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HomeMy WebLinkAbout022-1064-20-100 jisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No 597470 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: DAVID THOMPSON TOWN OF KINNICKINNIC 022-1064-20-100 CST BM Elev: Insp. BM Elev: BM Description Section/Town/Range/Map No: ,'-i 4"'.-~^ 22.28.18.347A-10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic .t 1, 1, Benchmark ' area Dosing Alt. BM R? Aeration Bldg. Sewer Holding St/Ht Inlet, TANK SETBACK INFORMATION St/Ht outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic r ` Dt Bottom Dosing Header/Man. Aeration n . , t ~ - 1 Dist. Pipe ,t- %i a Holding Bot. System. PUMP/SIPHON INFORMATION Final Grade LJ Manufacturer Demand St Cover GPM f«!~ J0;l,r4; Model Number s ; p ° TDH Lift Friction Loss System Head rFH Ft Forcemain Length Dia. Dist. to Well a SOIL ABSORPTION SYSTEM BED/TRENCH Width Length I No. Of Trenches PIT-DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:., INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM + c.<~....-" LHeader/Manifold Distribution x Hole Size Ix Hole Spacingy Vent to Air Intake Pipe(s) I ,p Length Dia Length Dia Spacing ' y J SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of 1xx Seeded/Sodded xx Mulched Bed/Trench Center BedlTrench Edges Topsoil J Yes E, No J Yes EN . COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1219 RIVER DR 1.) Alt BM Description = 2.) Bldg sewer length - amount of cover = Plan revision Required? r . " Yes No Use other side for additional information. aLj Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) SIN- t - a County'- s~°~4« Safety and Buildings Division r <J ° 201 W. Washington Ave., P.O. Box 7162 Samrary Permit Number (to be filled in by Co.) reo , Madison Wl 53707-7162 .0 (3-7 70 ss. ermit A HYJ8H723PDQEE StateTransaetio ~r In accordance wide.5 Wis. Adm. Code, submission S .wwucuiar unit is required prior to otr g a sanitary permit Note: Application IOImS for state-0 wned POW : S are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Savies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15. 1 m , Stars. K }VI L Application Information - Please Print All Information Parcel #i i Property Owner's Name' j property Location q -7 • Property 's Mailing Ad ess - L ' r C7 1 Govt Lot fty > Stan, Zip Code zip) Number ~ , ece n } `j' c~ T 4-6N; R n7 m W,,... H. ype of Building (check all mar apply) _7 Lot # 1 Subdivision Name . or 2 Family Dwelling - Number of Bcdroos J, OK Blo j ( ❑ Public/Commercial - Describe Use C~ A ~ City of CSM Number ❑ V e of ❑ State Owned -Describe Use C own of Z c,J X3423 III. Type of Permit: (Check only one box on ine A. Complete line B if applicable) A ew System ❑ Replacement System ❑ Treatment/Holdiag Tank Replacement Only ❑ Other modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner a IV. of POWTS S stem/Con onentfDevice: Check all that apply) on-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in, of suitable soil Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Otber Dispersal Component (explain) ❑ Pretreatrnent Device (explain) V V. Dis ersaUTreat nt Area Information: u Flow (gpd) Design Soil ?~pplication der) Dispersal Area Required (s Dispersal Area Propose (sf) item Elev Yn C VL Tank Info Capacity in I Total a of Manufacturer o B Gallons Gallons Units m U V; New Tanks E=tng Tanks o Iv i-1 ~ w►L. U in ~ ~ I Septic or Holding Tank is J-*r7 Dosing Chamber VII. Responsibility Statement- 1, the undersigne ss we responsibility for installation of the POWTS shown on the attached plans. Pl 's Name Trin t s Signature w/MPKS Number Business Phones Number _f S e Plumber's fui ess (Street, Cur. Zip ) untv/De artment Use Only PemitFee Date ssu issuing. tSignatme proved 1-J D eason r Denial y~' ~ , 9 ~ ~ ~ DL Condtti4ns. ; g-ji#V approval -div iem.scell must all be 5f c,,•s 7 ?S. 3/ [51M~ Pe l %blSt7 glg ; ,3yemen! plan pic lde,.i by plumbe , 1, 2. 'l49 reelerys must.ue ma-nt, e per wk" W& J Attach to wmplate plans for the system and submit to the Co only on pa not less than 8 t2 z 11 i size 4;2- 4k SBD-6398 (R. 11/11) / s ~L 1 A o~ ~D ~ C2~ne System PLOT PLAN PROJECT David Thomason ADDRESS 1477 River Side Drive Aot 215 River Falls Wi 54022 SW 1/4 SW 1/45 22 /T 28 N/R 18 W TOWN Kinnickinic COUNTY ST. CROIX SYSTEM ELEVATION 95.8/95.0 5.5' below grade DATE 8/29/17 BEDROOM 3 CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 46 BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL -H.R.P. same as benchmark River Road Scale = 1/4" = 10 300' Property Line 99' 101' Vents B-210 8% Slope 11 r" 40' B-3 30' N 2-3' X 94' cells with >3' spacing Pro 3 Bedroom House 0 30 130' ST B-1 / Vent >6" Quick4 Standard 90. of Cover Leaching Chamber +"t with 20.0 ft2 of Area 5.6ft^2/pair of end caps All piping shall be ASTM SDR 30/34, within 4' Long 12" 10' of tank, piping shall be ASTM F891 34' Grade at System Elevation B.M.* 271' Property Line Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 8/29/17 r Owner:David Thompson Location: SW1/4 SW1/4 S22 T28 N,R28W Lot 3 River Road Kinnickinic Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Leaching Ch tuber Cross Section i 4-6. MaintanaWe' and Contingency Plan r Signatur Lice* number # 26900 System PLOT PLAN PROJECT David Thompson ADDRESS 1477 River Side Drive ADt 215 River Falls Wi 54022 SW 1/ 4 SW 1/4s 22 /T 28 N/R 18 W TOWN Kinnickinic COUNTY ST. CROIX SYSTEM ELEVATION 95.8/95.0 5.5' below grade DATE 8/29/17 BEDROOM 3 CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 46 BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100° Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark River Road Scale = 1/4" = 10' 300' Property Line 99' 101' B-210 8% Slope Vents 40' B-3 30' 2-3' X 94' cells with >3' spacing Pro 3 Bedroom House 0 ST 30 130' B-1 Lvent >6„ ick4 Standard 0' Cover aching Chamber of h 20.0 ft2 of Area A2/pair of end caps All piping shall be ASTM SDR 30/34, within 4' Lon10' of tank, piping shall be ASTM F891 Grade at System Elevation 34" B.M.* 271' Property Line 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 To be >1' above grade 5.6ft^2 pair of end plates Finish grade elevation Typical Installation 99.5' Vent Ael Grade Vent 3' 4„ 3' ,30/34 Septic Tank 5' Long 1 5' 5' Long 1 Grade at System Elevation 3 6 " Grade at System Elevation Spacing- 5' 2-3' X 94' Cells Same on other end Observation tube/Vent At end of cell A B 23 chambers per cell System elevations: A-95.8' B-95.0' POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity al ❑ NA Permit # J, Septic Tank Manufacturer ❑ NA )ESIGN PARAMETERS Effluent Filter Manufacturer ` ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model O NA i Number of Public Facility Units NA Pump Tank Capacity al NA j Estimated flow (average) >(.T' al/day Pump Tank Manufacturer IJ NA Design flow (peak), (Estimated x 1.5) al/da Pump Manufacturer NA i Soil Application Rate ' aVda /fe Pump Model NA i i Standard Influent/Effluent Quality Monthly average' Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (BOD5) 220 mg/L ❑ NA D Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) <150 mg/L ❑ Disinfection O Other. Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODs) 530 mg/L ieGround (gravity) ❑ In-Ground (pressurized) Total Suspended Solids JSS) 530 mg/L ❑ At-Grade ❑ Mound Fecal Coliform (geometric mean) 5104 cfu/100ml ❑ Drip-Line ❑ Other. iMaximum Effluent Particle Size Ya in dia. ❑ NA Other. ❑ NA !Other: 6,~NA Other: ❑ 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 every: 77.1 ❑ month(s) (Maximum 3 years) ❑ NA ear s (Pump out contents of tank(s) When combined sludge and scum equals one-third ('f3) of tank volume ❑ NA O month(s) linspect dispersal cell(s) At least once every: Z~ year(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: ❑ month(s) ❑ NA year(s) ❑ month(s) Q NA nspect pump, pump controls & alarm At least once every: ❑ year{s} [:lush laterals and pressure test At least once every: ❑ month(s) Cp NA ❑ year(s) Dther At least once every: ❑ year(s) 6ther: ' q 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 icembined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visualiy 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. When the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of j:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. Ill other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment Units, 13ind any servicing at intervals of 512 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. page of START UP AND OPERATION ent tank(s) for the presence of painting Products or other chemicals thAt ruction, prior to use of the POWTS check treatm nts are detected have the con may new tents of thO For impede constthe treatment process and/or damage the .dispersal cell(s). if high concentratio tank(s) removed by a septage servicing operator 00" o use. System start up shall not occur when soil conditions are frozen at the infittrative surface. over is restores excess wastewater will ble During power outages pump tanks may fill above normal highwater Levels. When P or surface discharge of effluent discharged to the dispersal ten (s) in one urge dose, overioadln9 the cells) and may piing backup per to restoring power to thle To avoid this situation have the contents of the pump tank removed by a Septege pump controls to restore normal levels effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating within the pump tank. the disturb or Compect, the area within Do not drive or park Vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise 15 feet down slope of any mound or at-grade soil absorption area. mnance and prolong the life of the POWT$' Reduction or elimination of the following from the wastewater stre am may improve the Perfo dislnfedants; fat; foundation drain f~; gapers; , . antibiotics, baby wipes; cigarette butts; -condoms; cotton swabs; degreasers, dental medications; ;painti ng prod (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; pesticides; sanitary napkins; tampons; and water softener bane. ABANDONMENT shall taken to insure that the system is propeTiY When the POWTS fails and/or is permanently taken out of service the following steps 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 shalt be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN code campli nt If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a replacement system: of a replacement soy absorption sYsteVn. A suitable replacement area has been evaluated and tray be utilized for the location nnot be infringed by re4uirled , The replacement area should be protected from disturbance and compaction and should meet area eel reupon sult in the ui4ed will setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replace must comply with the a ne in for a new soil and site evaluation to establish a suitable replacement area. Replacement systems nAe*[ effect at that time. ❑ 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 tD replace the failed POWTS. ❑ The site has not been evaluated to identity a suitable replacement area. Upon failure of the POWTS a sal and site evaluaion must be performed to locate a suitable replacement am. if no replacement area is available a holding tank may be installed) as a last resort to replace the failed POWTS. removal of the biomat at the infiltrative ❑ Mound and at-grade soil absorption systems may be reconstructed in place following 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 T RCU STANCES. DEATH MAY RESULT. RESCUE O~ A. ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANIFi UNDER O IMPOSSIBLE. R CI PERSON FROM THE INTERIOR OF A TANK MAY BE DI ADDITIONAL COMMENTS _ POWTS INSTALLER POWTS MAINTAINER Name / phone Phone SEt7iAGE SERVICING OPERATO UMPER LOCAL REGULATORY AUTHORITY Narrne ! - ` Eg:E! - Phone Administrative Code. This document was dratted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(1) and 383.54(1), (2) & (3), Wisconsin ~.7 f sue, i T D ~ i FRI 0 o y ~ ° a i P 1 I ~ i I I I I iHi1~(I ~ 1 1i;p: I;I 11 v ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 4t..0 Mailing Address} Property Address t 2-1 '1 Pi ✓e, L~,r- ~ A- . (Verificati(n required from Planwng & Zoning Department for new construction.) City/State Parcel IdentificadonNumber 0 ~ Z616 4 LEGAL DESCRIPTION Property Location`- 1/4 T ZZN R~ W, Town of C Lot# r Subdivision _ Certified Survey Map # Volume , Page # Warranty Deed # ~ - - , Volume Q 0 Page # Spec house yecno Lot ling identifiable f yes no SYSTEM ~NANCE AND OWNER CERTIFICATION Improper use and iamtenance 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 puurper. 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 §Comm. 83.52(1) and in Chapter 12 - St Croix County Sanitary Ordinance• The property owner agrees to submit to St Croix County Planning & Zoning Department a certification foam, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pamper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pimoping (if necessary), the septic tank is less than 1/3 full of sludge. Vwe, the undersigned have read the above requirements and agree to rnain.taim the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Deparftnent of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maktained must be completed and returned to the St Croix County Planning & Zoning Department within 30 days of the three year expiration date. Itwe certify that all statements on this form are true to the best of my/our knowledge. l/we am/are the owner(s) of the property described above, by virtue of a deed recorded in Register of Deeds Office. l~J w74 Numbe f b GNATURE OF APPLICANT(S) DATE ***Any information that is mis~represeed may result in the sanitary permit being revoked by the Planning & Zoning Department. 1whrde with this application a recorded warranty need from the Register of Deeds Ctffice and a copy of the certified survey map if reference is made in the warranty deed (REV. 08/" N o Q Z 4 w_ r J o~ a o 5 n ~RO IL T T-M T T_ F I I lf~ c L ^ 1 =-I IT 1L - ~ c O O ~ U o O N co X m o 21 f6 N 00 r © m F-- v = Mcu W U C ~ N C N C O - - - 6 O 2- 0 / U C / L / 0 O E n N r ^ + L ' M dc)~ R co 07 s OL w N LL \ X M ZT ~ \ \ 0? 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Xy d Ui W <°~~wpwo¢~w Qm >,17 > Uwa~~-~w~xo C O Z o Y Y Y Y Y Y a~~° U` W FS- CO Q r2" M h t0 1- 00 N N m Z Z Q wo"'cn~z~v~zL U LCD WD tD Q1 't O oo c o 0 Y O z 2 FS N W w o~w~Ow?w~o-0,QO mO Z (n° N N 'w m w S p p Z O w ~QOw Ua ~Z F o n N O W} O L't W W W W_ ~~U~vN-p°w~~LLO L O J (1) 9 .1 2 H O a J Z Z Z Q 2z w z m a z w= N CL _j 0 LU < a- ii: Q N - ~GI 00 O N !O o O_ 2 Z d a O m N x x r r r E U o 0 ~ Z W W U U -I naZ~~w°QC o f (a W X X ~C N LL O O 2 Z C~ O O O J O Z'm 14 F-- 5 Lu Z K 4 M M ° U) CD U m LL CD zp Q H Z Q O Z< C) M, < o O O F <p C K K co C,4 !C o 0 Q o z F- W Z Z z aJO=~oz°~Uw Ltd p ° r N N M M .41 L~ t w U Q O W F O U ~ m O ~ W ° z Q~ w ° E (D-> p 0 o o o W 2' 2~ n 0 0 0~ U O O m ~ m M W Q LL LL J LL w Q LL Q C7 O c m' i= RECEIVED c~~l9 7017` QJTB2WXV92MTC Wi. cousin Department of Page of Division of Safety and Wiry OIX CO~~ QMMUNITI( DEVEL g~ with Comm 85, Wis. Adm. Code ^ County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Panel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. -04-4 20 Please print all information. Revi ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 4 :7 Property Owner n Property Location Govt. Loth 1/4 l4 S 11 T . > N R E (o W Property Owners Mailing Address Lot # Block # Subd. Name or M# 1Y ) A -7 -7 A &1 `7 1~7 City VR State Zip Code Phone N ber ❑ City El Village ` Town Nearest Road fGRf New Construction Use residential / Number of bedrooms Code derived design flow rate 0 G~ GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material d;l-r ~-"41-, "e, Flood Plain elevation if applicable d'' = ft. General continents ! Ile - and recommendations: f ~ ✓ J' System Type/ System Elevation 3 4Z 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/ff in. pMunsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 U-1 IF r-7 7-1 11 ❑ Boring # Boring lLh pit Ground surface elev. / L - " ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 7-1 1If oil I 70 110- Effluent #1 = BOD. > 30 < 220 nxyL and TSS >30 < 1 F ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 nWL CST Name (Please Print) n2 ature CST Number Bird Plumbing, Inc. Shaun Bird - 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 5417 f' - 715-246-4516 Property Owner _ Parcel ID # Page of Boring # ❑ Boring ED ® pit Ground surface elev. ft. Depth to limiting factor 4 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 n ( 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 L I Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD5 > 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. SBD-8770 (R.6/00) Property Owner _ Parcel ID # Page of ❑ Boring Boring # . j 1---. Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ti 10 - 5 L( 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 GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mgA- ` Effluent #2 = BODS < 30 mg/_ 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. 580.8330 (8.6/00) Soil Test Plot Plan Project Name Zach Thompson Shaun 4,ird Address 1477 River Side Drive Apt. 215 River Falls Wi 54022 CSTM #226900 Lot 3 Subdivision Date , 6/20/17 SW 1/4 SW 1/4S 22 T 28 N/R18 W Township Kinnickinnic ❑ Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark River Road Scale is F = 40' unless otherwise noted 300' Property Line 99' 101' B-2 10' 8% Slope D~Ak 40' B-3 30' 4 130' B-1 90' B.M.* 271' Property Line s C CERTIFIED SURVEY MAP LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SECTION 22, T28N, R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN. W 1/4 Corner Section 22 OWNERS & SUBDIVIDERS i T28N, R18W David & Laura Thompson (Steel "Survey 1518 18th Avenue Mark" Nail) River Falls, WI 54022 ry Unplatted Land ao 0 N 88°51'58" E Point of North line of the River Drive N r 661.28' Beginning SW 114 of the SW 114 N N 88°51'58" E 502.00' (ZI ~i S $8036153" W 208.49' Existing field entrance/ I proposed driveway location -~i ° - S 88°36' 53" W c N 8$°1756" E 293.56' 208.49' p l ~t~ co N Z M 00 I o Centerline of Lot 3 0 14 4 existing driveway -jj I zo I °°o "Z e°n° 2.249 Acres c 97,967 S.F. I 00 I z Unplatted Land o " Including ® B-2 W o I I o Road R.O.W. (Doc. No. 1006283) o I 2.000 Acres 0B-3 M o 41 - - - - - - - - SW Corner 87,135 S.F. o° Section 22 Excluding T28N, R18W L_ - - - - - - - - - _ Road R.O.W. ® B-1 (1 114" o.d. Driveway Note 10 Iron Pipe) v~ s> The centerline-centerline distance , between the existing driveway & o a= existing geld entrance is 128'+/ N 270.71' Lot 1, q- S. M. Vol. 21,_ v. S 88°17'56" W Pie 52_14, Doc. No. 826250 z \ \ Unplatted Land \ Soil Boring Note o~ 1 The locations of the soil borings 0 00 O ~ - o A were obtained by using the Soil o \ Test Plot Plan by Shaun Bird. NNZ \ o 4- 4- C-4 " C ~ k~ i - N DANIEL P. KUGEL S-2684 L N v E \ PROFESSIONAL LAND SURVEYOR 00 ~ ~ OGDEN ENGINEERING COMPANY % M39: o v \ 1234 SOUTH WASSON LANE \ RIVER FALLS, WI 54022 SCALE IN FEET \ JOB #17-3378 \ DATE: JUNE 23, 2017 0 50 100 200 \ LEGEND County Section Corner Monument, found (type noted). C O • 1 1/4" (o.d.) iron pipe, found. y~°~ Jr 3/4" steel rebar, found. \\co~ n \ I yt DANIEL P. 1~f I 1 1/4" (o.d.) x 18" iron pipe \ I KUGEL O weighing 1.68 lbs./linear ~\Q G \ S-2684 foot, set. \ I? \ I RIVER FALLS, Soil borings performed by o `J~ \ I : < WI Off: ® B-1 Shaun Bird on June 20, 2017. (R-) Previously recorded information. \\c~o \ U THIS INSTRUMENT DRAFTED BY DANIEL P. KUGEL PAGE I OF 3