and scum in any tank equals one-third ('h) 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. INI 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 POVJTS Maintainer. I> service report shag be provided to the local regulatory authonty within 10 days of completion of any service event. Page _ of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the preset,ce 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 cells) in one large dose, overloading the ceil(s) and may result in the bacIl 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 cels. Do not drive or park over, or otherwise disturb or compact, the area within 15 fiaet dorm 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 POWT$ 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 produclts; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails andtor 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 a3.33, 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 falls and cannot he 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 systelm. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requited setbacks from existing and proposed structure, lot lines and wells. Failure to protact the replacement area will result In the m ed for a new soil and site evaluation to establish a suitable replacement ares. Replacement systems must comply with the nufet{ in effect at that lime. ❑ 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 repiacememt area. Upon faiiure of the POWTS a soil and site evaluation court be performed to locate a suitable replacement area. If no replacement area 'is available a folding tank may be installed as a last resort to replace the failed POWTS. Mound and all -grade sop absorption systems may be reconstructed in place following removal of the biomat at the mfittrafrve -sufface. 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 O� A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS — ��I 1 .��s • POWTS MMNTAINER Name Phone SEPTAGE SERVICING OPERATOR U PER LOCAL REGULATORY AUTHORITY Name ::::]Name I Phone J L -Phone %f-31TG /2?,/i This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 3a3.54(1), (2) & (3), Wismnsir AbNnstralive Code. 4 0 0 4 8 A B, :FE! 1.1921 (1MIN It OI:INTY AM< AlAtN'I I;1NANCI'. ti(;1tITMIXT A \itI �1 RNI IIP ( I R I"IhICA"111 N I-ORM , t •t.,:u r i 11,111, Planning &: Zoning Depal I rimil fur new ColMlIleum] ) C�rcclltieutificationiVnitber CiZ(o—Wj`-'(�-5--000 LEGAIL DESCRIPTION ION Pro'tderly' t )Canon "J �- V, . . (� tit,,;. vY'I-3n VR 16 W,'lown of wlohd ll��i'FtStCtn �i 1a?` 'b,-c. l.�- �.v�r 4a t , Lot#.3b --- y vie -- ---- CertifietiSutzer Nt p T- _ Vidulnr, Paged - Warranty Deed # Volume I —' Page #----- Spec: Some _ yes no - I,ol liuraideiltifiable es no SYSTE I NLAlNTFN-ANC,E AND ONNMR CFRTY11CATION Improper use and rrarntenance of your septic system could rMilt in its pr;anature failure to handle wastes. Proper rr+,rztma*,ce oomists or'punrping out the septic tank every three years or sooner, ii needed, by a liccased pumper. what you put into the system can aLe: t the nrta-.tion of the septic ianl. as a treatment stage in the wane deiposat systerrr ()weer nu[inienance respansrbrtrties are spec3ncd ui SL,ozessn 83.52{7) aad m Chapicr72 - 51. Cmix County Sanitary OrclirrmCc. The properry owner afire" to submit to st. Croix County Plouniue & Zonng Department a cettifroalion forur, signed by Ilse owner and by a nastzrphanber, 11 urge}mean plumber, restricted plumber or a fieensed pumper vertfyiug that (1) the on -site •sestewawr chozposal syv,= is rn psoin. oneramag condition andr'or (Z) after inspecuou and pumping (if necessary), the septic tank is iess than 1%3 full ofshedgc, If��:, tree untlers:P�Deti ir<� c t ^ad ette abore rcywr almus and agmc to tnknnun the yrivatu swage disposal system with the staari`ards set foul, herein, as set tw on, llepazm eat o; Cununercv and tltc Dupanin nt of \join,,] 1Zesources, Sbtte of Wisconsin. C:er ification statrag that your scptiu sys;era eas been imintamed must be cumplele(1 arul resumed to the St. Citiix Culmty Phill, g & 2agDepartucat wivnn aft Heys of the three year e:epirabon date: e 11we certify that all sirtcmn nts uf.. this form ate our to ncv best of uty7otn krnwledge. 1,wd nudaro the owuct(s) ofilte pmperfy described above, by virrue of a%wjuanty deed regarded in Register of Deei Is office. .Number of bedrooms J Sio'r(1RE OF APPLICANT(S) DATA "'Any inforrnatiun that rs rr9srgxrsentcd retry result in the s;ulitary pundit bring o-woked by the Phutnttrg:& Zoning Depainneut. Include with this application a r ` wartpnty titred horn Uw Reglstet 01 llet'dS x Ifioe and a Cully of the cerhfiwd survey nmp if reference is made in the war; auty = _ - (REV. 08105) .. wcaTe� In me Iv I/ L -.:it I/'+,, Sec.'+, 1. 3UN., K.I b W. FM .U.9pl9ttSG. lgDdS N89035'E 456. 00' CURVE LONG CHORD o A 66.56' 0 B 70. 71' p C 58. 10' ID D 60.00' E 35.6 2' r 'Tangent bearing S i 0 N '' Aa• 01 Qn hotted lands •• a pe•gy11, 09'w rOeOa •e°zr 175.23' is°oszz.os' 247.27'.' 532. 90' 00 East Mc�pcf9t zse•at East 7'80.17' St. _ 'O East '154a3 - ,- East 821,00' ,64.73. 910.00 , 60 00' _&0 97. 50' a0 °o. 94. 00' 94.00' 94.00' 4.00 90. OOye •t• a° s, o° °87.50' s. �• !V]�1II �. .: 0 vs ' �O . OO .O o O 11 O o O« 10 _° O `9 0 0 8 0 7 6 6 '. 5 0 4 , 3 0 I «o n L O z N 15 ° N •. ° 94.00' 94.00' 94. 00' 94.00' 90. o0°O 15.00' ° 90. 00'$• o° 87. 50 ° °zT o°00 West 646.00' ` - St 375. 26' Weet 1 d .i 87.50 o 34 _ — 0 Un_pl atted_l ands :' Si IIBe, St. ° West 40. — �e•a>,� . 1-2 a' eo 00 zoo soo 105.00 105.00 105.00±0. Fez az.ao o � �•t• SCALE 1". 100- E csT-ae►�- /ay ' W all Professional Service n (1 Page 1 of 3 ' D rJ d _I 0 EPORT 5 JUL 0 2o�a In accordance with SPS 385, Wis. Adm. Code County Attach complete sft (98jgger not I than 8 1!2 x 11 inches in size. Plan must include, St. Croix but no limited fek ���I ipadal ference point (BM), direction and percent slope, Parcel D. scale dKttgnslah n ocation and distance to nearest road. 026-1 1-95-000 Ref #2506 Please print all information. Revi by Date S �`� �1 Personal information u provide may be used for seconds u Priva Law, s. 15.04 1 m . Property Owner Property Location ❑ Jennifer Laverty & Alan Swearingen Govt. Lot NE % SE % S 04 T 30 N 18 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM0 1186 17O Ave. 36 Na Plat of ViebrocWs River Valley View City State Zip Code Phone Number ❑ City ❑Village ® Town Nearest Road ❑ New Construction Use: ® Residential! Numberof bedrooms 3 Code derived design flow rate 450 GPD ® Replacement ❑ Public or commercial - Describe: _ arent material Glacial outwash Flood Plan elevation if applicable na ft. General comments and recommendations: Site suftablrr Vround POWTS with 0.4 gpd/sq. ft. loading rate. 1 I Boring # Li Boring Spit Ground surface elev. 101.38 ft. Depth to limiting factor > 108„ in. Rnil ennnl ,.lion Reb I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz •Eff#1 •Eff#2 1 0-23 10yr4/3 none Is/sl fill Na dsh on 2fm 0.0 0.0 2 24-33 10yr3/3 none s[ 2msbk dsh ON 3im2c 0.6 1.0 3 33.46 10yr3/6 none all 1mbk dsh M lfmc 0.4 0.6 4 46-74 7.5yr3/4 none sicl 2msbk dh gw tfm 0.4 0.6 5 74-106 10yr5/4 none sil 1&2msbk dsh 1vf,f 0.4 0.6 0 ` ❑ 2]Boring # Boring „I i � ® Ph W 'ba. Ground surface elev. 99_60 ft. Depth to limiting factor > 1�17 in. Coil ennl lirnfinn RMa I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Corn. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftr ,ER#1 'Eff#2 1 0-26 10yr314 none Its fill -Be ds aw lfmc 0.0 0.0 2 26-39 10yr312 none sil 2fsbk mfr aw 2fmc 0.6 0.8 3 39-53 10yr316 none sici 2msbk mfi aw lvf,fm 0.4 0.6 4 53-74 10yr4/6 none am lmsbk mfi raa 1vf,f 0.4 0.6 5 74-91 10yr4/6 none sl imsbk mfi gw 11vf 0.4 0.7 6 91-105 7.5yr4/6 none s Osg dl gw tvF 0.7 1.6 7 105-117 10yr4/6 n e s Osg dl - - 0.7 1.6 CST Name (Please Print) Signal a CST Number James K. Thompson ems- 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola WI 54020-5413 June 15. 2018 715 248-7767 6613-8330 (Id04115) v .' 2 I Boring # ❑ Boring ® Pit Ground surface elev. 102.03 ft. Depth to limiting factor >123" in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/F? "Eff#1 "Eff#2 1 0-10 100/3 none of fill No NA cw 2vf,f 0.0 0.0 2 10-24 jpYR416 none s fill Osg di ci 1vf 0.0 0.0 3 441 10yr3/3 none sl 2fsbk mfr gw 2fm,1c 0.6 1.0 4 41-54 10yr5/4 none all 2msbk mfr gw 1fm 0.6 0.8 5 54-76 1oyr4/6 none sic[ 2msbk dsh gw ivff 0.4 0.6 6 76-91 7.5yr4/6 none Ifs 089 di aw - 0.5 1.0 7 91-123 10yr4/6 none s Osg di 11 Boring # Boring R Ground surface elev. Bf, Depth to limiting factor,b in. o"a e....r..ew..., oe.e ®®® r W®®®® ffflw==�WM1.01 FIRM Mavz�r iM E'��''li}S%7!lfh���l7©����' MI'`f�1�►1�:',�P����l�7 ❑ Boring # Ground surface elev. ft. Depth to limiting factor _ in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe A "Eif#1 'Eff#2 r ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 !- 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L N SOi/?✓s/aa{:eh/OiE EX,3t7 8r441e a'Ale ;eeC `2S0(e men n,�,-,Ca.✓•i'Lrf ,I/an �c.�PRrjn O Lot3G,✓,e[rocittQ;verAlls Seyi s e%y, 3cr- Ole T30x.1,P re w.,'n . /oc/ a oz4-rrrr-PS ano (X:ntozoacrez EX,:F& ,gg Shed • �cK ' i Qssllanca. C/'ex,-6'�/ A70)dl �gdCWq, ST Faa oPsn bo Wi d'C 11-4 die reuN�( /*4 j4vt. Assumed y d �rj