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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453089 0 ' (ATTACH TO PERMIT) 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 X Township Parcel Tax No: Bierbrauer, Mike I Somerset Township CST BM Elev: Insp.BM Elev: BM Description: � � � e ng ction/Town /Rae /Map No. 10.30.19. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1 ,� / 5 17— / O Benchmark + 103 V v (7 Dosing Alt. BM S $aS Aeration Bldg. Sewer S7 Holding St/Ht Inlet , 6•4b TANK SETBACK INFORMATION : 244wA AIDo F� Wve' St/Ht Outlet ( 42P p . TANK TO P/L WELL BLDG. Vent to Air Intake ROAD DtInlet , o D , 33 Septic nbi- j Dt Bottom (O > 2S6 R eader/Man. Dosing } / TT . - L Zsb 1R6fi K 72 � '7 2� +r •7 R A �• 6 v Aeration V Dist. Pipe &m7o 7 • 2- / CsKlw Holding Bot. System 7. a� Final Grade PUMP /SIPHON INFORMATION 1 .j 5. 70 9. Z Manufacturer Demand St Cover ; 4 ek t 4 0 % G PM 5 r" An D s C e 1 444 Io y. Model Number *3, TDH Lift , Friction Loss System Head . TDH Ft o y S�' 1�• ?5' ' Forcemain Length� Dia. 2 �� Dist. W se 0 P M , t' •� /vo • O SOIL ABSORPTION SYSTEM l BED/TRENCH Width Length No. Of Trenches DIMENSI o. Of Pits de Dia. Li e DIMENSIONS / I . / ' c SETBACK SYSTEM TO P/L BLDG JWFI LAKE STREAM LEACHING rer: INFORMATION CHAMBER OR _ Type Of System: MOW1 d — UNIT Model > 20b DISTRIBUTION SYSTEM karlh Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake 1 1-ength � 3 ' Diar Pipe I i { • 4 Dia '' ! , Spacing ?! 1 S( `� 4 2.53 1 Allf . � SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only 20� Depth Over Depth Over ` / xx Depth of rSeeded /Sodded xx Mulched Bed /Trench Center Bed/Trench Edges X Topsoil / ` — s L No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection /! d R`�. spection #2: (a /�/D� 9. r; Location: 1657 County Road I Somerset, WI 54025 (SE 1/4 NW 1/4 10 T30N R1 9W) NA o 2 �.l (IF,.Me/ 10. 0. 1.) Alt BM Description = IJf _Z_ ` ,. ,^ _ O b� PI � 2.) Bldg sewer length = 33� 61CA, ��� (_,h, i ; n ms, - amount of cover = 7�'1 M� e 14 " 0 fw64U ' "r� -[�, -(o ham• '-' -- _ T T ? (� o ' l w a� S&pf-3 �- -- -- Plan revision Required? Yes No 1 - Use other side for additional - information. J G Date Insepcto s Signature Cert. No. SBD -6710 (R.3/97) VOL 18 PAGE 4724 KATHLEEN[ H. ALSK REGISTER OF DEEDS ST. CROIX CO. MI cn g ' -- Z 04C01%2004OR02:45PK p{ ' BEARINGS ARE REFERENCED TO THE CERTIFIED SURVEY MAP z o 8 EAST -WEST 1/4 LINE OF SECTION 10. REC FEE: 13.00 ?o ASSUMED TO BEAR N88.44.56 "E COPY FEE: `O A C 0 tl tl 0 0 0 0 0 0 0 rA C.T.H. 1 �[�]pf�Q44C� [�Q Gr]D�3 O�G�.]C�D D 04 m llo �� � t WEST LINE OF THE Q Variable SE1 /4 OF THE NW1 /4 Vari ble g CENTERLINE SOO °44'36 "W 1294.42' S 1' cn 646.79 CE NTERLINE Q Q 6 48.79 ' Q 6 a S01 °51'10"W, w C) Q1 -_ cQ . . . . . . . . . .. m o v, c u, m� O {I rn nom �N co D o � QJ S { < 00 o O D ➢ � co Nnm m I co r o q c v p1 0 OZ c D I Z nr- 8 I o o 1 z ���, pl A r CA) �♦7 NODJ(O to Cn O cn c11 'V (n N r fAl ppDN O o I �t1 rn � � � w m g D � n � n -•� ,� �I (� IOO w N mZm i IQo I�t O Z QwnN v m ` oa I as O(nx TI nr 'vD ' (!1 Z I� oor-�m m0 IQ v� - cm vo N°N a � ICI V o .4 O y �in Q o� (� I� N 4� =ZA� ovo� - - "z Gu�i IE0 NzzOnmcmxi ` 1--► C Q mT I� `a CmMnc� m =J m y x M vo O m g O Z C75 C A �'l�z i v Am W m °� rA°zvN n o Nt$ vZ 0 OM O fflflllllflNi N 648.77' 646.77' o NORTH -SOUTH 1/4 LINE NO 6 1295.54' M nMC�[ - u'f-DD — I�.r.]DD O nlwlG�.rJCD C31 OO 4( C G3- a O • N x r.� in y y b u) �c N g A vol�2 C �� n m 1 C) oz �m v �n J z �z m z� l m m g m� v zv z ��v �o m O Z° Z r�*iA nn O� z� _' car Z O m o �' s CON �_ °O �m z�5-L� o v m rn m�� N �111ti= :u o ♦ r� �1 n � mA z zz -+� rr N m 4v > mI �� i 0 OpN m �W ,K _,A m o�, n mZ wE I $ E� N o �yo0 o no m� O Q Nn z O Zr1 LA � � < N n>>c wr., 2 -4z m v n o TS o z SHEET 1 OF 2 SHEETS ' a m Vol 18 Page 4724 Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 i sconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266-3151 / 7 S3 OF' State Plan I.D. Number I - 'M 7- R' A1 Sanitary Permit Application In accord with Comm 83.21, Wis. Adm. Code, per= =; , W OW& 72 Z m be - used for secondary purposes Pr Proj&t Address (if different than mailing address) I. Application Information - Please Print All Informati4n A� Y' 7 eZ& -T 007 Property Owner's Na me i Parcel # 438114 Block # Z tl& © ( 3 Property Owner's M ailing Address Prop - City, State Zip Code Phone Number 5;�=- 1A,,dy".SeLtion /,1,9 gV4 1715 0 (circle_ 70 T .70 N; X��E 11. Type of Bididing (check all that apply) 4/ - me CS _gM 0? or 2 Family Dwelling - Number of Bedrooms tcllx4 Subdivision Name _ ❑ Public/Commercial - Describe Use J&AAIE 7S [I State Owned - Describe Use &�nLm, ou ezw ,i-/oo L - d hl � I ❑city 5376'wnship of 7 / - / 'Y -5 77� 0 70 1 7 -111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A, New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. El Permit Renewal El Permit Revision El change of 11 Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: (Check all that apply) ❑ Non -Pressurized In -Ground ❑ Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ❑ At-Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In-Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel-less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Miz A— > I sw Design Flow (gpd) Design Soil Applicatio Rate( dsf) is rsal Air7 Required (sf) I Dispersal Area Proposed (sf) S stem Elevatio 7 DD F, 70 A , V ( 7/6 ff,,p 2- Y-A2 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks ZAE460z- 110 Septic or-Wokihvg-7 Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assume respolaility for installation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si guature IMMMPRS Number Business Phone Number I Af C/xe 1 .Zi // 71 -5 — i/ex f 0 Plumber's Addre ss (Street, Cit , State, Zip Cod e) OS V02 P Arckr,& Xa? Fgdv&,ft,- 4 er- f 44:11— kr —ZIN-1717 VIII /County /De partment Use Onli V I ID ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued A-I�suing 1�ent Si e stamps) Surcharge Feel 4 El Owner Given Reason for Denial IX. Conditions of Approval/Reasons for DisapprovaD)6y-//,�,/�� 3YSTEM OWNE R_ e ffluent f -f- a e iilter ar / maintain e d dispersal c a- , 11 must all be serviced L as per management plan provided by plumber. 2, All setback requirements must be maintained as per pplicable code/ordinances 741 Od XhUA 3 —/ — Yllt� "—& - - Attach complete plans (t the County only) for the system on pa lea than 81/2 x 11 inches in size Page 8 of 8 Site Plan For: Mike Bierbrauer N1 /2- SE1 /4 -NW1 /4 Sec. 10 T30N -R19W Sommerset Tnsp. - St. Croix County o zs ao G-AW Bow NA) 1 inch 60 ft. I 609' P2 I I 1 Proposed Wmb Concrete 10 1260 gallon Septic Tank w/Zabel A -100 Filter N B ed 6k100' Mound Cell I 13 with 7.52' System Elevation Pro 4 "Asim 3034 I 467' Proposed edroom 600 gpd/ Proposed W I Concrete D - #2 Co. 1 800 Gal. Ptmw Qhamber Proposed Sch. Q 2 "Force 8.0° 90.00' I 92.00' 94.00' 98.00 96.10' #1 BM = Top of 2 PVC Pipe HRP =Same ASSUMED ELEV. = 100 Note: All P2 > 100' Materials used in this installation to conform to Conan 84.10 ABM #2 = Top of 2 "PVC Pipe. Elev. = 94.52' Maintain well and waterline setbacks per Comm 83.43(8)(1) adluty anu oulluu iya 10541N RANCH ROAD Al HAYWARD WI 54843 TDD #: (608) 264 -8777 �sconsin www•co .wis c ons vrww.wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary March 02, 2004 CUST ID No.224059 ATTN.• POWTS Inspector ZONING OFFICE KEITH E STONER ST CROIX COUNTY SPIA 23220 WOOD CREEK RD 1101 CARMICHAEL RD SIREN WI 54872 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/02/2006 ';. Identification Numbers Transaction ID No. 973722 SITE• Site ID No. 671088 Mike Brierbrauer Please refer to both identification numbers,': CTY Rd I above, in all correspondence with the agency; Town of Somerset St Croix County SETA, NWIA, S10, T30N, R19W FOR: P Description: New mound, 4 bedroom residence Object Type: POWTS Component Manual Regulated Object ID No.: 944070 CO 1ZCv.d 11 Maintenance required; 600 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101) `t► OEPAR ?MEh 0 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codesawsi N-g SAF and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in _ -- chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. SEE CORRE No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. Key Item(s) • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursu to outle filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent i tI er is required he access opemn used to service the filter shall terminate at or above finished grade with a watertig t cover. • Per scale, the slope appears to vary from 8 % to 13 % as indicated in the plan submittal. This will need to be verified in the field prior to installation of the mound. The bottom of the distribution cell shall be level per the Mound Component Manual. T "D" dimension shall e a min unum o e maximum finished slope of the mound surface shall be equal to or less than 3:1 per the Mound Component Manual. KEITH E STONER Page 2 3/2/04 _ Reminder ' • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and exceptions to the setbacks. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, ope tion or maintenance of the POWTS. Sin Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Patricia L Shandorf POWTS Plan Reviewer, In egrated Services WiSMART code: 2633; . (715) 634 -7810, Fax: (715) 634-5150, M -f 7:45 am - 4:30 pm pshandorf@connnerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 I t MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Mike Bierbrauer Mound Owner's Name: Mike Bierbrauer Owner's Address: 589 County Rd. UU Hudson WI 54016 715- 386 -1270 Legal Description: SE1 /4 -NW1 /4 -Sec. 10 T30N -R19W Township: Somerset County: St. Croix Subdivision Name: NA .4 S Lot Number: NA Block Number: NA Wally Parcel I.D. Number: 032 - 2038 -70 -000 F CQ CE Plan Transaction No.: Y 61 oiNOS Page 1 Index and title SPON0E CE Page 2 Data entry Page 3 Mound drawings 1 u-7 a Page 4 Lateral and dose tank / Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plot Plan NS�N signer: Keith E. Stoner License Number: Designer# 1575 -007 ��;;.•.•...,,.. 02/18/04 Phone Number: (715) 653 -2324 * s �� • G io%A • Aignajire: Designed Pursuant to the Aound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and DE Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 600.00 Design Flow (gpd) 13.50 Site Slope ( %) 96.10 Contour Line Elevation (ft) 19.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/ft) Distribution Cell Information 100.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1. or 2) Are the laterals the highest oint in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 2.00 Forcemain Diameter (in) 25.00 Forcemain Length (ft) Does the forcemain drain back? L � 87.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 4.08 Forcemain Drainback (gal) 10.02 Vertical Lift (ft) 90.53 5x Void Volume (gal) 0.95 Friction Loss (ft) 94.61 Minimum Dose Volume (gal) 42. �S 15.51 Total Dynamic Head (ft) 43.08 System Demand (gpm) X Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 x 2.00 x 1.50 x x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1260.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Weeks Concrete I Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 805.121 Dose Tank Capacity (gal) JZabel Filter Manufacturer 21.761 Dose Tank Volume (gal /in) IA100 Filter Model Number Weeks Concrete Manufacturer Project: Mike Bierbrauer Mound Page 2 of 8 Mound Plan View T 1 /10 B • ' Observation Pipe .3 • J K . T � -+ A „„ : ..................... " B . L Mound Component Dimensions A 6.00 ft E 26.72 in H 1.00 ft K Aft ft B 100.00 ft F 9.50 in I 17.74 ft L ft D 17.00 in G 0.50 ft J 5.78 ft W 600.00 (ft Dispersal Cell Area 2373.95 (ft Basal Area Available 6.00 (gpd /ft) Linear Loading Rate/ 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.31 (ft) G ♦ H t f {f { {r {r {{ 2 r { {r { {rf 1 F ...... 98.02 ( I Dispersal Cell (ft) Lateral ,-97.52 (ft) —1110- Invert Dispersal Cell : = : 1 .. = = = Elevation : E :: D : = : . 3 Q•.•.•.- .•.•. -. a„ x r 1•, x a a A s � A ,"' s' ,� " 1 x x x x x x x x x x e , A A A A A x A x A x A M A �A �k ,A, 9 6 1_ 0 (ft) (ont�ur levy n 13.5% Site Slope Geotextile Fabric Cover Shading Key a Dispersal Cell See lateral details on 0 Topsoil Cap c Q- 1.5 ft Page 4 for number, size, Subsoil Cap w g and spacing of laterals. © ASTM C33 Sand i° : F Laterals are equally °'' "`�' °°a` Tilled Layer y 0.5 ft Typical Lateral spaced from the 05remd Aggregate o p r re 5 ° distribution cell's centerline in the �- A - -� distribution cell (AxB). Project: Mike Bierbrauer Mound Page 3 of 8 I Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical � P 5 qP •= Turn -up I v a valve or I� X �I¢x12 I x12 +I Laterals & force main of PVC Sch 40 cleanoutplug per COMM Table 84.30 -5 Hales drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 49.34 ft Orifices per Lateral 20 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft 2 /orifice Lateral Flow Rate 10.77 gpm Manifold Length 3.00 ft System Flow Rate 43.08 gpm Manifold Diameter 1.50 in Total Dynamic Head 15.51 ft Forcemain Velocity 4.40 ft/sec Dose Tank Information Locking cover with waming label and locking device and sealed watertight 1 Electrical as per NEC 300 and � Comm 6.28 WAC 4 in. min. Disconnect _ Tank component is properly vented F— Altemate outlet location Forcemain diameter Weeks Concrete Manufacturer 2 in. Capacity 805.12 Gallons Volume 21.76 gal /inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 18.65 405.87 C B 2.00 43.52 Pi p off e levation (ft) C 4.35 94.61 88.00 D 12.00 261.12 D Total 37.001 805.12 Dose tank elevation (ft) 3" Bedding un er tank. I 87.00 Alarm Manuafacturer IS. J. Ele Alarm Model Number 101 -01H �— Pump Manufacturer JGoulds Pump Model Number 1#3871 EP05 Pump Must Deliver I 43.08 gpm at 15.51 ft TDH Project: Mike Bierbrauer Mound Page 4 of 8 • Mound System Maintenance and Operation Specifications Service Provider's Name Tri- County Sanitation Phone (715) 386 -0114 POWTS Regulator's Name St. Croix County Zoning Office Phone 715 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1260 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewaterl Domestic Maximum Fecal Coliforml >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished •....••.......• ............... Grade 6 -8" Diameter Lawn . ; Threaded Cleanout Sprinkler Valve Box . . . . : :.: Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Mike Bierbrauer Mound Page 5 of 8 Page 7 of 8 [qGOULDS PUMPS Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower grade turbine oil for tic enclosed design for heavy duty ball bearing Specifically designed for the lubrication and efficient improved performance. construction. following uses: heat transfer. ■ Casing and Base: Rugged • Effluent systems thermoplastic design provides AGENCY LISTING • Homes Available for automatic and superior strength and corrosion • Farms manual operation. Auto- Canadian standards Assodabw • Heavy duty sump matic models include resistance. • Water transfer Mechanical Float Switch ■Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "C" or 7".) factory strength, and durability. SPECIFICATIONS ■ Motor Cover. Thermoplastic Goulkis Pup is W 90M RKWered I n cover with integral hand a • Solids handling capability: FEATURES float switch attachment points. 3 14" maximum. ■ EPO4 Impeller: Thermoplas- 0 Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1'12" NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 104°F (40`C) continuous 140OF (60cC) intermittent. M ETERS FEET • Fasteners: 300 series 1 ° stainless steel. a 30 s GPM • Capable of running dry without damage to $ 2.5 rr components. 25 ° a 7 Motor: _ • EPO4 Single phase: 0.4 HP, v_ e 20 115 or 230 V, 60 Hz, 1550 1 s RPM, built in overload with o 15 �w automatic reset, a a 1 EPOS • EP05 Single phase: 0.5 HP, o 115 V or 230V, 60 Hz, 1550 3 10 RPM, built in overload with E automatic reset. 2 • Power cord: 10 foot s standard length, 16/3 1 SJTOW with three prong grounding plug. Optional 20 ° 0 0 10 20 30 40 50 GPM foot length, 1613 SJTW with three prong grounding plug o 2 a 6 a 10 12 m3ln (standard on EP05). CAPACITY Goulds Pumps ® 2001 Goulds Pumps ITT Industries Effective May, 2001 B3871 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet fitter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the fitter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Mike Bierbrauer Mound Page 6 of 8 Page 8 of 8 Site Plan For: Mike Bierbrauer N1 /2- SE1 /4 -NW1 /4 Sec. 10 T30N -R19W Sommerset Tnsp. - St. Croix County 0 25 50 Graphic Scale (Feet) 1 inch a 50 tt 609' P/L Proposed Weeks Concrete 320' 1260 gallon Septic Tank w/Zabel A -100 Filter B \ ed 6x100' Mound Cell I 13.5 with 7.52' System Elevation Propos 4 "Astn13034 467' Proposed Bedroom \ I 600 gpd/ Proposed Weeks Concrete - 4#2 Co. 1 800 Gal. Pump Chamber Proposed Sch. 44 2 "Force Main 8.0°0 \ 90.00' 92.00' 94.00' 98.00' 9610' #1 A BM = Top of 2" PVC Pipe * HRP =Same ASSUMED ELEV. = 100 Note: All P2 > 100' Materials used in this installation to conform to Comm 84.10 A BM #2 = Top of 2"P VC Pipe. Elev. = 94.52' Maintain well and waterline setbacks per Comm 83.43(8)(i) Apr 05 04 10:57a Shawn Carlson 715 - 549 -5965 p.l Apr 04 04 11:07a FOGERTY PLUMBING 17156355286 p.2 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT ' - AND OWNERSHIP CERTIFICATION FORM Owners Mailing Address xS c 11 Gtk Property Address / P S 7 e7 2 / (Verification required from Planing Dip t for new construction) 1 Cily/State Pared Identifmation Number 70 LEGAL DFSCRIPTIO)j -� ,�e S� -cN�� °? -gip alrl� Pmperty Location S� s /,, Va) y., s / a T 6 ICI- R.Lf -- W, Town of Subdivision ,Lot # Y L Certified Survey Map # - 758`1 3 vo lume . Page # Warranty Deed # _ - 7-5 , 2 �7 I Volume Page # Spec house 0 yes loo Lot lines idez tifiable P`yes D no MIEN[ MAINTENANCE r � 7 °d efyttnrsepticsystumcoaldiesQltiatitspzctmarnr: far] me wastex,Ptoperaonnrenmce consists of pompag out she septic tank every three Yews pz sonar, if needed by a licensed pumper V1bat yon put into the system can affect the fwxaoa of The septic fonts as a tzectment stage in the waste &Vsl system. The p mpcny owner agrees to snbmt to St_ C mior ter lamber. ' Zoning Department a � � form, sigwsal by the owner and by a mas rs w p �Y�Plum� restuctedplmmberor a )ieesaedpnaupervenfymg that(1) tie an -sift wastewaterdispowl system tub ikon and pang (i the septic task is less titan 113 full of sludge. I/wc, the nndersignod have =ad the above rrgninao=ats sad aganee to maieism fire wm tie =Wage disposal system wits ilte standards ZSITU RE ' OP as sat by tie Depaa.1 of C�eaae and Vie: Dep ultnent of tP mmal Rem m=r, Stabs of wLwouum Cuuncatioa yc�eu ands to the Cr SL oix County Zoning Office within 30 Year date_ m APPLIC NT oY DATE OWNER CERTIFICATION I (we certify that all statements on this form arc isms to the best of my (our) knowledge_ I (we) am r the wner(s) of the cubed above, by virtue of a warranty deed recoaded in Register of Deeds Offi SIG E APPLICANT TE- _ Any Wormation that is mis- represcolod may result in the sanitary pemdt being tevOwd by the Zoning Departcrttnt. 00006. '* Include with this application: s $Wa)ped warranty deed firm the Register of Deeds office a copy of the certified survey wep if reference is made in the warranty deed U,.:2542P 117 I STATE BAR OF WISCONSIN FORM 3 - 1998 7 5 4 Ea QUIT CLAIM DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number ST. CROIR CO-, NI n - RECEIVED FOR RECORD This Deed, made between ..L1L j�-a —�rCt t� 04/05/2004 12t2OPH o _ EY M DEED Grantor, and REC FEE: 11.00 TRANS FEE: 191.70 COPY FEE: CC FEE: Grantee.I PAGES: 1 I Grantor quit claims to Grantee the following described real estate in County. State of Wisconsin: i-G. tim4 Au"a Name and Return Address L®Ca}E"� It2 58� C0it„1t �ouA uu Se- c ti n 1 0 10 7 oWyk 0� 5nrv>e�t set, _ p� 03 2 _�o3�Zo = .0o0! n reel Identification Number (PIN) . C r o i k � i �./n , t/U � S C o VL S I ✓L- This homes ea (is) (is not) �0 L S r ✓e j rvl t e <' / r 1 �2:� ��J i +1 o I / q ooq a G� c- t."y\-ern� nt�rn�ner 7 S� `{S?j I Yl vJ11A�'VV1�. I t77 1 �l 1 1 ii i I I Together with all appurtenant rights, title and interests. l li Dated this day of _ aooq .� (SEAL) (SEAL) (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) _. State of Wisconsin, L & Y - 0 ss. l . I k County authenticated this day of Personally came before me this _ l day of the above named TITLE: MEMBER STATE BAR OF WISCONSIN to L (If not, me known to be the person who executed the foregoing authorized by §706.06, Wis. Stats.) instrument and acknowledge the same. - � T - HIS INSTRUMENT WAS DRAFTED BY 0� � � .JOcQie �il �iPir br�tccr�r- ' �f_ `y L' — m w A - -- Notary Public, State of Wisconsin My commissio is ermanenI (If not, state expiration date: !. (Signatures may be authenticated or acknowledged. Both are not necessary) ' Names of persons signing in any capacity must be typed or printed below their signature. QUIT CLAIM DEED STATE BAR OF WISCONSIN Wisconsin Leger Blank Co., Inc. Q FORM No. 3 - 1998 Milwaukee, Wis. 7ZL7 a8ad 81 TOA Li v W Z Z S133HS Z 30 l 133HS NM Y N o a O � W a LL 0 YW xz Q jM O � U ti O N Z z L0r 3 a LL r`- 2 W N ? N OVZ d < WOW Y01 y C7 w p� 3 ti - 0 3� � r m 3 WHO O °w Z waa m� °o W V N LL N �w LLI ?� o u°-iaz w� ¢ �vwi CC I W LL Q ° a �aWo ° � r 2� Ns QO a w W' zW w A 0 wN�d LL O w aZ con <� g o� 0 LLO �d� = °W Z 0 z ° F z "c� oLL W n w zo wO V Q K ��� W OU O rZU1 0° u�i 0�i w0 li ha0 d ° oy N Wz W J 00 wo UJ59 �F-0 W }�� �� az 0 J v Cj O Z V a `0O N FV)M? V ZN ?_\ J Z .- fn V! N = U) O 111 of N 0 � Q ° dan V9'96Z t 3..9 3NIl b/l H1f10S-HIBON o -- za LL'9b9 IL 8179 co \ t11�N11NNlllly z W ° z �y L,•'M Z UW Ym Z O v "t 0 °O -.a Co W .- 0 3 rw 0 f1w v 2 C7 O W V1 7 � W 7 a a W N LJI zi O `� J x 0 0 05�O Z O.X, 31�NI LL Q CL Q U) w u j 0c>o?, @ I O W Q e 0a: )UCL OIi W OI �I ZN Qa cn_i r2cn0 �I O I v �5 � �CO z L5 a � ct W � ' N NI * F z ClJ� r- Q?¢W v� N N WW a LLI�I Id' N N N to U) 0 In Z a 4 N 011-CON 02 a J c'J rc(o r - 'L p O � Q `N Cl) 9 Z � m ZQ cn J W? w Er -cc /m' _ .! Q�Q� , \ \'-`•-` N O O [2 z ° W0 Q g \ (D co W _ h I w �s bD OD ` as` �bzr - TMOL4G. a o a 3NI-1b31 6Z'9b9 b .6L 9b9 b U ZV'b6Z L M -9CAIV -009 3NI"Ib31N30 b 9 I4 lJBA b4MN 3H1 d0 b/ l3S alCRIUA Un ------ - 3H130 3NI'l 1S3M + �� — — — — — — — — ��l�G�lbO �a � aCD =334 Ad03 3„ 99j+.98N 8V38 01 03Wf1SSV d m a 09TT -333 338 'OL N01103S j0 3NI1 ti/l iS3M -1SV3 O O o z M A3A8fIS 03I4I1833 3H1 Ol 030N383A38 38V SON18V38 v V AdSi -Z9 HOUT9 /i9 080032 803 03AI3338 III 03 XI083 1S S0330 30 831SI93H HS']y 'N M331 IVX 7ZL7 39Vd 8110A £S ;l ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT M M W M■ r n �r ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From: Pam Quinn Date: 4/2/2004 Re: On -site Soil Determination (SE' /4 NW' /4 Sec 10Town of Somerset — Lot 2 on pending CSM) On March 31, 2004 an on -site soil determination was completed to confirm conditions on a soil evaluation report completed by Brian Parnell, CST #231314 on 10/4/03. This on -site was required as part of the review process to approve a pending Certified Survey Map for the property. Previous soil evaluations of the same parcel had indicated most of the site would not qualify for a mound septic system. Staff (Pam Quinn) has determined that this site is suitable for the proposed mound septic system with specific restrictions for contour and system elevation to be used during POWTS installation. The day was clear and sunny with temperatures in the upper 40's at 10:00 a.m. An excavated pit was completed approximately 18 ft. east of Boring B4, along the approximate contour elevation recommended for mound installation. The county on -site verification form is attached, with a soil profile description that supports the findings of CST Parnell. This test pit encountered massive sandy loams at 41" below grade, overlain by mixed sands and gravel. Mottling was observed in the sandy loam horizon, but it was difficult to identify redox features in the coarse material from 12 — 41 inches in the profile. This test pit did not indicate a need to require additional separation distance between the proposed system elevation and saturated soils below the mound. The limiting factor reported in the original soil report was 19 inches and the mound system will be designed with a minimum of 17 inches of sand fill at the upper edge of the distribution cell, with in situ soil application rate of 0.4 GPD /ft Another boring was excavated above the proposed mound area, south of B2 and approximately 55 ft: west of the above described B4. Distinctly different soil conditions existed, which were consistent with a previous soil evaluation report completed by Tom Schmidt in November 2001. The A- horizon was a dark grayish brown silt loam 0 -9 ", a narrow E horizon from 9 -12" and then mottles were observed starting at 12 inches below the surface. The description for B 1 on Tom's report was almost identical to conditions observed in this test pit. The proposed mound septic system will not be able to deviate from the specified contour elevation and must not extend beyond the acceptable boring locations already established. • Ler VED Wisconsin Department of Co 2 003 S IL EVALUATION REPORT ZDI� �„ SOV s � h Z Division of Safety and Buildin A � � Cl� PMt&eYwith mm 85, Wis. Adm. Code Attach complete site plan oOFFICE inches in size. Plan must County J! C✓0 ��include, but not limited to: al reference point (BM), direction and Parcel I.D. 7' percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q 3 2 — 2 - 0- 3F — 7«-000 Please print all information. viewed y Date Personal information you provide y be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Prope rty f ' Property Location r UU �e ��P� ✓a (,< ,e / Govt. Lot 1/4 N V114 S I D T 3® N R / [ (or) 0W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# ) ^/ D Ci S to Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road b CL� I S O/j 6VI 1 5016 1 (ld -7Y I cf J- ;u1� [3 New Construction Use: ®- Residential / Number of bedrooms �_ Code derived design flow rate OD GPD ❑ Replacement ❑ Public or commeI - Describe: Parent material SC C,2 e9. 2 6 ? ; )9 7 �� a c ,`4P / 0-, � Flood Plain elevation if applicable ft. General comments n y and recommendations: l�Yl. I ❑ Boring # ❑ Boring �/!1 ® Pit Ground surface elev. / 7/ 02 S ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 D -q /�Yg - ?/ J} SL /ms6k p 1w , C C' 0.6 -2 /Ott �/ 11/ SL 2ms6A I)K c C / v-�- 3 1- Y S /Oyu( % C sirs �reb� S'Z C� m M .F/ c w ® Boring # ❑ Boring ® pit Ground surface elev. 9� -ss ft. Depth to limiting factor < in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 © -'� /DYE j / I/ a s ) +/' D. y 0. �- H JOYA / A- SZ- 1-0sM >� c w Ivy 0-5 o r� 3 C2 0 ' I SZ D�r� � r c 0,3 Q.S V 264 S 75 - 1 % C 2 i t 0,3 D 1 - T ' Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 _< 150 mg /L " Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Prin gnature CST Number Address Date Evaluation Conducted Telephone Number SBD -8330 (R07 /00) 1 1 Property Owner A he. Parcel ID # Page of F 71 ❑ Boring Boring # S / ®pit Ground surface elev. ��' ft. Depth to limiting factor 2 b in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I o- ? /0YA -11 Ali- S� /m k - /4� f l O , 6,6 2 �- ;6 /0yR V S� 2r�s�,� DPI C 0." ) a' -s O, � 3 26 -36 /0`k rl y C2 S1 0rz PP, ci,� J O.3 D 36 -63 T C r;R 4 SL.. 01-2 VI- s a 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F I I I T F - 1 ❑Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 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 -8330 (R.07 /00) 0 W N Page 3 of 3 i-.-, N a ems- Brian Parnell a ddress CST 2313 Date Benchmark 1 TDB 2 �_Z, /00, 0 _�L Benchinark 2 TOP 2 Soil Borimy- I__j SUILIbleArea OPe)271 F=4W Scale 7� ea 7 P Y I � (� � r � - i �- �-- -- -- -- -- -- - - ! 1 ! ! ! L .7 V� eve L � N Ao ' E , V I f I 7 + Page 3 of 3 Name t ICC �z& el- Brian Parnell ,!'address SW as CST 231314 — 6-.E -Wb/6 Date- /0 0,7 Benchmark 1 - 701? 2euc ?;fe E- ZOO, 0 -"L Benchmark 2 Oe ❑ Soil Boring SuitableAnea 1 40' Scale c T • • t L ot + —r� — �_ _ _�__� ! ! I — 7 — r- 7 77- ? . ..... ... 71 j!i LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SOMERSET COMPUTER NUMBER 032 - 2038 -70 -000 Parcel Number 10.30.19.621 OWNER NAME: First NANCY Last GRAFF PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 1671 CTY RD I SECTION 10 TOWN 30N RANGE 19W 1 /4160 1 /440 Line Description Line Description TOTAL ACREAGE 40.000 PLAT LOT BLK 01 SEC 10 T30N R19W 40A SE NW 15 02 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit i ,utn Avc SOMERSET 'N' PAGE 60 STAR PRAIRIE PAGE 66 tr o tr BL an. 7► �+ �+ ! &F P 7 3 10 64 ib ' o zs ���RSL 1 1 36 Farm a €, ���� 8 a man T z Plourde I ^s rK & Nbert C Inc I D i - p cKsory« M 11 �` DeCosu ' P k m� OJ F d u M s aa'a ° ehl 90 0 Inc 38 10 m w U `� P °"i" 49 'N` 39 (� 5 Meyers R rt N J I tI 3 ' Farl z SO rw 0 SSaasttad & Belisle m & am Lawrence N r V, 3 4 Leonard ° Inc S1 s 181 sinclear z00 Martell O Jo Kludtke EVine W rom 71 ° M Ann ontbriand Michael Drnnis 30 a Thomas p ' Herink a X17 9 Erlltx Mtl &R C— iv $ &Joan Gerard v _ ns s9 40 115 c craws Ora 361x' 122 _ 40 _ a 3s $ 6 S Ot A House t uren �: T tr Mknad 170t AVE P &K M M JD $hlllt �p tr Fi N ,h AVE luc Croons ti & Soma Vl rIan Montbriand 40 40 a u Gary a F a"' r ; Be le IC s 2 w &v 107 Bell 68 r w Charles & Gordon 4+ 3 e 1 u1 an Bs 1s ass seK n u�!i Fbt s O Hansen 70 L &S 5 8 ata s is �r IS r ° \ B J9 sa s x 130 O $ mA f &L 1 40 120 n1 o n o p O N S F c b C « ames a j v K D s °0 b u r Rivard ti r o Q aJ m 40 m I M ohn a a o R.W m S m 3 CyyrreeIla M v Walsh x a t Jeanne 3 w x o V 6 70 ,� > ,J&s �+ N ° ° ° Flandrick �P sane w x a y 208 Van 8U ^ O j $� o is 0 160th AVE - - — G ss fo a u m a u"3m wa1 r 2 g o 160th AVE m R ^' v e & r46 JS 14 10 s ti C =� a 1 AVE �" ShaiOn so i Warman Gwyn °r 1'6 ~ w t i p o Rivard 90 wr& ' �' O 9 y $� 'd ^ m U G 20 1 40 Cook "' � 40. tr M 160 I ? c OR 0 D.W. tmt V E 20 C°°k sa p� e a noo I y 40 156th AV E +� z o oeu4 ,s Mc )mama � z6 H5 s zs'$ del �I 80. 153rd VE ( John & m "" 3 Gmx6er F 40 O�soPmm<m asson 41. S O U S „0 V... Geor Paul Ernest L r &Cleo Kenneth & ' «tl r O O� a et VArth Schott�e ler Kluedtke a Wenzel )acguelin s « a I ASS z1 $ 80 A 4O Gelle _10 K &C S m 6 ' q i 4o__j_ rn,st 57 LAKE , >r 174 f ro 150th AVE 500 800 700 800 150th AVE 900 ST. JOSEPH 'E' PAGE 46 M _ O K Q. m y N y Cl� ,p n 0 v O W V O w N �, O 1 #4 Z C/) ''*' t"I► v1 C rV 1-0 b � I N - w O i v1 bZ orq o C �p o 00 r� ST. CROIX COUNTY WISCONSIN ZONING OFFICE raver ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson W1 54016 -7710 _ (715) 386 -4680 FAX (715) 386 -4686 eau, COUNTY ON -SITE VERIFICATION FORM Property mgr roPerfyLocabon N M" '5 , Q Govt. Lot 5 e7 'A AI 4 5 0 T 3 _ 0 N R/ E (or PropertyQ ergs Mailing Addres of Block Subd. Name or CSfwt I ri Rb' S 589 C ut) NLj� 2 RoPosEv 20 A:✓e� sPU r City State Zpcode Ptt Numbe ❑City ❑Village own Nearest Road SLR' r y 38/0. Z C T 5)rH or 0 tfV?__ NewConstruction Use: 9A49sidential i Number of bedrooms _ _ Code derived design flow rate GPD ❑ Replacements t ❑ Public or vommorcial - Des Parent material _ c 3 i0 _ _ _ Flood Plain elevation it applicable General comments S o G . � 'Yovti , d and recommendations: (/ Oy�03 .'j In iS (� Baring >f going P lO• d / �'8� f / �' i T' ?t�S f G� 83 Pit Ground dace etay..__ _ _ft. Depth to limiting factor in. Sal Application Rate e Horizon Depth Dominant Color RedaxDescripticn Texture Structure Consistence Boundary Rods GPDgP in. Munsal Qu. Sz. Cont. Color Gr. Sz. 5h. *Eff#1 ` l ld 3 5 Si 1 Z� C S l�fsde Z - y 2 s � l l ✓h 1,�-� rk 3 112 -2 4 cat vr�- r 15 tJS • 7 2q�1 7.� �� s 35�� a c , -7 IV ❑ Daing 9 El Boring ❑ Pit Ground surface etay. _ fi. Depth to limiting factor ___ in. Sal Application Rate Horizon Depth Dominant Color Recbx Description Texture Structure Consistence Boundary Rods GPDflP in. Munsal Qu. Sz. Cont. Color Gr. Sz. Sh. "Efr#i '0#2 r ST. CROIX COUNTY ON -SITE VERIFICATION FORM Property Owner _ - -- - - - - - -- Parcel ID # - -- —_ - -- —_ Page ---- of F-1 Boring # ❑ Boring ❑ pit Ground surface alev. _ - - - -_ ft. Depth to limiting factor - - - -_ in. Sal Application Rate Horizon Depth Dominant Color RadoxDescription Texture Structure Conskdgnce Boundary Roots GPD]fF in. Munsell W. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#!2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor— __.._____ in. Boll Application Rate Horizon Depth Dominant Color Radox Description T"re 5tructura Consistence Boundary Rods GPDfiP in. Munsell Cu. Sz. Cast. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring# E] Boring 1:1 pit Ground surface elev. - - -_ — ft. Depth to limiting factor - -__ __ in. - §WlApplication Rate Horizon Depth Dominant Color Redox Description Taxiura Structure Consistence Boundary Rods GPDAF in. Munsell Ou. Sz. Cont. Color Gr. 5z. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 = 220 mg& and TSS >301150 mg,4 ' Effluent #Z = BOD,= 30 nVL and TS3 = 30 mgt Page 3 of 3 : nw LCD I , ez u e, Brian Parnell , . address Shy ll CST 231314 Date1C - `/- D� . Benchmark i TOP 2�evC ppe EZ /00,0 !� Benchmark 2 T 2 .,�� EL Soil Boring? _j Suitable Area _F>(? OPe)Z / / /tTS I 1 ° 40' Scale — - / 7 XCAZ i i ! 1 O a i ! I i 1 i I r i I I . � RECEIV tv DEC 1 8 2003 S IL EVALUATION REPORT � SOUS z Vti isconsin Department of C e L �i PP� ge of Division of Safety and Buildin 7 M urn S C ��10h&Ywith m 85, Wis. Adm. Code OF ICE County �� C/O / Attach complete site plan on a r inches in size. Plan must include, but not limited to: ve cal and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 3 Z — Z03 r7 — - Please print all information. viewed Y Date Personal information you provide y be used for secondary_ purposes (Privacy Law, s. 15.04 (1) (m)). dL prr(y Property Location n/ 7 l '`'i b /a u e/ Govt. Lot S Z 1/4 / W1/4 S /0 T ,3® N R/ R (or) Property Owner's Mailing Address Lot # I Block # Subd. Name or CSM# ^/pk7W 6, Ci S to Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road �cPSa� 1,�1 S yal6 ( �1s , ��� -/Z7v Sp f�� 71- 1 Lj p New Construction Use: Residential / Number of bedrooms _� Code derived design flow rate OCR GPD ❑ Replacement ❑ Public or co . I - Describe: Parent material SC w �9. 2 I % 19 e r4/ a c Flood Plain elevation if applicable ' ft. General comments and recommendations: iw C>S, .� — e.� " 16 ' f - r ), � U C�ST�Lt d rrx071) mAA-e— M Boring # E] Boring �/ ® y Pit Ground surface elev. % o2 S- ft. Depth to limiting factor < 2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I o -q /b 3 iz /} S` /ms c w 1-r 2 q-21 /0,'r SL 2ms6'k Dfe�' c C' / 44- 3 a� -y� /oy�( c� � rr�s� �� , e b , S a��, � C w I/ 1 /f 62 7—,0PX i c 2 n s �st � 51 n 1-1 1) '0 1�- — 0 , 3 �? r Boring # ❑ Boring G ❑ pit Ground surface elev. 9f.ss ft. Depth to limiting factor < �y in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 i o -.� /DYx j� S / /Zt f) A c s l -1 O-V 1 54 1W-f h 441 0—S d 3 /q 24 IM 01- S� o� Dr c�, - �. 3 Q.S V 26 75 % c 22 S'r ' s� Cdr► bpi �, D ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Pri n ,�S� gnature CST Number olAeR 23 Address Date Evaluation Conducted Telephone Number o u e SD� - L , -1. 3' 47-2- Y7 -3 0 3 SBD -8330 (R07 /00) 4 Property Owner s kC' <>� �l�'aw e Parcel ID # Page of FTI Boring # ❑ Boring // qs _ 2 ® �o' O ft. Depth to limiting factor b in. Pit Ground surface elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 iii & 1 / 6 2 10Yk O S 26 6 /o C2 P sI'�Y 6/, s � ors y 36- 63 7 SY� c2 - 7� / r� - Z - 0/17 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/ft 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 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 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. SBD4330 (R.07/00) i f� < l 2 Io �`'' T 1 1 4 f A i J it � 1090 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page f of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8'% x 11 incites in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimernsions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Graff, Nancy Govt. Lot SE 1/4 NW1/4 S 10 T 19 W Property Owner's Mailing Address Lot # Block # Sulod. Name or CS 1671 Cty Rd. I na na CS 9 Parcel) City State Zip Code Phone Number City Village ✓ T Somerset WI 1 54025 715 - 247 -5517 Somerset * C pjjf ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code de " _� esign flow ra a `+ ". ! i GPD Replacement Public or commercial - Describe: tuul Parent material Pitted glacial drift Flood elevatiorfi AIble na General comments �(!l -� � s� / .� w �j i a a j'1?oKn� i and recommendations: T es are the profile p � descnptrons J of four of fifteen holes M on a P� F4vhich W�re similar. None of the 15 bores met the A+4 criteria for a mound syst Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor 11 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 `Eff#2 1 0-8 10yr3/2 none sil 2fsbk mvfr as 1f .5 .8 2 8-11 10yr5/3 none sil 1mpl mfr cw 1f .2 .3 3 11 -22 7.5yr4/4 c Oyryr5 /6 sicl 2msbk mfr gw -- .4 .6 4 22 -34 5yr4/6 r 2Syr6/3 6 sl 1 msbk mfr gw -- .4 .6 5 3462 5yr4/4 rt 5y/2 / s( 1 msbk mfr --- - -_ .4 .6 a Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cs 1f .5 .8 2 9 -11 10yr4/3 none sl 1 msbk mfr gw 1 f .4 .6 3 11 -21 7.5yr4/4 m2d r:)/ 2 SyrS / 6 sl Oma mfr gw - - -- .3 .5 4 21 -34 10yr5/3 m3g 10 /1 sicl 1msbk mfr gw -- .2 .3 5 34-61 7.5yr5/3 m3p 10 /1 sil 1 msbk mfr - -- .2 .3 " Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < mg /L and TSS < mg/L CS >me (Please Print) Signature: CST Number Address Tom Schmitt Date Evaluation Conducted Telephone Number T, 11/23/01 1iS =sir` -CBs`/ f " Property Owner Graff, Nancy Parcel ID # Page 2 of 3 0 Boring # V Boring Pit Ground Surface elev. ft. Depth to limiting factor 12 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none I 2fsbk mvfr as 1f .5 .8 2 9-12 10yr5/3 none sl 1Mpl mfr cw 1f .4 .6 3 12 -25 7.5yr4/4 c2 S ly t 66/2 scl 2msbk mfr gw — .4 .6 4 25 -31 5yr4/4 m2d 10yr6 /1 7 5 r6/8 sl 1 msbk mfr gw - -- 4 6 5 31 -57 7.5yr6/2 m3p 10yr6 /8 5 4/4 sil lmsbk mfr -- - -- 2 3 4] Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Sbucture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 none sil 1 mpl mfr cs if .2 .3 i t► 'a� 2 8 -10 10yr4/4 none sil 2msbk mfr gw 1f .5 .8 3 10-20 10yr5/3 c2 10yr6 /8 sil 2msbk mfr gw .5 .8 IL 4 20 -51 7.5yr6/2 m35140y46/6 �bo'I sicl 1msbk mfr — — 2 .3 ?►Df ' tti L 5�' S �{,, ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Depth Application Rate Horizon Depth Dominant Color Redox Description Texture Stnrcture Consistence Boundary Roots QPD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 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 r G 1 T'TV AAQ_7AA_R777 fc y t? .f {- // � or � ea Sa / 4k t - -- h Qr�e a �IFsr cL // ✓'ea-s I'lle 1 ,4 e C /` �" der, /�PC� /r'c� 7`D .J7 « 1 47« /t c/ S /= Bar lH Lam' I J �9 AD J r Tell I ray, ar►c G rG ��,,,� y b�/ -7'G, b - >aC. s ? - l� c 7 C 2d, T k4 as vv�(' ✓S�� / L ,J ~ 7C. ), )5 - 510 i 3ory CC 14 Sri E,s� �; �✓z, .53'��� ` _ X ��cmol) BEARINGS ARE REFERENCED TO THE j , ° EAST -WEST 1/4 LINE OF SECTION 10, $ C9 7 ASSUMED TO BEAR N88'44'56 "E OD co m C . 1 1 11 1 UM P e D R A M)@ 0 D o 0 ° _ T. _ d C D_� [. �D� O �It �]C�D D 04 WEST LINE OF THE Q Variable SE1 /4 OF THE NW1 /4 Van ble 1 CENTERLINE 4 1800 1294.42' 648.79' o i �, 646.21' - -�CERLINE 1295.58' 1 Q c w S01 °57'10 "W� 646.79 0) PD • • • . . m \. m� . r< ::1 0 I� >I nom C p_ � � m . r C -- I �S Z Is7 I� O I� I� m I z C� mI o co, 0 f�l !� N � j C cl) ��1 r P Vvm N O < N N N O VI� �l .A � � W 74 m � n n 9D I O� N z N co Qm -m j m NIQ , � ° .41 o � I o0 IO o oo�m cnz `3 4 � \ oa0i� ��• '� I m0 lO° e I Gl °D °D Vin, O 0 193 M=m o Z go 00 - Q�Z� �� Z m INo o Z ' � • �� ' O �` A m m CD z /ll /IIININt111 �.t.• O 648.77 6 46.77 o NORTH -SOUTH I/4 LINE N01 0 05'48 "E 1295.54' s M�nIG°��4�i'C�D dQf�1D� Obi �1C�D � � O4�JC�G3� Z z O N s N Cn N� Z N N pp C cp U� O v D "O 0 0) c 94 rrv> cn�1 r O , nQ m Q..1.,� \r iom O G_ r- c m0 r 111 ?z mo M "I N z $ D NZ -1 C (7 C m r y -{ m /� O A m 0 --j v m nA �> rno zy R1 't1 U ��-n m 0z �D j� z� 0 Z O m o�c> w a CON 3 s °� � m z - N o ;� rn rn o Z 'n m ic my c�> a :° r z me -�r� 0 0 o m ° ao 3: � m v_ ;0 j z N low - m � II Om :> i' ° - +3: gz o n N�Z� ■� w � y O �� � Q O P -4 tii O Q � fr• ' W� r co —I Z� m O 0 Z w4 SHEET 1 OF 2 SHEETS ? . o 1090 rsconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 vision of Safety and Bui ►dings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. [R�ivv arcel LD. D Please print all information. e es By Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ` z (j Property Owner Property Location sd Graff, Nancy Govt. Lot SE 1/4 NW 1/4 S 10 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 56)U77-1 JZ 1671 Cty Rd. I na na CS n 09 cre Parcel) '�I N N6 AW), City State Zip Code Phone Number City Village ✓ T merset Somerset WI 54025 715 - 247 -5517 So '` C ✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code der _ J esign flow is a V L U GPD Replacement Public or commercial - Describe: Parent material Pitted Flo elevation$ f a tble na General comments 7-� IV �7 S �AIT�a G/T �a r G eKVr COUNTY J J and recommendatio a our o fifteen o es on a � ►hich w re similar. None of the 15 bores met the A +4 criteria for a mound syst Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor 1 in. Soil Application Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 �t 3 1 0 -8 10yr3/2 none sil 2fsbk mvfr as 1f .5 .8 2 8 -11 10yr5/3 none sil 1mpl mfr cw 1f .2 .3 3 11 -22 7.5yr4/4 c 0}5ry6/26 sicl 2msbk mfr gw - - -- .4 .6 4 22 -34 5yr4/6 m� Syr6 sl 1 msbk mfr gw - - -- 4 6 5 34 - 62 5yr4/4 3 5 Syr 2 sl 1 msbk mfi - - -- - - - - -- .4 .6 Fi-] Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor 11 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 �2 1 0-9 10yr3 /2 none sil 2msbk mfr cs 1f .5 .8 2 9 -11 10yr4/3 none sl 1msbk mfr gw 1f .4 .6 3 11 -21 7.5yr4/4 rn2d 1 yr6 /2 sl Oma mfr gw - - - - -- .3 .5 P534- 4 10yr5/3 m3q 10yr6 /1 sicl 1msbk mfr gw - - - -- .2 .3 7.5yr5/3 m3p10yr6/1 sil 1msbk mfr - - -- - - - - -- .2 .3 * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < mg /L and TSS < mg /L CS>me (Please Print) Signature: / CST Number Address Tom Schmitt Date Evaluation Conducted Telephone Number S�� (✓ «1r t� � , 11/23/01 t Property Owner Graff, Nancy Parcel ID # Page 2 of 3 F3]Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor 12 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 10yr3/3 none I 2fsbk mvfr as 1 f .5 .8 2 9 -12 10yr5/3 none sl 1mpl mfr cw 1f .4 .6 3 12 -25 7.5yr4/4 c2d 10yr6 /2 5yr6/6 scl 2msbk mfr gw - - - - -- 4 6 4 25 -31 5yr4/4 m2d 10yr6 /1 sl 1 msbk mfr gw - - - - -- .4 .6 7.5 r6/8 5 31 -57 7.5yrE /2 m3p 10yr6 /8 5 4/4 sil 1msbk mfr - - -- - - - - -- 2 3 i 4] Boring # ✓ Boring Pit Ground Surface elev. ft. Depth to limiting factor 10 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/1 none sil 1mpl mfr cs 1f .2 .3 2 8 -10 10yr4/4 none sil 2msbk mfr gw 1f .5 .8 3 10 -20 10yr5/3 c2d 10yr6 /8 5yr4/4 sil 2msbk mfr gw - - - -- 5 8 4 20 -51 7.5yr6/2 m3p 10yr6/6 sicl 1 msbk mfr - - -- - - - - -- .2 .3 5yr4/4 ELI I I 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 PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 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 f .,,,ot -1-- .... j, t the .IAt... * of I GI — TT'V An4_ ')AA_2'7 7'7 // �O ri n9 s W ere G�it.q c� c� e vu 1cL a - ; 4 e e e ve,^ 101 - le cgns1 lrtlaS a1� s�oosa ! sys �e� cOtt /a/ A'a " �, s /u // o! 1 410- f - pr1 e I as !'��� /- j4 e / v c I • 4'r i e, h P e e leol 7`D r z, S S ■� 6 B L o wz�la-j y 00 3 AD A fc�, -�a r � gv1e � �a ��� ��^ y �o'/ �• "'�I2a'Y�a3 J - Ll.- ....,� ems , W Z- to / � 1- N w 1 510 7'301v Q 1 Q &,,7 e , r LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SOMERSET COMPUTER NUMBER 032 - 2038 -70 -000 Parcel Number 10.30.19.621 OWNER NAME: First NANCY Last GRAFF PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 1671 CTY RD I SECTION 10 TOWN 30N RANGE 19W '/4160 1 /440 Line Description Line Description TOTAL ACREAGE 40.000 PLAT LOT BLK 01 SEC 10 T30N R19W 40A SE NW 15 02 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit Fe 04 0 4 12:41p Shawn Carlson _ 715- 549 -5965 p.9 t z BEARINGS ARE REFERENCED TO THE A EAST -WEST 1/4 LINE OF SECTION 10, Z ° 0 ASSUMED TO BEAR N88'44'56 "E co c A p ? m C.T_.H. '� ��_� �JG�iP[�Q44C D C� MDR OU�J[v][ D u (Dum D ` WEST LINE OF THE -- t� 1 , 01 Variable F SE1 /4 OF THE NWI Van ble ° CENTERLINE SOO 44 - 36 - W 1294.42' cn C?-- cn 648.21' c i - v, 646.21 - LCENTERUNE to 0 � 648.79 Q _Q 646.79' _ o w � S01 51'10'W, 1295.58' ° I o w °D ._ ........... ......._.................._.... . . ... _ ... w y ODD z D �., 6-., 0 C o �., \ m ]u mC { oz ..` ZO z 0 I; N33OC z I�o m i (. G �� N 9 0 ��, W� " I9 c. ca OD 1 m' � fn A U) N r O W U) N U) N r 4P 0;rt f Q�Q�O � N6 0 Ul N Q> O N V j� nn N m D D N VU m Of n n -1 J 1 y n _. C7 �1 rn��N mmZm N N nmzm J Ni@ w� W x U) 0 U) z W cn yl JD I 1I I© N ^ m0 i© I�lb �v or PT z mr �� I� `�° m ICJ z n ;vv A A �Vi A m r � z A I� m 1 0 w N O 648.77' a 646.77' rn NORTH -SOUTH 1/4 LINE N01 ° 05'46 "E 1295.54' UHP(L_/AT7[9[0 R,%\MD0� (DG7M P WY OO UNFI�G3!�') --------------------------------------------- 1 _ 0 m z I N r- my Z n op�m C rnJczi �C�n - m 4 o Z �-� m o�_a C C wIA j 0 rrt/) 0 m T� 1' m ?Zr � m � � � Q co wOm O m0 r -1 D �z v�a�i ° v N �� z � Z r4izz v m O O Z�Z o °� Im m 0 D �z0 . �� Z O m o�T� " A —, C2 C O m _j .� >f .. m r � n c m