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HomeMy WebLinkAbout032-2053-95-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No (ATTACH TO PERMIT) 592285 GENERAL INFORMATION State Plan ID No: 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: MARK OSTERHUES TOWN OF SOMERSET 032-2053-95-100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 15.30.19.701 B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER- CAPACITY STATION BS HI FS ELEV. V:- Septic t T' i Benchmark ('e4, 1~ymo Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dot Septic Destn§' Header/Man. ^ Aeration Dist. Pipe Holding Bot. System ? n PUMP/SIPHON INFORMATION Final Grade _ Manufacturer Demand St Cover GPM ti Ik-sue , r c Model Number TDH Lift Friction Loss System Head T'DH Ft y Forcemain Length Dia. Dist. to Well r7j SOIL ABSORPTION SYSTEM BED/TRENCH Width Length 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 - t f r Type Of System. t UNIT Model Number: ~ DISTRIBUTION SYSTEM Header/Manifold ID istribution Tole Size x Hole Spacing Vent to Air Intake Length J1 Dia Length Dia Spacing ` SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodd xx Mujhed Bed/Trench Center Bed Trench Edges Topsoil s 'yYes E, No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 605 155TH AVE 1.) Alt BM Description = ~1 ( Lit (~E~2 IN3 2.) Bldg sewer length = - amount of cover Plan revision Required? ❑ Yes No . Use other side for additional information. ' 17J I SBD-6710 (R.3/97) Date Insepctor's gnature` Cert. No. C-Ji w -dcs 7 - g AIL W" v W1 County C 2<~0 p Safety and Buildings Division ~ PR 2 0 Z01 'j 201 V~. Washington Ave., P.O. Box 7162 Sanitary Permit Number to be filled in by Co.) 11 Madison Wl 53707-7162 q S` CROD(c zzcs 45 MENT Sanitary Permit A~ State Transactio ber In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appioprtatc rvr~ L L~ is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mg address the Department of Safety and Professional Servies. Personal information you provide may be used for secon ) purposes in accordance with the Privacy Laws 15 2 (I)(m) Stats. L Application Information - Please Print All Information A Q v Property Owner's Name n Parcel )1 47 Property Owner's Mailing Address Pem -J PLO Location ISM t~. yr~(y 1 City, tate Zip Code Phone Number Govt L~'/.,~(.-C✓ '/t, Section ~j le o II. Type of Building (check all that apply Lot # T~ N; R E kW 2 Family Dwelling-Number of Bedr ms Subdivision Name l T- Block# ❑ Pablic/Commercial - Describe Use OV- ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of own of e _ e t L-2 41',Oc III. Type of Permit: (Check only one b on line A. Complete line B if applicab ) A. _,k_ ew system ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) I i B• ❑ Permit Renewal ❑ Permit Revision D Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration ` Owner I 1• IV. ofPOWTSS a/Co w onent/Bevice: Check all that a Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ er Dispersal Component (explain) ❑ treatment Device (explain) V. Dis rsal/Tresitf- ent Area Information: Design Flow J (gpd) Design Soil Application dsf) Dispersrsal Arca Required (sf) Dispersal Area sed (sf) ation 10 Tank Info Capacity w Total # Ot anufactttrer Gallons Gallons Units 2 New Tanks Existing Tanta M IJ B = (i✓ ~ m o 2 ~ .o m m Septic Or Holding Tank r U n - C Dosing Cbamber I I VII. Itesponsibitity Statement- a undersigned, ass responsibility for installation of the POWTS shown on the attached plans. Plums Name (Print) e Plumb s azure M /MPRS Number Business Phone Number 17 1 /4- C Pumber's ddress treet, City, Sta , Zip (y/J r4; VIII. aty/De artment Use Ont Approved Disappro Permit Fee TDate sued Issuiug . Signature jte3son for Den: at `fgs 1 ZJ~ /7 IK Condilt~nst~ &yapproval \ n 1 diWe so cA rim all bLr~M ' ixft- M 3 J\ ~u. (@se1' as per ?►ar.al;envW. plat, proAded by pit inber. 'I 2. 'A* KftW* FKOWWWMUSU*1770rdgi~411 ar pw Mppiictnbht co& 1 Ct'adirtsnets:. L.. #awx, jl~ I Attach to eompiete pLias for the system and submit to the County 1y on paper not less tha 8 rrz z ] 1 inches in sin 7 • SBD-6398 (R. 11/11) System PLOT PLAN PROJECT Mark Osterhues ADDRESS 309 Sunrise Drive Someret WI 54025 NW 1/4 SW 1/4S 15 /T 30 N/R 19 W TOWN Somerset COUNTY ST. CROIX SYSTEM ELEVATION 100.0/99.0/98.0 4.5' below grade 4/19/17 BEDROOM 4 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 60 BENCHMARK V.R.P. Top of 1.5" pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 155th Ave Pro 4 Bedroom Scale = 1/4" = 10' House 10' 3-3' X 82' cells with S >3' spacing Vents B 3 10' ~ 61 35' 104' 3 5 102' 350' B-1 -5'- 100' 20 V 13% Slope - 25' B.M.*' t Vent e A4o Quick4 Standard Leaching Chamber with 20.0 ft2 of Area 5.6ft^2/pair of end caps Property Line 2" Grade at System E levation 34" All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 4/19/17 Owner:Mark Osterhues Location: NW1/4 SW1/4 S15 T30 N,R19W Lot 2 155th Ave Somerset Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Se on 4-6. Maintanance and, opngency Play 7.Filter Cross Sectio Signature License numb J226900 System PLOT PLAN PROJECT Mark Osterhues ADDRESS 309 Sunrise Drive Someret WI 54025 NW 1/ 4 SW 1/4S 15 /T 30 N/R 19 W TOWN Somerset COUNTY ST. CROIX SYSTEM ELEVATION 100.0/99.0/98.0 4.5' below grade 4/19/17 BEDROOM 4 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1212 # of chambers 60 BENCHMARK V.R.P. Top of 1.5" pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark 155th Ave Pro 4 Bedroom Scale = 1/4" = 10' House 10' 3-3' X 82' cells with S >3' spacing Vents 10 35' B-3 104' 102' L50' 11-9 100' 1 95' 0' 13% Slope B-2 B.M.* Vent >6" Quick4 Standard of Cover Leaching Chamber with 20.0 ft2 of Area 12" 5.6ft^2/pair of end caps Property Line 4' Long Grade at System Elevation 34" All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 104.5' Vent Grade Vent 4' 4" 4' ,A ~,~30/34 Septic Tank " 4' Long 111 52 4' Long 1 Grade at System Elevation 34" Grade at System Elevation 34" Spacing 5' 3-3' X 82' Cells Observation tube/Vent Same on other end To be located on end of Cells %A B System elevations: C A-1 00.0' B-99.0' C-98.0' 20 chambers per cell POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity al ❑ NA 4 k., Au jee Permit # Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units NA Pump Tank Capacity NA j Estimated flow (average) al al/day Pump Tank Manufacturer NA Design flow (peak), (Estimated x 1.5) G gal/day Pump Manufacturer NA Soil Application Rate aUda /ft2 Pump Model Standard Influent/Effluent Quality Monthly average* Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) X220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other. Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODs) 530 mg/L Ground (gravity) ❑ In-Ground (pressurized) Total Suspended Solids (TSS) X30 mg/L NA ❑ At-Grade [I Mound Fecal Coliform (geometric mean) 5104 cfu/100ml ❑ Drip-Line ❑ Other: Maximum Effluent Particle Size Sk in dia. El NA Other. Other. ❑ NA NA Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent Other. ❑ NA IAINTENANCE SCHEDULE Service Event Service Frequency linspect condition of tank(s) At least once every: ❑ -month(s) L> ears (Maximum 3 years) ❑ NA (Pump out contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume ❑ NA (Inspect dispersal oll(s) At least once every: month(s) 15-year(s) (Maximum 3 years) ❑ NA (.lean effluent filter At least once every: / onth(s) ❑ NA ear(s) nspect pump, pump controls & alarm At least once every: month} s) NA year( f=lush laterals and pressure test At least once every: ❑ month(s) ether. ❑ year(s) NA At least once every: p month(s) NA ~7ther: 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 inspectio 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 immbined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local Iegulatory 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 I:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. AJI other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, 13nd any servicing at intervals of <12 months, shall be performed by a certified POWTS Maintainer- la service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals thrlt may impede the treatment process and/or damage the .dispersal cell(s). If high concentrations are detected have the contents of thO 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 bo discharged to the dispersal cep(s) in one large dose, overloading the cell(s) and may result in the backup 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 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 fife of the POW antiblotics; 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 producils; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:. • All piping to tanks and pits shall be disconnected and the abandoned pipe opertings sealed. • The contents of all tanks and pits shall be removed and properly 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 fined with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fags and cannot be repaired the following measures have been, or must be taken, to provide a code compCiorrt replacement system: ~ bble replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requirled setbacks from existing and proposed structure, lot lines and welts. Failure to protect the replacement area will result in the noW for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruts in effect at that time. 17 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 replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installW as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infittra*e 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 ANDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER E Name Name Prone l EJ Phone SEPTAGE SERVICING OPERATO UMPER LOCAL REGULATORY AUTHORITY Name ^ i , NamE~j , Phone Phon~~ This document was drafted in compliance with chapter SPS 383.22(2)(b)(%d)&(f and 383.54(1), (2) & (3), Wisconsin Administrative Code. ~ l i =a may' i,..~~ I d O I R I P 1 111 i 7 v LL, NN ST. CROIX COUNTY SEPTIC TANK MAINTENANCE.ZkGREEMENT AND OWNERSHIP CERTIFICATION FORM f OwnerBuyer Mailing Address Property Addre~$ l?O ( (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number ~L } LEGAL DESCRIPTION C 3 Z Property LocatioxL V%4 T,~C~ N RW, Town of Subdivision , Lot # Certified Survey Map # Volume Page # ~ Warranty Deed # Volume , Page # I Spec house yes no, Lot line., identifiable yes n ' ? 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 ofpumpmg out the septic tank every three years or sooner, ifneeded, 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 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 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 and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1 /3 full of sludge. Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Departtnent within 30 days of the three year expiration date. Uwe certify that all statements on 's form are true to the best of my/our knowledge. Uwe am/am the owner(s) of the property described above, by virtue f a deed recorded in Register of Demis Office. 7Numbeb ooms & -7 / SIGMA OF PLICANT (S) ATE 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. 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G C3{X s i- UN T Y in accordance with Comm 85, Wis. Adm. Code r "X Pe L '.Vi_'LOPMENT County Attach G$Tfi0ete isite 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 Parcel I.D. Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G G A) Property .7r Property Location i Govt. Lot S T N R E (or w Property Owner's Mailing Address I nt Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village 04own' Nearest Road SSs/~1 t? 1 /T{~ ` ew Construction Us Residential /Number of bedrooms Code derived design flow rate ? c GPD ❑ Replacement ❑ Public commercial - Describe: Parent material 0(.L1 1- t/~ 1 Flood Plain elevation if applicable/ ZISA/ General comments and recommendations: System Type System Elevation -1e, o ELv~J Boring # Boring A)PS /OC' ?HEY / Og Gr a Pit Ground surface elev. A~~ft. Depth to limiting factor in. (,o~i/1Jts tQ 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 I 6 i-/ `L r In C w `J Boring # Boring Lei pit Ground surface elev. 1114,). e) ft. Depth to limiting factor zoin. 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 Effluent #1 = BOD. > 30 < 220 mglL and TSS >30 < 150 ' Effluent #2 = BOD, < 30 mKA and TSS < 30 mg/L CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 - J 715-246-4516 Property Owner Parcel ID # Page of ❑ Boring / Boring # F13] ® Pit Ground surface elevl,~2, ft. Depth to limiting factor /7i n. 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 I'M l s cn- -7 IOU it 4b - F-1 Boring # ❑ Boring ;Ikki ❑ 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 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 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' 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. SBD-8330 (8.6/00) Property Owner Parcel ID # Page of Boring # ❑ Boring 1131 ® pit Ground surface elev Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 3 ~oC- / S t1 I i ,t ❑ Boring # ❑ Boring h ❑ pit Ground surface elev. ft. Depth to limiting factor in. r - Soil A.ppli.,afion 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 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon 7epth 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/t- 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. Soil Test Plot Plan f Project Name Mark Osterhues Shaun B' Address 309 Sunrise Drive' Somerset Wi 54025 CSTk' #226900 Lot 2 Subdivision Date, ~6/ /15 NW W 1/4S 15 T 30 N/R19 W Township Somerset Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1.5" pipe System Elevation TBD *HRpSame as Benchmark 155th Ave Scale is F = 40' unless otherwise noted 35' B-3 104' 35' 102' 350' B-1 95' NOE 100' 20' 13% Slope B-2 IF, 25' B.M.* Property Line