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HomeMy WebLinkAbout022-1024-30-000 (2) Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT Page l of 3 in accordance with SPS 383,Wis. Adm. Code County ST.CROIX Attach corn n o per not less than 8 1/2 x 11 inches in size.Plan must include,bu li `ed t • ertical and horizontal reference point(BM),direction and I.D. 022- 1024-30-000 percent�slo cal dimensions,north arrow,and location and distance to nearest road. ( Please print all information. Revie Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 4 i V-A / �Z Property Owner Pro i KENNETH R.&MYRNA KRAFT Govt.Lot -= 0 1/4 S 9 T 28 N R 18 E(or)W Property Owner's Mailing Address Lot# Block# r CSM# 478 Skyline Drive -- -- ptiJ -- City State Zip Code Phone Number []City ©Village ■ Town Nearest Road Roberts, WI 1 54023 ( 715) 425-6638 Skyline Drive New Construction Use[D Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD E]Replacement Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable NA ft. General comments Mound System--0.50 ft.sand fill--0.6 loading rate and recommendations: S �'Le,P'%t_ L!( 1❑ Boring# ❑ Boring Q pit Ground surface elev. 93.60 ft. Depth to limiting factor 32 in. Soil Ajpfication 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 1 0-12 7.5YR2.5/2 1 2fsbk mvfr as 3vf-co 0.6 0.8 2 12-18 10YR4/3 1 2fabk dsh cs 2vf-co 0.6 0.8 3 18_32 7.5YR3/4 sl 2fabk dh cw 2vf-m 0.6 1.0 4 32-40 7.5YR3/4 flf7.5YR4/6 sl Om deh __ -- 0.2 0.6 Horizons 2-4 have some gr;cobs 2 Boring# Boring 96.45 30 El 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 1 0-19 7.5YR2.5/2 1 2f-ma&sbk mvfr as 2vf-f 0.6 0.8 2 19-30 1OYR4/4 sil 2fabk dsh as 2vf-f 0.6 0.8 3 30-45 7.5YR3/4 flf7.5YR4/6 sl Om dh -- __ 0.2 0.6 Horizon 3 has some gr;few cobs *Effluent#1 =BOD >30:5 220 mg/L and TSS>30:<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sin CST Number MARY JO HUPPERT/Hollister's Soil Testing&Design 224832 Address Date Evalua ion Conducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 10-22- 13 715-426-1775 SBD-8330(R07/13) f" Property Owner_ KRAFT,Kenneth&Myrna Parcel ID# 022- 1024-30-000 Page 2 of 3 3 Boring El g El Pit Ground surface elev. 94.45 ft Depth to limiting factor 30 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 1 0-12 7.5YR2.5/2 -- 1 2f-mabk mvfr as 3vf-co 0.6 0.8 2 12-15 7.5YR4/4 -- sl 2fabk dsh cs 2vf-co 0.6 1.0 3 15-30 7.5YR4/6 -- sl if-ma&sbk dsh cw 2vf m 0.4 0.7 4 30-36 7.5YR4/6 fl f 7.5YR5/6 Sl Om dh -- -- 0.2 0.6 ❑ Boring# Boring Hpit 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 F—I Boring# Boring ©Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L SBD-8330(807/13) Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner <ewgn i NI yxNA 9KA Pr 1" = 40ft. Legal Description Acr of s,e A of -mE Ng Vq (except where noted) sEc, 9 T2g�t r tgW, -rg Q OF xlnINICA/nllV►!i S - &P-PIX LJ =Backhoe pit COL[NTY Wt5 NSIAJ. 90 f(eX 5 North 3 BEARoo--t • y�M�t Z��P nF Cam'- &tom � • a►13 !01.4.7' C-xlsTlwe.-rAA;,9 LAv,N> 0 qyy�. 9 9 3. S' 0 Site Loc on: c C• r�' 'c-5044Th PIL Pm oj4ex T q �' v ao III > H 0. 0 Q ti O N 0) � C (D ! `.t c o c I w U U) a CL N (A N LL C € T E O 3 (D N 0 C 0. Q c w N j! Z y a>_o W £ Z = 0 cN Z �- p N d y N W a co a 0) 0 H N !:, E 0 c c C7 a 4) O Z � ! c E U Z c m rn o N H r c 2 (D E Q +� ) N 0 V O a Q N CL N N E=0 •� a s 0 :3m U y H.0 o O Z Z Z N y 4i I a M m C N R 0 Lo CD 0. l r C ai U) Q) 0) r 0 0 0 0 a = •N R aaaa �i a o O y o a� rn rn Z a O O O '� a 7 0 � m c a ao rn c d Q Z cn Q o !I Z5 E O U F- t U N N 0 _M _M CD cli M O C N C C U d O O C C N Q N O S N C N N C N •\- fD CO W C 06 - d a a Q •O ' 0C> Y O ZZZ � W r r A ti a. Il00iv p t�R TN&y� DIVISION OF INDUSTRY SERVICES 10541 N RANCH ROAD N HAYWARD WI 54843 Contact Through Relay 9 P� y /► �u�7�s (/ www.dsps.wi.gov/sb/ � °`� C• / J www.wisconsin.gov A�O�SS10NAyS� Scott Walker,Governor Dave Ross,Secretary February 06,2014 CUST ID No. 224832 ATTN. POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING&DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/06/2016 Identification Numbers Transaction ID No.2364113 SITE: Site ID No. 799473 Kenneth&Myrna Kraft Please refer to both identification numbers, 478 Skyline Dr above,in all correspondence with the agency. Town of Kinnickinnic St Croix County SETA,NE1/4, S9,T28N,R18W FOR: Description:Mound,3 bedroom residence Object Type:POWTS Component Manual Regulated Object ID No.: 1469419 Maintenance required; Replacement system; 450 GPD Flow rate; 30 in Soil minimum depth to limiting factor fromcotly, original grade; System(s):Mound Component Manual-Ver.2.0,SBD-10691-P(N.01 101,R. 10/12),Pressure ti Distribution Component Manual-Ver.2.0,SBD-10706-P(N.01/01,R. 10/12), SSWMP Pub.9.6; Effluent Filter �P � S The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes 1p SS►4N and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be construc 114D and located in accordance with the enclosed approved plans and with any component manual(s)referenced abo �V1S The owner,as defined in chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.14 6 E COR stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Items) • 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. • The bottom of the distribution cell shall be level per the Mound Component Manual. The"D"dimension shall be a minimum of 6". The maximum finished slope of the mound surface shall not have a slope ratio steeper than 3:1 per the Mound Component Manual Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per SPS 383.44(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. MARY JO HUPPERT Page 2 2/6/2014 • Materials shall conform to the requirements of SPS 384.10.No fixture,appliance,appurtenance,material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system,unless it is of a type conforming to the standards or specifications of chs. SPS 382 and 383 and this chapter and ch. 145, Stats. • The existing POWTS must be properly abandoned per s. SPS 383.33 Wis.Adm.Code. • Insulate building sewer per SPS 382.30(11)(c). 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 Industry Services 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 and the POWTS management plan to the owner and any others who are res onsible for the installation,operation or maintenance of the POWTS. Z*ci Fee Required$ 250.00 Fee Received$ 250.00 Balance Due $ 0.00 h orf POWTS Pl an vie r,Integrated Services Wi$N ART code.7633; (715)634-7810, Fax: (715)634-5150,M-F 8:00 a.m.-4:45 p.m. pat.shandorf @wisconsin.gov cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm Note: Effective January 1,2012,all codes under the jurisdiction of the Division of Industry Services(formerly Safety&Buildings)will be modified. Code references with prefixes starting with"Comm"have been replaced with "SPS"to recognize the relocation of the Division of Industry Services from the former Department of Commerce to �. the Department of Safety&Professional Services.Additionally,all IS(formerly S&B)codes have been renumbered J _.;"w-'d&addressed in a"300"series. For future reference,the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. ' I MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN j Residential Application INDEX AND TITLE PAGE Project Name: KENNETH R. &MYRNA KRAFT Owner's Name: (same) Owner's Address: 478 Skyline Drive Roberts,WI 54023 Legal Description: Prt. Of SE 1/4 of the NE 1/4, Sec. 1, T28N, R18W Township: Kinnickinnic County: St. Croix Subdivision Name: NA Lot Number: NA Block Number: NA Parcel I.D. Number: 022- 1024-30-000 Plan Transaction No.: .ARC o wapo C +, Page 1 Index and title , �.. .34ai6t\ 1 Page 2 Data entry SEK '(;"'S i., . •�� , •w Page 3 Mound drawings lST�Y " ®r^ �w� •, Page 4 Lateral and dose tank Page 5 System maintenance specifications rw • Page 6 Management and contingency plan Page 7 Pump curve and specifications ESPON E a Page 8 Plot plan er r X113 Designer: Mary Jo Huppert License Number: 1859-007 Date: 02/02/14 / Ph--one Number: 715-426- 1775 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P(N.01101),and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)and Pressure Distribution Component Manual Ver.2.0 SBD-107WP(N.01/01) Version 7.0(R. 03/2012) 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 300.00 Estimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treatment for 1.5 Peaking Factor e. . 1.5= 150% fecal coliform of-36 inches. i 0 9 ( 9 ) 450.00 Design Flow(gpd) 7.00 Site Slope(%) 95.00 Contour Line Elevation (ft) 30.00 Depth to Limiting Factor(in) 0.60 In-situ Soil Application Rate(gpd/ft2) Distribution Cell Information 45.001 Dispersal Cell Length Along Contour(ft) = 10.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate(gpd/ft) 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) a Center or End Manifold 3.33 Lateral Spacing (ft) If N above, enter the elevation ft 3 Number of Laterals of the highest point. 0.156 Orifice Diameter(in) 3.00 Estimated Orifice Spacing (ft) = 10.00 ft2/orifice 2.00 Forcemain Diameter(in) 32.00 Forcemain Length (ft) Does the forcemain drain back? - y 88.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft)x 1.3 5.22 Forcemain Drainback(gal) 7.09 Vertical Lift(ft) 41.61 5x Void Volume(gal) 0.42 Friction Loss(ft) 46.83 Minimum Dose Volume(gal) 0.00 In-line Filter Loss(ft) 24.23 System Demand (gpm) 12.06 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 1 x Gallons/Inch Calculator(optional) Treatment Tank Information Total Tank Capacity(gal) 1000.001 Septic Tank Capacity(gal) Total Working Liquid Depth (in) Wieser � IManufacturer gal/in (enter result in cell S49) Dose Tank Information Effluent Filter Information 650.001 Dose Tank Capacity(gal) Pol Lok __ I Filter Manufacturer 17.001 Dose Tank Volume(gal/in) L 525 _=Filter Model Number Weiser IManufacturer Project: KENNETH R. &MYRNA KRAFT Page 2 of 8 Mound Plan and Cross Section Views f 1/10 B .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. . . . . . . . . . . . . J Observation Pipe : . .. K• `11.1 r•r•r l•t•J.T•l• .r:f.:.r.1•r.r•r.r.1:r. Nr r l 1 l }r d l S d°:r.° :•r•r•r 4•l.•4.4•b•5.•4.4.4.4.4.b•°.•4.4• •4.4:4.4.L....S.4.•..b. 4.L.L.1. • r•1•r• r•r•r•r•r•r.:•r•r•r•: r•r•r•r•r•r•r•r•r.r•r•r•:.r.r•... . r.r•r•r A ••4.4 L• 4.•.•4.4.4.4.4.4.4.4•'.• 4.4.4.4•L•4.4.4.4.4•i•4.4.4.4.4• .4.4.4.•.• r•r•r.r% :•r.r.r.r•:;r•r•:•r•r❑•:•r.r.r•r.r•:•r•:•r•r.r•r•r. ... •r.r. :•r•r.r • 1.4.L•L•4• 4.•..4.1.4.1...4.4.4.4. b.L.L•4.4.4.4.4•L.4.4.4.4.4.1.4.4 4�•.•4.4•b' 4r.:.:.r.r•r•r.r.r•r.r•r.r•r•r.r•:•r•r•r•r.r.r.r•:•r•:•r.r.r•r.r•r.r.'.r•r•r.:•:.r•r.:•r.r •L•4.4.4.'.•4.4.4.4.4••.•4.L•4.4.4.4.4.4.4•'..4.4.4•L.L•4.4.4••••4.4.4.4.4•L.4.4.4.4.4.4••••L. _ W1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 .. . . . B T!". . . . :':':':':':':':':':':":":":':":":":":": . . . . . . . . . . . . . z :- L Mound Component Dimensions A 10.00 ft E 14.40 in H 1.00 ft K Aft ft B 45.00 ft F 9.25 in z 9.38 ft L ft D 6.00 in G 0.50 ft J 4.39 ft W 450.00 (ft) Dispersal Cell Area 1 872.23 (ft) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 1 4.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 97.27 (ft) -♦ H T F Dispersal Cell 96.00 (ft) Lateral 95.50 (ft)-► - Invert Dispersal Cell : : ; Elevation D 4 4 95.00 (ft)Contour Elevation 7.0 % Site Slope Geotextile Fabric Cover Shading Key �• Dispersal Cell See lateral details on Topsoil Ca °- 1.5 ft r r r r•r•r•:.r.r•r•r•r•r•r•r Page 4 for number,size, p p o 4 4.4.4.4.4.1 R. ' 4.4.4.4.4• „},!„ W c �;f:•:•f;:r•:•r:r.r.f.r�'. and spacing of laterals. ❑ Subsoil Cap :. 4'�ti".•'4 4 4 L 4 '� 4.L 4.4•il•�lI'4.4 4.4.4 •4:L�4• Laterals are equally ASTM C33 Sand r f•r.r r• r•r.r• :•r•r•r (d (6 'y 4 L•4.4.4.4• 4.4.4.4.4•L•L•4•L• lu' y r.r•r.r•r.r.r r;r.?rrrr_rrr•r•:;r F L 4'4°' -- 4'4° spaced from the 0.5 ft 4f T iCal Lateral '4 4 41 Tilled Layer C 4•L.L.1K•Y4K•4.1.4K.YYL. distribution cell's Y m :•:•:.r.r.r.r•:•r•r•r.r.r•r. r 4.4.4.4.4•L•L•b••..4.4.4.4.4.4 r.r•r.r r•r.r•:•r•r•r.r.r•r•r•r•r•:• r © 4•L.4.4• Aggregate � 0 1.4.4.4.4.4.4°°'.4 4.4•°°°4.4.4 centerline in the •r•r•r•:.r..••r•r•r.r.r.r.r•r•r•r A - distribution cell(AxB). Project: KENNETH R. &MYRNA KRAFT Page 3 of 8 End Connection Lateral Layout Diagram CSrntaraw lat"alsao*r the &adimoosien i=Turn-up vdbali valve ar oleanoutplup J AN iaaarals are Identical Mates driled a..the,.ryttam or the la►.rat $ equialig spaced teten0s&ftrcemeln Sah 44 PV+C per SPS Teble 3e4.3" S Fpm.ma4o connaatwn via tee or moss to mwWold at any point. Number of Laterals 3 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing(X) 3.11 ft Lateral Length (P) 43.54 ft Orifices per Lateral 15 Lateral Spacing (S) 3.33 ft Orifice Density 10.00 IY/orifice Lateral Flow Rate 8.08 gpm Manifold Length 6.67 ft System Flow Rate 24.23 gpm Manifold Diameter 1.25 in Total Dynamic Head 12.06 ft Forcemain Velocity 2.47 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -► SPS 316.300 WAC 4 in.min. Disconnect - Tank component is properly vented F--- Altemate outlet location Forcemain diameter Weiser Manufacturer 2 in. Capacityl 650.00 Gallons —� Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 22.58 383.87 C B 2.00 34.00 P� ump off elevation(ft) C 2.75 46.83 1 88.91 D 10.901 5.30 D Total 38.24 650.00 Dose tank elevation(ft) 3 Bedding un Ter tank. 88.00 Alarm Manuafacturer SJE Rhombus _ Note: Switches Alarm Model NumberTank Alert AB containing mercury _ may not be used in Pump Manufacturer Gould ] this system. Pump Model Number PE31 � y Pump Must Deliver 24.23 gpm at 12.06 ft TDH Project: KENNETH R. &MYRNA KRAFT Page 4 of 8 I Mound System Maintenance and Operation Specifications Phone Provider's Service _ e g POWTS Regulator's Name St. CounZon Phone 715-386-4680 System Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 f:2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >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 monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound __ Inspect for ponding and seepage once every 3years ��tilzsr _._. Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis.Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, 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 Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: KENNETH R. &MYRNA KRAFT Page 5 of 8 L(gJGOULDS PUMPS Submersible Effluent Pump PE �f PI�IN .1N"RKVAT M WARIW p _ Genetral: a C-Mosion�esrStarlt • Texpwaturr I Off(4WQ ■Grit irot1 body. maximum,corerrwous when 115 and 230 volts ■Riermopbstic■ripder and • au • Wn VwW overload pro- COW. • Solids hendGng_W lemon wb aomabc reset ■Upper sleeve and lower nw dmurn sphere, • Class B insulation. heavy duty ban bearing • Automatic models include a • 014AW design. auction. APPIICATKNZ %at swha. ' VenO carbon steel ■Motor is perrnane�r Spedally designed for the • Manua!models avaAa*. lubricated f+ur extended WIlowing uses: ' Pumping range:See PE31 Motor: setviae life. • Mound System performance chart or curve. • .3314P,3000 RPM IN P&mred for condmous • low Rmye lrere Pipe System 0 Mmdimum capacity-53 GPM • 1 t Pole demp I=am within the • Basement Draining 0 Max mton head.25 TDH P641 Motor: worft limits of the motor. •Heavy Day sump/ PE41 Punt: • .40 HP,3400 RPM m�20'st8n ed pow igtlr Dewatering • Maxhrnrm capapgy;61 GPM • 115 and 230 votes CW4 �1 dryy with • Maximum head:29"TDH ' �de* 115 or 230 vok�awing PE51 Pump; M1 Moaot: Maoeniurn capadty:70 GPM . • unit is heavy duty, Maximum head:37'TON 15 and 230 volts portable and oampact. METERS MET • PSC ■IMIECha"sed Is Carbon, -----: :- _ t BUNK and stainless • 35 ry�j•�-• ~, / s ' HP:.�3..�0..so ti r Sfa�.SS Ste81 fe15. 1 1 30 t 1 Fr 2s Coltan 20 ! ,ai 1 l -1- Tested toUL778aad �- �;�. ' GA"1 108 9Farrdanrk � is -/-•:-I-• -•i-�---' i 9p CaRtd{in SV�N�dl�rr!s�Aged�tiaN - H }",.��.-. 1 -i ' l.S , cobs'! 1 �1BU�SIIYI (S��1 . 10 LSt /` --��--i Y-_• i 0 00 10 20,N x.30 40 50 60 70 GM g0 QtZsSE_�'C ig �3AG 0 70 t 5 ms/h Plot Plan Page of$ Property owner o�z-,wpm ye->JA i<rA FT I" = 46ft Legal Description PXf of sz of 7yr lup f�a� (except where noted) 5c, 9 Too, r` ?aniJ OF Kinlnllc,�1>ylu« sT �Ix d =Backhoe pit cairn!n, W IS AJaAl, /,90 AeXF-5 WeLL North 3 8c-aRooM �AR�t : pug Emu� Z;;Top ,�lrt3 s 101.!07 Lb C-Xr S TM/G.-rAav Tc itiv r Lym N> �Eo 'PER sPS eooE' 1 7/w 32r Z�r 73 9v„SrS� A grM SCtJ. N 93 sa , Site Lo c 'on: y1L o �` 9 Parcel #: 022-1024-30-000 02/18/2014 02:23 PM PAGE 1 OF 1 Alt. Parcel M 09.28.18.132C 022-TOWN OF KINNICKINNIC Current ❑ ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-KRAFT, KENNETH R&MYRNA KENNETH R&MYRNA KRAFT 478 SKYLINE DR ROBERTS WI 54023 Property Address(es): *=Primary *478 SKYLINE DR Districts: SC=School SP= Special Type Dist# Description SC 4893 SCH DIST RIVER FALLS SP 0100 CHIP VALLEY VOTECH Notes: Legal Description: Acres: 1.900 SEC 9 T28N R18W 1.9A IN SE NE COM 277'W OF NE COR SE NE,TH W 226',TH S14DEG E Parcel History: ALG E R/W TN RD 396.7', E 206', N11 DEG W Date Doc# Vol/Page Type 392.2'TO POB Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg: *N/A-NOT AVAILABLE 09-28N-18W 2013 SUMMARY Bill M Fair Market Value: Assessed with: 261308 200,700 Valuations: Last Changed: 09/07/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.900 40,000 182,000 222,000 NO Totals for 2013: General Property 1.900 40,000 182,000 222,000 Woodland 0.000 0 0 Totals for 2012: General Property 1.900 40,000 182,000 222,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 302 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00