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HomeMy WebLinkAbout182-1021-60-300 Aisconsin Deparment :,f Commerce PRIVATE SEWAGE SYSTEM Cc-irty St. Croix Sa`ety and Suddu'g Divisicn INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) State Plan D 584732 Pe,soral information you provide ma, be .,sed for scr_ondary purposes IPrr.!acy Lao s 15:)4 (1)(m)] Permit Holcers F.ame~ City Village Tnwnship Price Tax No Chris & Autumn Kennedy VILLAGE OF STAR PRAIRIE 182-1021-60-300 CST Btd Elev: Insp ';3M Flea BM Descrip:icn Section Jo.vr+Rarge+Mao Nc 311706-21-01-00-00-003 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Bonchmark Dosing All BM Aeration Bldg Sewer Ho'ding Sb'Ht Inlet SUHt Outlet TANK SETBACK INFORMATION TANK TO P'L JOiELL BLDG. 'vent tr. Air Irtakr_ ROAD Of Inlet Septic Dt Bottom Dosing Iieacer;Man Aeration Dist. Pipe Holding Bot System Final Grade PUMPISIPHON INFORMATION h".anufacLtrer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. F:.n Aeu SOIL ABSORPTION SYSTEM BEDlTRENCH '."4d:h Lengt~ N:, C= Trenches rENSIONS ` o Of ? is Inside Dia. Ligwe Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDC3 WELL -AKE)STREAM LEACHING fdarnr'actrrer INFORMATION CHAMBER OR Type C` System T UNIT Model Number DISTRIBUTION SYSTEM Header,'Manlfold Cx Hole Size Hole Spacing '.'ent to Ai- Intake ets) I_ergth -"ja Length Oia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Cepth Over xx Depth of xx Seedec!Sodded xx Mulched Bed%7rench Center Bed, ITench Edges Topsoil Yes j No Yes I No COMMENTS: (Include code dlscrepenues peiscrs present, etc.) Inspection #1: Inspection #2: Location: No Address Availahle 1.) Alt BM Description = 2.;1 Bldg sevwe, length = - amount of cove, _ Plan revision Reyuned7 Yes No ~ J Use other side for additional informalior. 1 l Date Insepctor s Signature Cert No SBE-611-C (k 31571 RECEIVED commefee.wl.gt#i't? (i + Safety and Building, D' . r C-tity - 9b1 W. Washington Ave., P.O.3ox 7162 Sanitary Permit Number (:n he filled in by Co.) Madison, sin C WI 53707-7 162 Deprtrtrrwttt W Gomtmet+e~ r-ELOpMF 56 A1.73 7 mne~ Sanitary Permit Application Stain Transaction in accordance. with s. Comm. 93.2t(2)` Wis. Adm- Cnde, submission of this fnml fn the amrnpriate governmental untl is requimd prior fo nhottring 1 Sanitary permit. Note: Application forms for state-owned POWTS are project Address (if different than mailing addross) suhmiurd it, Site Inpnrtment of Commerce, Personal information you provide may be used for secondary coo -121l in accordance with the Privacy Law, s. 15.04(1)(m), Sta-S. 1. Applicu6on Information - Please Print All information 1'mperty [1147:^f'} Name Parcel t? Q~ -Ail Prnpetty t )timer':. Mailing Address - - - - Propcrry Location 311 70b -C j _ CC. CC ' - govt lA')t t'ity, Srate Zip Code. Phone, amber , Section (circle ort5j-~ 11. 'type of Bnildhtg (check all that apply) Lott; T N; R I~ ~ or 1 3 ~J Y~ Family Dwelling Number of ]icdrootcts Subdivision Name rs~ Rlnn c S % 3f 3C~ J PuhtictGnmmercial - Uescn to [ ise o 1c ❑ City of (I Smh l)w ne:} fkceribc Ilse f:SM Ktm7her Villa o Ill. Type of Permit- (Check only one x on line A. Complete line R if applicable) KNew System Ll Replacement System E Treatutent,'Holding'I ank Replacement Only ❑ Other Modification to Existing.Systtml (explain) List Previous Permit Number and Date Issued R. ❑ Permit Renewal ❑ Permit Revision r' Change of Pittmber ❑ Permit Transfer to New 9eforr. Expiration Own-.r It~. T e of POW'T5 Sjqern/C_omponent(Device: (Check all that nipply)- - - _ - 29-Nor Itt-(Iround ❑ Pressurized In-Ground -1 At-Grade I1 Mound : 24 in of swtnhle soil C Mound t 24 in. of suitable soil I-)Holdingi'nnk ~Other DispersalComponent(rxplnh:) PrmTeatment Device ("plain) A'. Dis rsal/Treatpte it Area Information: _ Deign Flew ( 111 Drvlga Soil .Applic:atton c(SPdA) sal Aran Required (sf) / Wspersai .Area hropo9 (51) System Flevatitm /$-C1 7 G~~ VO t~~c~ 1C(:L~ Vl. Tank Info I-opacity in Total # of Manufacture-, _ Gallons Gallons Units ~n}~`yI $ _ New Tonks - Extslieg Tanks 0~ 6k 5Z 5 u n s E5 : LL' Y P 1f it U U :n a Scrmc or HnltiinR Tank t)f.5111Q C'llatn17C7 `V Fl. Responsibility fitatemenl- 1, the nnderalgned, assume retpontlbillty for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature PRS Number Rosiness Phone Number w<< Itt~-rr1'! 5cCAIL <<h~~ '1 ~'Z-7CV-6 D 7,15- _3Fc. Phun!xr's Address (street. City, State, 7.i)>Cndn) E~' '7cf S. e~~i , J lcj-r 5'`X cal lv_ VI noun '/De~ertment Use Only Approved Disapp:ovecl PermitFee ;t .scuQed Issuing Signsmttr Twj--cr Gwen Reason for Den 1X. (:ortdili p 1?asotl!SS~ for D'sapproval 31 1 L 1. 5eptir: ank, erfltlent ftlte• vn~ 1r ~lA IM,Gc/l~ rCG~ (CJG r disper.:.,i cell must all be w-i%icps !rat-'eta eel; tis per Rianapment plan provided by plumber. 2. IitllO`~ic iaq~ittetaertls l+rmi tie rlaint7dried W Per qF•lfesbk GOd! / WdinanCes. Attach to coatpletr phim fur the syrtem and euhnth to the County only an paper not ten than R In r 11 lacbea In size ;13U-h;98(k 0169) Ste' fC ~-7`t=t ✓h N ~ N~Q ~ y C` / G.' S iJ7 c~% ~~5 r j~~L;'. . ' Gl IY' I I i Ilk ..c r `AA 2 L G i- 1 I / CONVENTIONAL COMPONENT DESIGN Residentlai Application INDEX AND TITLE PAGE Prr`er-t Name' - Owrier's Name.: Z'-h ► $ ~ 7`Gtryl.v u.d? ()•,NnPr's Address: . !9 s y-?-A_ ~ ~ G3~ ~U - I egal Hpsciipiion ;iihdivision Name: I of Number l1f3rCH1 I1 1 Nllmhel` Page 1 _-index and title Page 2 Plot Plan Page 3 Sy -ern Sizing & Cross-Sectior Page 4 f liter Specs T Page 5 Maintenance Information Page 6 Mana. ernpnt flail - Page 7 St. Croix Cty Septic; Tank IVainterancP Form Page 8 Warranty Deed Page 9 ^ cSM of Pldt Attachments: Soil Test & HousP flans f~PSi~nerJ1'I+lmtaer: iy,' i « n, 5 f~c~ ~~«~f~ I-icense Number: t)ate: - Phone Number 7~1' gt G - 3 1 't - Signatiwi nnsigreci oirsumni tc the in-cirnuro Soil Ahsarption Comooni-,•tt Manual for T,ow15 Version 2.0580 10705-F (NA1/C111 page 1 7:R I i I i i l t d o i `fin ~ , r c ~G,V`~ 5 p 34- ~ ' ~1 S `~G Soil Absorption System Cross Section ft 4" Schedule 40 Final Grade PVC Vent Pipe With Vent Cap! Leaching Chamber < r" ` ~:C,4• I System Elevation 3 ft ft Soil Absorption System Plan View ft Sr ft Vent Or Observation Pipe Leaching Trench '1~ Chambers 4" Dia. Trench 2 Header Leaching Chamber Specifications Manufacturer And Model EISA Rating 2,59 sq ft per chamber Soil Application Rate r ? gpd/sq ft gpd Design Flow _ `7 Soil Application Rate : 4b'z'3 EISA = 3 Chambers 2 rows of chambers each. Page of POWTS OWNER'S MANUAL & MANAGEMENT PLAN Naga of FILE INFORMATION SYSTEM SPECIFICATIONS Septic Tank Capacity 1d(TCJ gal ❑ NA f'efmlt # Septic Tank Manufacturer ; G S ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer D / ~o C ❑ NA Number of Bedrooms U NA Effluent Filter Mallet ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity al ❑ NA F"Imated flow (Average) gal/day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) Pump Manufacturer ❑ NA -gal/day Soil Application Rate Pump Model ❑ NA ---gal/day/ft' Standard Influent/Effluent Quality Monthly average" Pretreatment Unit ❑ NA rats, Oil & Grease IFOGI <.30 mg/1- ❑ Sand/Gravel Filter ❑ Peat Filter Rinchemical Oxygen Demand (BODh) 5220 mg/L ❑ NA Q Mechanical Aeration ❑ Wetland Total Suspended Solids ITSS) 7150 mg/L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA niochemiral Oxygen Demand (RODE) 530 mg/L IR In-Ground (gravity) CI in-Ground (preasurized) I Otal Suspended Solids (T .3) 530 mg/L ❑ NA. ❑ At-Grade ❑ Mound Feral Cutiform Igeometric meAn_) 5104 eful1OUml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size YR in dia. ❑ NA Other: _ ❑ NA otnPr: 171 NA other: ❑ NA "Vahies typical for domestic wastewater and septic tank effluent. Other ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every- ❑ month(s) IMafdmum 3 years) ❑ NA ~ year(s) Pump out contents of rank(s) V When comhined sludge and scum equals one-third (Y,) of tank volume ❑ NA Inspect dispersal celNs) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA ❑ yearfs) Clean effluent fiker At least once every: / Z ❑ month(s) ❑ NA Inspect pump, pump contrnis & alarm At least Once every: ❑ month(s) ❑ NA 0 yearls) FUish laterals and pressure test- _ At least once every: ❑ month(s) ❑ NA ❑ yearts)~ _ Al least once every: 0 month(s) ❑ NA other - - ❑ NA MAINTENANCE INSTRUCTIONS Inspections at 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, 111ea9Ur© tile volume of combined sludge and scum and to check ter 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 pcMing of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing candition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire rontents of the tank shall he remnved 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 rinits, 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 PCWTS check treatment tank(el 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 ate frozen at the infiltrative surface. During power outages pump tanks may f0 above normal highwater levels. When power is restored the excess wastewater will be d7scharged 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 situat;on have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent purnp or contoct 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 pa,k 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; degreasars; dental floss; diapers; disinfectants; tat, 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 andior is permanently taken out of service the following steps shall be taken to ins,re, that the sysra , properly and safely abandoned in compliam;e with chapter Comm 83.33, Wisconsin Administrative Coc!e: • All piping to tanks arid nits shall be disconnected and the abandoned pipe openings sealer(. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Scr: is t • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space f lied w Tr, soil, gravel or another inert soiid material. CONTINGENCY PLAN If the PO' TS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant re lace ent system: A suitable replacerent area has been evaluated And may be utilized for the location cf a replacement soil absorption ystem. The replacement wren should ha protected from disturbance and compaction and should not be infringed upon by r uired setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacerent 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 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 FOWTS. N~A0 The site'kyas not Mean evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site N evaluation rr be performed to locate a suitable replacement area. If no replacement area is available a holding tank may 159-iryt alle s a last resort to repiace the failed POWTS. C Mound and at-grade soil absorption systems may be reconstructed in place following removal of the hiomat at the infiltrative surface. Reconstructions cf such svstems roust comply with the rules in effect at that time. < < WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL QASSES AND!0R INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TRFATMENT 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 - Name i POWTS MAINTAINER =Namo0 Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name Phone [:~one 7 - 34?(o This Jocurnem wan dratted in ~;omvleance r;it'• chapter Ccrnm 83.22(2)(1511f)MM(f) an.. 83.540 1, f2) & (3), Wisconsir Administrative Coda. ST. CTROLX COUNTY S~PTiC ;A,j-K IkLkENUEINANCE AGREEMENT AND 0'I;;h'ERS= CERTIFICATION FORM ~~~^°".•~~lvE;r `f~!'-~~1'11,U ~ ~~i l` ~~~i')/k"C'"~ - lvLLH-as Address 5 l - ;'D_ ems' 1id&ass k- i J +^''ei ,Yvrificaaon re-Qui red from PlannUO & Zoning Department for new construction ) 1h3~!S,,aze Parcel Identification Numbe- ( 'pQ - 300 LEG-4L. Dl1SCRIPTION P o - -v ? acation./Jt~ !A j iV . Sec. _~.T3 R ,Town of ~jjy Pt A r S ubdi<'ision Plat: L 4 Lot Certified Su;-Fey 11JIap T 1 • ;volume Page r rVarraaty Deed-, (before 2007)Voltmte PP_Le Spec bowie ^ ves no Lot lines identifiable :1 yes n SYSTEM l~~tTE~TANCE ArNTD OWNER CERTMCATION Improper use and ,;,aiwtenance of your septc system could resnlt m its premanre failure to handle wastes. Proper amtezaance consists Of Pumping-- oar the septic tank every three years or sooner. if needed; by a licensed pumper. Wbat you put L,_c `ere s~•netn can affect the unction of the septic tank as a treatment stage in the waste disposal system. Owaer maintenance eSPOMSiDiiines are saecifed in §SPS.:8352(l) and in Chapter 12 - St Croix County Sanitary Ordinance. Ibe property owner agees to submit to St Croix County Planning & Zoning Department a ceri5cation forte signed by zhe owner and by a master plumber; jotuve}man plumber, restricted piumbe: or a licensed pumperverifying that (1) the on-site wastewater disposal system is in proper ope g condidon and/or (2) alter inspection and pumping (if necessary), the septic tank is css t ha Io3 ff-L: of slime. live, the undersigaad have read the above requirements and agree to rna;nLaire private sewage disposal system with the smnda: ds set forth, berein, as set by the Department of Safety And Professional Services and the Department ofNaJYUaI Resamces, State of Rrtscoa= Cm dficanon staling that your septic system has been maintained must be completed and returned to the St. Croix County Plaaniag & Zonins Department within 30 days of the three year exp&bon date. Ywe certify that aH starements on mis form are tnie to the best of my/our knowledge. 1,w amiare the owners) of the pr cpeM, described above; by virma of a warranty deed aed in Register of Deeds Once. Number of bedrooms, SIGNATL_ OF APPL _A_~7(S) DATIE rx=_-may information that is misrepresented may resui in the sanitary permit being re. oked by the Planning & Zoni3_ Derartmeat l; crude -,vi this application a recorded vrartan deed from the Re_.er of Deeds Office and a copy of the : ertified survey ma -eference is made in the um=ann. deed. KEE . WI2) or F1LED a ~t1~ 8 1999 6 ~1Tl~lFLNM.W~ yam{ E'10 E, r~ 23 e~S~ 01 o~ . 51.cloa~,'M ST. CROIX COUNTY CERTIFIED SURVEY MAP FART Or LOT 4 C-RTIFI^') SURVEY MAP VO''-UME 12. WAGE 33/9. IN THE FRACTIONAL NORTHWAST QUARTER OF THE NORTHWEST QUARTER SECTION 6 TOWNSHIP 31 NORTH. RANGE 17 WEST. VILLAGE OF STAR PRAIRIE ST. CROIX COUNTY. WISCONSIN UNPLATTED LANDS C/L COUNTY - I N~ AVE POLK \ ST. CRO I X ROAD N89°33.27-W 2/80.52' NI/4 COR. ' NORTII LINE NW I /4 SEC. 6 33.00' 7314. RI7W FO. SURVEY NAII 66.01' S89'33"27"E f - `R~ _,S80'J~T "27"E. 1248.66 \ ~ ~ ham` NW COR. SFC. 6 SOO'25"07"E T31N. R17W 33.00' FD. AI UtA. MON. p 0 0 CSI SCALE 1- - 200' 'L BEARINGS REFERENCED TO LOT 1 IMF NORTH LINE NWI/4 a SEC. 6• T3fN. R!7W, F- o CSM VOL 13, PG. 3530 (ASSUMED N89°33 27 W) r r o 0i,"Nrrnrrq rr.~i..r z ° SOUTH LINE LOT ] V \SCa s~ CSM VOL. 13. PG. 3530f~//~~J/~+L ' _S 89-33-27 574.71 _ L. LLIOT' 5 13C0 r s &Y' 3J-27- E 287.69 = SPO NeR,W e7 rr.r u r rr.."` M O s LOT 2 LOT 3 H m av 332.076 SF. 350.006 SF. t 7.62 AC. 8.04 AC. m o ,o o 'n d F- i O 7 U W G7 W W " N s cv „ z .J F ~ c 0 h h > ~J a J FOUND 1' IRON PIPE z ' SET 3/4' X 24" REROD. WT. 1.50 LBS/FT. u FOUND 3/4' X 24" REROD. WT. 1.50 LHS/FT. SEE SURVEYOR ON t-H1IS AREA ON CSW VOL. 2, PG. 3379 FENCE 17 320.12' / 320.00' 19 • X- X X- X X -X 2,3' 1489'54'32'W 640 , UNPLATTiED LANDS SHEET I Of 2 Vol. 13 Page 3685 Ryan Yarrington From: Brian Wert <bagencyCsbcglobal.net> Sent: Thursday, April 28; 2016 10:11 AM To: Ryan Yarrington Subject: Village of Star Prairie Hi Ryan, The address for the lot you're working on in the Village of Star Prairie will be 960 County Line Avenue. Let us know if you have any questions. Sincerely. Briati Wlcrt Irtspection lgcix hic. "261. Highway 12 Suitc 105 Hudson, W"I 54016 Phone: -15)356-5410 Pax: ( 15)386-5932 Vi-sit 11", ,it 1 RECEIVED c si -~d rS -osI IIRI d O1 SOIL EVALUATION REPORT 239' V'V sconsin de 81TNle t 1~ Page 1 of i Cnmmercc !$Tf4rRC].1X CQPNTY in accordance with 85 Wis. Adm, Codr A.C.E. Soil & Site Evaluations t1 VFL~PMENT county 9 e e's pPan on paper not less than 8% x;', incf-cs in size Pla include, b,4-not Lmited to vertical and horizontal reference point (Bv), d recto St. Croix parent s'r.oc, scale or dimensions, north arrow, and location and distance t< Parcel I.D. Please print all informatlon. 182-1021-60- 00 Reviewed 8 Date Froperty Uwner P,operty Location Chris & Autumn Kennedy Govt. Lot NE 114 il 14 T3 t 4 P 17 %N Property Owners Mailing Address. Lot # Block # Suod. Nor M# 1354 Pheasant Run 2 I CSM Vol 13. Pg. 3685 -y State Zip Code Phone Number City ✓ Village Towr Nearest Road New Richmond WI 54017 (715) 220-3583 Star Prairie Polk,'St. Croix Rd. ✓ New Constructior Use ✓ Residential i Number of bedrooms Code derived design flow rate ) if 1 GPD Replacement r Public or commercial -Describe: Parent material Glacial 01.1twash Flood plain elevation, if applicable na General comments and recommendations: Soils suitable for conventional dispersal cell at 0.7 gpd Recommended Infiltrative surface elevations to be "stepped" down hillside at 101 00' & 100 00'. ?e tip >C j I Borng # Boring ✓ Pit Ground Surface etev 103.48 ft Depth to limiting factor >88" n Soil Application Rat:: I forizon Depth Dom~ran! Redox f,escr ption Texture Structure Consistence Buundar Roots GPD;ft' 'r. Geer Qu Sz Cort. Colo Gr. Sz Sh i 'Eff#1 1 0-5 1 Oyr316 } none sl 2fgr mvfr i cs 2vf f 0.6 1 0 r 2 5-11 7.5yr4/4 none scl 1 msbk mfr cs 1 vf,f 0.2 0 3 3 11-28 7 5yr4/6 none Is Osg ml cw 1vf f 07 16 4 28-48 10yr4/6 none s Osg dl cw 0.7 1.6 5 48-88 10yr5/4 none s Os 9 d 1 07 1.6 r - I i I~ 11 t 11 i Boring # Boring 3b~} _ ✓ Pit Ground Surface clew 104.48 ft Depth to limiting factor >99" in I Suit Application Rat Horizon Depth Dominant Redox Descnption Texture Structure Consistence Sourdar Roots GPDIft` in. I Color ;lu sz. Cont. Colo Gr. Sz. Sh Eff#I EfF#' ' 1 0-9 i Oyr3i7 i none sl 2fgr mvfr ca 2vf f 0 0 1.C 2 9-17 I - ~ 7.5Yr4!6 none ~ sl :2;msbk mvfr cs vf,f 0.6 1 0 3 17-27 I 7 5yr4/6 none is Osg ml cw tvf,f 07 1.6 4 27-60 10yr4/6 none s Osg dl cw 0.7 16 5 60-99 1Oyr5i4 none s Osg dl r - 0.7 16 to ' Effluent #1 = BOD ? 30 < 220 mg: L d TSS >30 < 50 mg Effluent #2 = BODS<_30 rngiL and TSS < 30 mg. CST Name {Please Print) Signa re CST Number James K. Thompson 9682Y-6401/ Address A.C E Soil & Site Evaluations j Date Evaluation Conducted Telepnone Numbc 340 Paulson Lake pane, Osceola, W 54020 5!20i2015 ; 1 d-218 76_ 71moerty cxvier Chris & Aiturrln <enredy Parcel in # 182 1021-60-300 Page 2 of 731 Boring # Boring ✓ Pit Ground Surface elev 101.23 ft. Depth to limiting factor >86" in. Soil Application R,-At( Horizon Depth Dominant Redox Description Texturc Structure Corsistence' Rnxidar Roots G_PD~fr in. Cn r, Qu. Sz Coat Gold i Gr. Sz. Sh I i 'Eff#t =ft#2- 1 0-13 10yr3iC- none sl 2fgr mvfr cs 2vf,f 0 6 0 2 13-24 7.5yr416 none sl 2msbk mvfr cs 1 of f 06 10 3 124-36 7.5yr416 no,.e Is Osg ml cvr 1vf,f 0.7 1.6 4 36-63 10yr416 none s Osg dl Cw 07 16 5 63-86 10 r5l4 r Y none s Osg dl - - 0.7 1.6 - i - El Boring # Boring Pit Ground Surface elc,; ft- Depth to limiting factor in Soil Application Rat; Horizon Depth Dominant Redox Description Texture Structure Consistence! Boundar Roots GPD ft in. Color Qu Sz Cont Colo Gr Sz 3h 'Eff#1 'Eff#2 I- I - I _ J Horrng # Boring ~J Pi: Ground Surface elev `t Depth to limiting factor in ' Soil Application RatiI Horizon Depth Dominant Redox Description Texture Structure Consistence Bound., Roots GPDift- in Color ; u Sz C,nt. Colo G, Sz Sh '=ff#1 'Eff#2 I i j i I Effluent #1 - BCD 30 < 20 nig rd 155 3U < 150 rig ETuert # = B,CD, < 30 may and TS 3G fn:a 'I lie Dcl:artracut ,I Conuncr~c 1x.:111 Cquul ut)ixrrluurr% mrn iic pi w, der aril Cmpi~r~~r. iCtuu ride i ;»~i,t:rncc to uccraa scnidd> i noc~ material in an altematc fi,r nurL hlc;rc nl;rcl the dchsrtntrnt :rl (rrX_?! tia l I < r 1 i Y608-2h-I-u 777 i r ~ - Q/ JGC~r01X/~~• KC~ 'tf I .SC7I~QY/GiLCd.~G'.`7~i~ 1 ' '~"rxi5 ~•~✓~c✓ncci~Ke I ~ 1 ~ - _ ~ 7~T/! ~ /IEYv~li-:fly Sre.4 7.3~ ~1. ~la, C Tn. GCCess S£. 4. cJ! 6¢i.t~ 7.bz4G/CS .7$70 ~t z csnt Yo- 1.3, iJ. 368s if ss urYte~! e reJ• = /lXi, cYi,i 4L t bu:ldf~,~q S,"te - lit. duo' 1 3 I Alo i oG, riU ea- ~ ✓ / / 83 / / i