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030-2028-90-100
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 567297 0 GENERAL INFORMATION (ATTACH TO PERMIT) 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: Weber, Lawrence&Anne I St. Joseph, Town of 030-2028-90-100 CST BM Elev: Insp.BIN E BM Description: �i Section/Town/Range/Map No: /r �J l r 22.30.20.440H TANK INFORMATION A ELEVATION DATA TYPE MANUFACTURER S CAPACITY STATION BS HI FS ELEV. G•9 col., iod Septic Zi. Benchmark /Loa 7,b 10 Dosing Alt. BM � e.� O 3.2.3 A-3 r tO Ate-' Bldg.Sewer cm? �•t P� I a li v�Zs Holding St/Ht Inlet .\` TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. ent t Air Intake ROAD Dt Inlet A-A Septic i /U,r� �s Dt Bottom 13 L g3• —7 Dosing / 1 Header/{Vlan� (j �" pb.9 7• Z ��• Aeration Dist. Pipe 7, Z C (� Holding Bot.System Final Grade L PUMP/SIPHON INFORMATION (�. ZS /da • CO Manufacturer Demand St Cover— �c IA_ GPM l nle �- o� 3.Z3 163.L•7 Model Number ) 5Z= - 41-11 C� TDH Lift ` Friction�os� System I-?iead�T TD? /•Ot 77—Forcemain Len IDia. r Dist.to Well /"A Z SOIL ABSORPTION SYSTEM If BEDITRENCH Width Length No.Of Tren es PIT DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS `� SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION 7 CHAMBER OR Type Of tem: 4v �` I^ �� UNIT O V U 7 /�-y�-' Model Number: DISTRIBUTION SYSTEM L Pd 01 Oq Header/Manifo� Distribution / x Hole Size d t x Hole Spacing Ve Air Intake//I Length 3 Dia /• Length �� Dia /"Z 5 Spacing O a ' ✓ `--�" SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/S ded xx Mulched Bed/Trench Center / Bed/Trench Edges ` Topsoil 1 -- C 1 � Yes No � Yes No COMMENTS: (Include code discrepencies, persons present,etc.) Inspection#1: / / / Inspection#2: / / Location: 1401 Hilltop Riddgge"Houlton,WI 54082(Unknown 22 T30N,R20 ) A t 5 °r �ploi ],Parcel No: 22.30.20.440H 1.)Alt BM Description 1-A�Q,� CaU� a "•� e 1"`�zi "` / 2.)Bldg sewer length= �� ��a5;o ti- GO -amount of cover= 5•� �� G�a,t�.. � (a b Plan revision Required? Yes Use other side for additional information. _ SBD-6710(R.3/97) Date Insepctor's gnature Cert.N ■ 5vi 1 e d2/ua�or�/Pi� EXi.3�rr�y �r4.c�e e/G✓.' adjofhinq ropery ,fir � SV ,e-941^ Tr �(// � ,�a a��r-de`,Le•/Ip/'G La(Jent�u-n. ff�Samec�e.l��•'.• -ip0.G1J,' �..5 �, ZSS6 ��9, �lvoP9, py /ot 4, Sec. ,7.-3V(; Bq Q.2ocv;n of S6-TO-5e,4, a j B fizz 3.o s/.3 acres. F}'aPustd tKO14.17 a� 3.r/.2/ � ` \\ die Sc.��GC e/ec.� wazS9?.zSdf iS"a•bode i � a- _ ... 4B.co'eon�ocu: �u.,-(�) a'.'sfr;6u-�"c•• � v�3 \ �:r � ll c�Lia/S2t/%"x,�9..LS'�/y��°'��f c[5 PrcpoP6�t° g,3 _. S,aacedat.2.o/. p✓c-�ce7 MAOb \� - 1 L35 ` \ ` (�opoud P,'epo4ed g \ 4sC 41v1pov6d b";lolr� KtS:dance, bu; �y�uxk \ I i Propost.d CL(T r 98.o'eoh-Eou.- / Pro posed.W to w(?dxo- �t p/.z cc/,Oz-,+Q O a"ra9c i .:: .� y y/�. -0 a o County Safety and Buildings Division • of�fX 201 W.Washington Ave., P.O. Box 7162 Sanitary Permit Number(to be filled in by Co.) ('* • ��.. I Madison,WI 53707-7 'n 4114i 4, F, 572 9 7 State Transaction Number Sanitary Permit Applicatio v�3� �3 �o In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note:Application forms for state-owned POWTS e submitted to Project Address(if different than mailing address) 1 the Department of Safety and Professional Servies. Personal information you provide m a; for secondary Z,`I purposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats. t CV"' /4/0/ . [1_p 4.6 e i�L Application Information-Please Print All Information tCr 7LJ �� /� �'�� Parcel# Property Owner's Name L G,w fe•� `/- -717C' t Ai he &L) pEG '- `! ©3o-a 8 - 9O-/ c) Property Owner's il mg Address Property Location / 1/� # 3Po2 6,c/ / &e, ss G PQ-GOJ# Govt.Lot ZZ City,State ) �/ Zip Code Phone Number �+,%, '/4, Section c(-)/t.rr:L.e er i e. -5T8i2- 615'07.36 - F(1.3 T ✓6 N; R Lrcirc.. , H.Type of Building(check all that apply) Lot# Subdivision Name or ("9:1)2 Family Dwelling-Number of Bedroo Qk. Block# m ❑Public/Commercial-Describe Use /�i& �Q ❑ City of / CSM Number ❑Village of ❑State Owned-Describe Use 1/K.. 9 , �J-� own of �' I N./�C�O (o k- /Co 1�0✓n M.Type of Permit: (Check only one box on line A. Complete line B if applicable A. ►IS New System ❑Replacement System ❑Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System(explain) List Previous Permit Number and Date Issued B. El Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑Permit Transfer to New Before Expiration Owner C W.Type of POWTS System/Component/Device: (Check all that apply) ZO-A-4-6✓r K ❑Non-Pressurized In-Ground ❑Pressurized In-Ground ❑At-Grade ❑Mound>24 in.of suitable soil ound<24 in.of suitable soil /� // ❑Holding Tank ❑Other Dispersal Component(explain) ❑Pretreatment Device(explain) ^.1 cG,J Pt 1'r/• V.Dispersal/Treat ent Area Information: /� v l Design Flow(gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required(sf) 1(Al Dispersal Area Proposed(sf)l' S 3 y., levation &!/)914, 1.o ©.SO !/S. . ca)•a ` •� (sO C) S�,, . CS144/5"ab4/4.,r."/ VL Tank Into / Capacity in Total # Manufacturer U (1 �Q Gallons Gallons Units ' °01 •u . t U V New Tanks Existing Tanks l�� as 2 c 2 °3', - `2 Al 2 IA !i J o., U/in ., so u. �7 a Septic or Holding Tank /'X° --- 7,2(� re-s 6-nude. Dosing Chamber /yG) — 3e4 / btnc76',r►5T.. !/---- VII.Responsibility Statement- I,the un I ersigned,ass II e responsibility for installation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber'.Signature )1EMPRS Number Business Phone Number ----� � _, . ( s.�— 3 cio zi (757 .Z41 1-7767 Plumber's Address(Street,City,State, ip Code 3 440 Pa-44154i la-4 , 05c eo&, ca.Y. 5ft0.2-r) VIII. unty/Department Use Only Approved , • Disapp . ". Permit Fee 00 Date sued Issuin gent Sign• e i 1 e•• .'•en Reason or 8 enial / Ai 0 IX.Condityserts~psyReasons for Disapproval 3 Go ,l,`ii.o,t 5 to / / - 4{. 'pea ). t Z' 1:'`Septic'tank,effluent filter and ,h �� LA)/ d"lNl S � dispersal cell must all be services/maintained / as per management plan provided by plumber. 2. iApEckrequi fements,must beinantainad /,� �As,1` ,t,� Ls4 0 Pe,r0.4.: �l.tJg86D`)as per applicable code i ordinances. [•v tit Attach to complete plans for the system and submit to the County only on ga���i not less than 8 1/2 31 11 inches in size 4 41. ;A. t'.t'1-�-� w! J-Cn.� k—. pe-ro......: SBD-6 398(R. 11/11) Replacement Mound POWTS Index & Title Sheet Project Name: Weber 4 Bedroom Mound Owners Name: Larry&Ann Weber Owner's address: 3620 Highland Ave.,White Bear Lake,MN 55110 Site address: 1401 Hilltop Ridge,Houlton,WI 54082 Project Location: Subdivision; Lot 9,CSM Vol.9,Pg.2556 Legal Description: Gov't Lot4,Sec.22,T.30N.,R.20W.,Town of St.Joseph,St.Croix Co.,WI. Parcel ID#: 030-2028-90-100 Page 1 Index and Title Sheet Page 2 State Approved Mound Design Page 3 Treatment Tank Cross Section Page 4 Filter Specifications Page 5 Septic Tank Maintenance Agreement Page 6 Parcel map Page 7 Deed Attachments: Soil Evaluation Report Mater PI er Restric ed Service: James K.Thompson,Dep't.of Comm.Credential#30021 Signature: 074,4 ac____ Date: ,,,h,Q,C-, ` 2_O/3 Page 1 of 7 Design pursuant to In-Ground Soil Absorption Component Manual for POWTS,version 2.0 SBD-10705-P(N.01/01) pionxT.u4..4,r DIVISION OF INDUSTRY SERVICES ' 0,4 10541 N RANCH ROAD 82 7 HAYWARD WI 54843 ,,s Contact Through Relay sys www.dsps.wi.gov/sb/ 9� �,�? o www.wisconsin.gov �'SSIOw N A�S� Scott Walker,Governor A�O Dave Ross,Secretary December 17,2013 CUST ID No. 30021 ATTN:•POWTS Inspector JAMES K THOMPSON ZONING OFFICE ACE SOIL&SITE EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSON LAKE LN 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/17/2015 Identification Numbers Transaction ID No.2347923 SITE: Site ID No. 798545 Larry&Anne Weber Please refer to both identification numbers, 1401 Hilltop Ridge above,in all correspondence with the agency. Town of Saint Joseph St Croix County Government Lot(S)4, S22,T3ON,R2OW FOR: Description:Mound,4 bedroom residence Object Type:POWTS Component Manual Regulated Object ID No.: 1463683 Maintenance required; 600 GPD Flow rate; 22 in Soil minimum depth to limiting factor from original grade; System(s): EZflow Mound Component Manual,(R.7/12),Pressure Distribution Component Manual-Ver.2.0, SBD-10706-P (N.01/01,R. 10/12), SSWMP Pub.9.6; Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes MDITIONA and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructe and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. APPROVE The owner,as defined in chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code DEPT OF SAFE requirements. PROFESSIONAL No person may engage in or work at plumbing in the state unless licensed to do so by the Department per%' ON • ' • • stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) SEE CORRESPO • 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 gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval,and SPS 383 system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval,the plan approval and code requirements will take precedence. 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. JAMES K THOMPSON Page 2 12/17/2013 s • 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. • Maintain well and waterline set backs per SPS 383.43(8)(i).Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 responsible for the installation,operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 . Fee Received$ 250.00 Balance Due $ 0.00 4111 -•atricia _. • o POWTS Plan Review= , itegrated Services WiSMART code: 7633 (715)634-7810, Fax (71 ,)_634-5150,M-F 8:00 a.m.-4:45 p.m. pat.shandorf @wiscons ii.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 and addressed in a"300"series. For future reference,the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. JAMES K THOMPSON Page 2 12/17/2013 • 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. • Maintain well and waterline set backs per SPS 383.43(8)(i).Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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 ij. 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 responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 Fee Received$ 250.00 . Balance Due $ 0.00 •atricia . -:•11-■o POWTS Plan Review= , i tegrated Services WiSMART code 7633 (715)634-7810, Fax (71 -)634-5150,M-F 8:00 a.m.-4:45 p.m. pat.shandorf @wiscons u.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 and addressed in a"300"series. For future reference,the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. EZflow® MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Weber 4 bedroom replacement mound Owner's Name: Larry&Anne Weber Owner's Address: 3620 Highalnd Ave. White Bear Lake, MN 55110 Property Address: 1401 Hilltop Ridge, Houlton, WI 54082 Legal Description: Gov't lot 4, Sec. 22, T.30N., R.20W. Township: St. Joseph County: St. Croix Subdivision Name: CSM Vol. 9, Pg. 2556 Lot Number: 9 Block Number: na Parcel I.D. Number: 030-2028-90-100 "r Y Plan Transaction No.: Y AND CRV� ICES Page 1 Index and title ,j sE Rv Page 2 Data entry Page 3 EZflow mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan -77 Page 8 Pump curve and specifications - Page 9 Site Plan Designer: James . Thom*son License Number: 30021 Date: 12/16/1' I Phone Number: (715)248-7767 Signature: L -s Designed Pursuant to the EZflow Mound Component Manual Ver.August 20,2007, SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)and Pressure Distribution Component Manual Ver.2.0 SBD-10706-P(N.01/01,R. 10/12) EZflow Mound Version 3.0(R. 3/1/12) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) r Residential or Commercial Design 400.00 Estimated Wastewater Flow(gpd) 1.50 Peaking Factor(e.g. 1.5= 150%) 600.00 Design Flow(gpd) 12.00 Site Slope(%) 98.00 Installation Contour Line Elevation (ft) 130.00 Contour Length Available(ft) 21.00 Depth to Limiting Factor(in) 0.60 In-situ Soil Application Rate(gpd/ft2) Distribution Cell Information 6.00 Cell Width(ft) 3, 4, 5, 6, 7, 8, 9 or 10 Only I 100.001 = Dispersal Cell Length (ft) 1.00 Dispersal Cell Design Loading Rate(gpd/ft2) 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) c Center or End Manifold 3 Lateral Spacing (ft) If N above, enter the elevation(ft) 4 Number of Laterals of the highest point. 0.125 Orifice Diameter(in)(e.g. 0.25) 2.00 Estimated Orifice Spacing(ft)= ( 6.00Ift2/orifice 2.00 Forcemain Diameter(in) 40.00 Forcemain Length (ft) Does the forcemain drain back? 1 Y 92.75 Inside Pump Tank Elevation(ft) Enter Y or N 0.00 Forcemain Filter Loss(ft) 6.50 System Head(ft)x 1.3 6.52 Forcemain Drainback(gal) 6.00 Vertical Lift(ft) 62.76 5x Void Volume(gal) 1.39 Friction Loss(ft) 69.28 Minimum Dose Volume(gal) 13.89 Total Dynamic Head(ft) 41.19 System Demand(gpm) 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 x 1.50 x 3.00 2.00 x 3.00 x Gallons/Inch Calculator(optional) Treatment Tank Information 800.64 Total Tank Capacity(gal) 1200.001 Septic Tank Capacity(gal) 36.00 Total Working Liquid Depth (in) Weiser Concrete 1Manufacturer 22.24 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.64 Dose Tank Capacity(gal) PolLok Filter Manufacturer 22.24 Dose Tank Volume(gal/in) PL525 Filter Model Number Weiser Concrete 1Manufacturer Project: Weber 4 bedroom replacement mound Page 2 of 9 Mound Plan View 1/10 B %•••••• -;*,• : '' :51::::•lC *:: •:' A © — *. B ,••• I • L • Mound Component Dimensions A 6.00 ft E 23.64 in H 1.00 ft K 10.83 ft B 100.00 ft F 12.00 in I 16.27 ft L 121.66 ft D 15.00 in G 0.50 ft J 6.07 ft W 28.33 ft 600.00 (ft2) Dispersal Cell Area 2226.56 (ft2) Basal Area Available 6.00,(gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View EZflow Dispersal Area Finished Grade 101.25 (ft) —11,. .rrrfrfr, or I H /if..v,.. i n I,ww.rrii... G 1 .,......4.,,,,,....,...,• J...,,,rrrfrrlf.. I F 0 : • Dispersal cell 99.75 (ft)Lateral 99.25 (ft)—.* i :; 6" Invert Elevation• Dispersal Cell ••••••• ••• :0 Elevation �Q • • ' • ':• . __ _ - ,-]i - i,A ,1. i,j )-i .ice?: 4 „{."�4_. ?`~i_"4.. _;.e'`_.;_1 .i': _ _+.,{iki` ...... ... . '"; ;.1.11..).,.:i"�1 ? '•222 ' •\A--- ?. ,}.;i,�...,.3-,"-;."; • 98.00 (ft)Contour Elevation 12.0 %Site Slope Typical Dispersal Cell Shading Key FT" See Page 5 Q� Topsoil Cap g.a I © Subsoil Cap so c 2.0 ft Approved Geotextile Fabric Cover PI ASTM C33 Sand m •:e 7� 4 Tilled Layer ' 2 ; ::•:::r r1: •r•T: 5 F ::_ `r:I EZflow Media c u, .%......................:.":.::..a.::::::: .•:•r:::::: —Ai— * . . A. 4 See details on page 4 for number,size,and spacing of laterals. Laterals are located in the 4"gravity distribution pipes as shown on page 5. Project Weber 4 bedroom replacement mound Page 3 of 9 Center Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below Force main connection via tee or cross to manifold at ang point. Laterals are identical Orifices point up,except every 5th one lC P points down for drainage. S • 6 •� •'Turn-up+ntball valve or I f x--0I ?2 4 e It-in-31 Laterals i force man of P'V'C Soh 40 olaanoutplup qer SPs Table 384.30-6 Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.01 ft Lateral Length(P) 49.25 ft Orifices per Lateral 25 Lateral End (Z) NA ft Orifice Density 6.00 ft2/orifice Lateral Spacing(S) 3.00 ft Manifold Length 3.00 ft Lateral Flow Rate 10.30 gpm Manifold Diameter 1.25 in System Flow Rate 41.19 gpm Forcemain Velocity 4.21 ft/sec Dose Tank Information Locking cover with warning label and locking device and -- sealed sealed watertight Electrical as per NEC 300 and "—`► SPS 316.300 WAC k. -el 4 in.min. • ...------► Disconnect _._._____..... Tank component is properly vented [– J E-- Alternate outlet location I I' Forcemain diameter Weiser Concrete Manufacturer f-- :- Q 2 in. Capacity 800.64 Gallons Volume 22.24 gal/inch A Weep hole or anti- Dimension Inches Gallons i B siphon device fif A 18.88 420.00 B 2.00 44.48 C Pump off elevation(ft) C 3.12 69.28 FT 93.75 D 12.00 266.88 D Total 36.00 800.64 Dose tank elevation(ft) Bedding And Backll As Per Manufacturer ~ I f 92.751 Alarm Manufacturer SJ Rhombus Alarm Model Number SJE 1011421 I Pump Manufacturer Zoeller I / Pump Model Number BN152 I Pump Must Deliver 1 41.191gpm at 1 13.891ft TDH Note: Switches containing mercury may not be used in this system. Project: Weber 4 bedroom replacement mound Page 4 of 9 EZflow® Distribution Cell Media Layout 6.00 Cell Width(ft) 1 1.50 ISidewall to Lateral(ft) Distribution Cell Cross-section Arrangements .f11, r�►�► Vi rs11 •'W% ,�i►� ►111 A. .0A Awl,. 111'A •V *1111 6 ft Wide NAVIN►11A1►111 O►11111►1.A1 NNW* Component Legend SR1-7A Bundle-5 ft or 10 ft lengths 11111 SR1-12A or EZ 1201A in 5 ft or 10 ft lengths APIAVO X111 r1►�1� *111.1, r•4'1. t111 ►1ii1i1i`ti11 AN00011; SR3-12H in 5 ft or 10 ft lengths ►11. 11 SR3-12H or EZ 1201P or •11111~ `4111} ',V! 1. v10.Y •• •� 0 4" Perforated Distribution Pipe With Pressure Lateral Inside • Turnup Enclosure Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout-Typical I 6.00 Cell Width-A(ft) ' t 100.00 ICell Length-B(ft) Center Connection Lateral Layout Diagram r.— Force Main 6 ft Wide — Center Manifold ummiumplinpulgeimpuporumplunimplip Project: Weber 4 bedroom replacement mound Page 5 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Jmaes K. Thompson Phone (715)248-7767 POWTS Regulator's Name St. Croix County Zoning Dep't 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 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 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 Inspect and clean as necessary at least once every 3 Years Pump and Controls Test once every 3 years Alarm Should test periodically Pressure System Laterals should be flushed and pressure tested every 3years 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 SPS 384.30-1, have a watertight cap and are secured in as shown in the EZflow Mound Component Manual Ver. August 20, 2007. 2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component Manual Ver. August 20, 2007. Media is covered with an approved geotextile fabric. 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 Lateral Ends at Last Orifice Where Variable Length Cleanout Begins •••••• • tits ♦ 1 1 ! 1.1 1 11 1 1.1 V* to 1 , tits Sweep 90 or Two 11 .. . . . . 45 Degree Bends Same ,111 1111111111ti 11 11111111x111, Diameter as Lateral 1'1 EZflow S nthetic Media 11111111111, 11:►,—._,.,�.�„._;,-t_-t1111111 1.0.V 1.26 Feet 1"Distribution Lateral —0'f— Lateral Cleanout Project: Weber 4 bedroom replacement mound Page 6 of 9 Mound System Management Plan Pursuant to SPS 383.54,Wis.Adm.Code This system shall be operated in accordance with SPS 382-84 Wises.Adm.Code,and shall maintained in accordance with its'component manuals rEZflow Mound Component Manual 8/20/07,Pressure Distribution Component Manual Ver.2.0 SBD-10706-P(N.01/01)and SSWMP Publication 9.6(01/81)]and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be in accordance with SPS 383.33,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,Stats. 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 filter 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 filter when removed from its enclosure. If the filter is equipped with an alarm,the filter 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 as to 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 Wisconsin Department of Commerce. Pump Tank The dosing(pump)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. If the force main has a weep hole,it should be noted if it is functional during pump operation,and if not,it should be cleaned. ***'*No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death."'" Mound and Presure 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 BOD5,150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5,30 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 3 years. 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 4 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring. Continaencv 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 cogged absorption and dispersal media,and related piping,and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Weber 4 bedroom replacement mound Page 7 of 9 • 2 PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEAD/FLOW MODEL 151/152/153 PER MINUTE - - 14 153 50 - EFFLUENT AND DEWATERING - 45 N. N. 12- 40 N. MODEL 151 152 153 w 35 152 Feel Meters Gal. Liters Gal. liters Gal. liters X10_ � � 30- 5 1.5 50 189 89 261 77 291 1 25_ 'M� 10 3.0 45 170 61 231 70 265 e- 151 15 4.8 38 144 53 201 81 231 20 8.1 29 110 44 167 52 197 1- 6- 20- '�;Mh 25 7.6 18 61 34 129 42 159 30 9.1 23 87 33 125 /3.as,• 15 35 10.7 - - - - 22 85 T.D./4 10 2- 4 1.1 40 122 - - 11 42 Shut-off Head: 30 ft.(9.1m) 38 fl(11.8m) 44(1.(13.4m) 5 0145088 0 11 10 20 30 40 i 80 73 60 90 100 TERS 4// Mj nM a deick !/ 4. S 3 40 u 2��00 3344 a.Ow PER MINUTE 01400 Model 151 Models 152/ 153 , CONSULT FACTORY FOR SPECIAL APPLICATIONS -- 6702 I- B1H 3718 - 4518 1y 327137 4518 •Timed dosing panels available. •Electrical alternators,for duplex systems,are available and 7,--":". :\ 3}re 327132 supplied with an alarm. 1\ - CCt, �/�,`, fC`.1,\� \ �� •Variable level control switches are available for controlling 1 „re ` �� 3 27132 single phase systems. •Double piggyback variable level float switches are available 1 for variable level long and short cycle controls. I •Sealed Qwik-Box available for outdoor installations.See 11 FM1420. AIM ,li-�ill •Over 130•F.(54•C.)special quotation required. _ �= al 15111521453 Series +++Ins 12 1t8 4 MB • 1511152/153 MODELS Control Selection 11111•11110 _T mime. f Model Volts-Ph Mode Amps Simplex Duplex 01W/�t=Ylllll i 43re •� .Ili sire N151 115 1 Non 6.0 1 2or 3 •,•� �4a:, I �7�/+•r BN151 115 1 Auto 6.0 Included 2 a 3 i17#1,--le - II t lIr A 1`' li E151 230 1 Non 3.2 1 2 a 3 13E151 230 1 Auto 3.2 Included 2 a 3 582444 582064 N152 115 1 'Nan 8.5 1 2or 3 814152 115 1 Auto 8.5 Included 2 or 3 E152 230 1 Non 4.3 ' 1 2 or 3 8E152 230 1 Auto 4.3 Included 2 Of 3 N153 115 1 Non 10.5 1 2 or 3 814153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Non 5.3 1 2or 3 SELECTION GUIDE 8E153 30 1 Auto 5.3 Included 2 a 3 1. Single piggyback variable level float switch or double piggyback variable level float IA CAUTION I switch. Refer to FM0477. Ali installation of controls,protection devices and wiring should be done by a qualified 2. See FM0712 for correct model of Electrical Alternator E-Pak. licensed electrician.All electrical and safety codes should be followed including the most recent National Electric Code(NEC)and the Occupational Safety and Health Act(OSHA). 3. Variable level control switch 10-0225 used as a control activator,specify duplex(3) or(4)float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. -'- MAIL TO:PO.BOX 16347 0 yl �� IP TO:B3,49 40258-0341 Manufacturers of.. ///fffJ///IIIr/r/��/// , PTO:le,K Cane Run Road ��.�; o Louisville,KY 40211-1961 errrrPua+va sv /959- htrpl/www.zoeller.com r PUMP !O_ (502)778-2731.FAX(502)774-3624(800) 26 PUMP ©Copyright 2004 Zoeller Co.All rights reserved. • • 5017 e✓a/uct or)/0/.6 A Ex/:s6.;.) )rrtde el et/: ki 14.)ell ✓; • Coca drto/O.She %o moo' ca.e;• /14-VD, /a/6 0P ....ommeurAr2 Zz77 �,d e WI" II�� ,Pei ,BP nch»1 a-,e: T a p 0,e e i a. ,z4.24.3 /t?a;'..s . i 5C'-,ned elegy -iO0• t ' 0 ffou Gf ,EA./. 5"6149.2- /-0 6 9 C541 1/0"9 oy. 2556 CC'E.. /et 1r1, 3 ec.?-2,7.-3c/l; /0-0.0/ ■ 6I ) ie.Zou0; of Se..SaSe74-, ecmiour ,t. 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I M ��I '- J � ` 0 1 0 UP 40" 44. -I 4" CAS n m N m - -a I 0 3„ 44„ 6„ m D I- m I W F1 I m " r U) 36" 0 io � r- \ ---71 . • 2 >> m _________ / - . . ra I NJ I V A I (, 0 UP 38" m im N _I ' / Qe. ..■i II t C = iS_, < A v 39" z c)o I D I Cr) -i m v o Z O O x o c r { D> zz *A ° -no t z r ao gm=m 0 a°* i, f.. D G ?D = z xAdz orn X �a v �N 000E lr c p* A O v)> m°0 m>0 . -i • N cmy Mom SD � 0 mzr- w w-1 v1m \ � mrn = O D N v1c c N N 1 0 I 0co r-rn CA•• =oO z � ' KN zz ......-0 ov ao D -I D ID-+ �1r-i0 # =a 0 > .Dt =PN 0 N? NmD 1 D �m��Po0.- TI CO o v > 0 vi xz zm c .prn (nv Dr =0 o ° n 0 0 o v 0 DO -o z 00 m-m(m mp 0a b > 0•< o D 0 rr-M 0 y rr--� 0F> �O rp m -_-I I I 9 r < -r1 z m \ �� = z -1 CO > m on 0 f-� D Wx, C z � 0 co O fn� V1 O o m -i in.-, i D 'DN 0r• OA (n r co Dv) m .. ° K� A0E z ` 11 (/) (/) p m 70 C '- 0 M Oct z I- < 3 - DH r —I r A3 rn 0 \ WLP1200/800-MR m DRAWN BY: SME SCALE: 1/4"=1'-0" PRE-POUR: REV. O -I SEPTIC MANUAL ER C011CRETE DATE: JANUARY 2012 DATE:. POST-POUR: \ z W3716 US HWY 10 MAIDEN ROCK, W1 54750 9 REVISED JAN. 2012 800-325-8456 ALE: 6111200/800-MR p . 3 OeC 7 a 6 t :- .3} w Jet ,-', L L @ K Filters PL-525 EFFLUENT FILTER (COMMERCIAL) Polylok, Inc is pleased to add its ' new commercial filter to its existing i line of quality effluent filters.The PL-525 is rated for over 10,000 GPD Alarm 71 - (gallons per day) making it one of accessibility---- Accepts PVC the largest commercial filters in its extension handle class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the new Polylok PL-525 has an automatic shut off ball installed 525 linear feet with every filter. When the filter is of 1/16° ,, Rated for over removed for cleaning, the ball will filtration slots Z-" 10,000 GPD float up and temporarily shut off the system so the effluent won't k leave the tank. No other filter on '#."t the market can make that claim! Accepts 4"& 6" SCHD.40 Pipe" yr• PL-525 Maintenance: ,. The PL-525 Effluent Filter should operate efficiently for several years ; under normal conditions before ,� '� a requiring cleaning. It is recom- mended that the filter be cleaned ,, I every time the tank is pumped or , ' ,, ^ at least every three years. If the installed filter contains an optional , $ ' alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be `''°'```' _.!� rGasdeflector done by a certified septic tank ,� ' , . Automatic shut-off pumper or installer. ' ball when filter is removed 1. Locate the outlet of the U.S.Patent No#6,015,488 septic tank. 5,871,640 2. Remove tank cover and pump tank if necessary. PL-525 Installation: 1. Locate the outlet of the 3. Do not use plumbing when septic tank. filter is removed. Ideal for residential and corn- 2. Remove the tank cover and 4. Pull PL-525 out of the housing. mercial waste flows up to pump tank if necessary. 5. Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue the filter housing to the 4" or 6" outlet pipe. If the tank. Make sure all solids fall filter is not centered under the back into septic tank. access opening use a Polylok 6. Insert the filter cartridge back Extend & Lok or piece of pipe into the housing making sure to center filter. the filter is properly aligned and 4. Insert the PL-525 filter into completely inserted. its housing. 7. Replace septic tank cover. 5. Replace the septic tank cover. III Of7 ST.CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Larry & Ann Weber Mailing Address 3620 Highland Ave, White Bear lake, MN 55110 Property Address 1401 Hilltop Ridge (Verification required from Planning&Zoning artment for new construction.) City/State Houlton, WI., 54082 Parcel Identification Number 030-2028-90-100 LEGAL DESCRIPTION Property Location Gov't 'A, lot 4 ,�<, Sec. 22 ,T 30 N R 20 W,Town of St' Joseph Subdivision Plat: Na ,Lot# 9 Certified Survey Map# ( q 0 I ,Volume 9 ,Page# 2556 Warranty Deed# 0 7 (before 2007)Volume ,Page# Spec house DyesOno Lot lines identifiable 0 yesOno 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 of pumping out the septic tank every three years or sooner,if needed,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§SPS.383.52(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. Uwe,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 Safety And Professional Services 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 Department within 30 days of the three year expiration date. I/we certify that all statements on s form are true to the best of my/our knowledge. I/we am/are the owner(s)of the property described above,by virtue of a w ty deed recorded in Register of Deeds Office. Number of bedrooms 4 NMilt/ ATURE OF APPLICANT(S) 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. (REV.04/12) Pc cap7 • 111111111111 1iiI]'I State Bar of Wisconsin Form 7-2003 8 C 5 8 9 8 7 Tx:4v4297S TRUSTEE'S DEED 957044 BETH PABST Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI 05/24/2012 3:38 PM THIS DEED,made between Howard A. LaVenture and Lenore E. LaVenture EXEMPT#: NA as Trustees of Howard A LaVenture or Lenore E LaVenture Revocable REC FEE: 30.00 Living Trust dated March 30,2000 ("Grantor,"whether one or more), TRANS FEE: 255.00 and PAGES: 1 Lawrence David Weber and Anne Marie Weber,husband and wife as survivorship marital property ("Grantee,"whether one or more). Grantor conveys to Grantee, without warranty, the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in Recording Area St.Croix County,State of Wisconsin("Property")(if more space is needed,please attach addendum): Name and Return Address Premium Title Group A parcel of land located in Government Lot#4 Section 22,T30 N J PO Box 188 R20 W described as Lot#9 of Certified Survey Map bearing Spring Valley,WI 54767 Document#490279 recorded in Volume#9 Page 2556,St. Croix County,Wisconsin 030-2028-30-100 Parcel Identification Number(PIN) Dad A,ri12:.2012 • v ei 'e. (SEAL DT Howard A. LaVenture,Trustee _• e E. enture, uste-�� (SEAL) (SEAL) * AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE MINNESOTA ) )ss. authenticated on • WASC 1NGTON COUNTY ) * Personally came before me on April 28,2012 , TITLE: MEMBER STATE BAR OF WISCONSIN the above-named Howard A. LaVenture and Lenore E.LaVenture (If not, to me �owa1 to be the per who executed the foregoing g authorized by Wis.Stat. §706.06) ins ument an"ackn edged th `�m THIS INSTRUMENT DRAFTED BY: *i'anya K Seeg f �'! Tanya K Seeger,Closing Agent _} Premium Title Group, LLC Notary Public,Sta e of Minnesota My Commission(is permanent)(expires:January 31,2016 ) .-_. (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE:THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. TRUSTEE'S DEED ©2003 STATE BAR OF WISCONSIN FORM NO.7-2003 *Ty1 tame below signatures. 5 7,,c7 i- ■r ��� 277 Wisconsin Departm-r . r SOIL EVALUATION`RE I?-\ Page WAY of 3 Division of - e l' in .rdance with Comm 85,Wis.Adm.Code A.C.E.Soil&Site Evaluations ('t Attac complete site plan pg gg than:.2x 11 inches in size. Plan must St. Croix includ: but not li�q o: I nd h ontal rence point(BM),direction and percen.slope,sc 1P imems n location and distance to nearest road. Parcel I. . I�030-2028-90-100 (. 9'yo ,-c Pfti�} -.• nformation. Review d B Date Person inform��si'-� .. iT�.'. be used for secondary purposes(Privacy Law,s. 1 m . t/ _ I C 3 ?/ �. 4V'`� , .ay arY P rPos ( Y O( )) V�"'i"�,,�,. �/ l Property y Owner‘ Property rtY Location Howard&Lenore LaVenture Trust Govt.Lot 4 1/4 1/4 S 22 T 30 N R 20 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1423 Mani St. 9 na CSM Vol.9, Pg.2556 City State Zip Code Phone Number J City _J Village l Town Nearest Road Saint Joseph I WI 1 54082 I 715-549-6696 St.Joseph I 1401 Hilltop Ridge 1/ New Construction Use: IA Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement J Public or commercial-Describe: Parent material Glacial drift over weathered limestone bedrock. Flood plain elevation,if applicable Na General comments and recommendations: Site suitable for mound system. Recommended system elev.to be=99.25'at 15"above 98.00'contour. t 1 Boring# J Boring ✓_f Pit Ground Surface elev. 98.36 ft. Depth to limiting factor 30" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell _ Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 10yr3/3 none Ifs 0 ml cs 3fm,2c 0.5 1.0 2 12-30 10yr4/4 none Ifs 0 ml gi 2fmc 0.5 1.0 30-41 10yr4/6 f2f 7.5yr4/6 Ifs 0 ml gi 2f,1 m 0.5 1.0 4 41-52 7.5yr4/6 f2d 7.5yr5/8 Ifs 0 ml gw 1 of 0.5 1.0 5 52-62 7.5yr4/4 c2d 7.5yr5/8 stat. Ifs 0 dl - - 0.5 1.0 2 Boring# .J Boring Pit Ground Surface elev. 100.38 ft. 22" in. Soil Application Rate !� Depth to limiting factor pp' 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 1 0-10 10yr3/3 none sil 2fgr mvfr cs 2fmc 0.6 0.8 2 _________—_,10-22 10yr4/4 none Ifs 0 ml cw lfmc 0.5 1.0 3 22-30 10yr4/4 f2f 7.5yr5/8 Ifs 0 ml ci Ifni 0.5 1.0 4 30-36 10yr4/6 none LSBR fractured hard - - 0.0 0.0 *Effluent#1 =BODS>30<220 g/L and TSS 30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) S nature- CST Number James K.Thompson . l ' ' — 3602 Address A.C.E.Soil&Site Evaluatiol Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 54020 3/19/2012 715-248-7767 V, Property Owner Howard&Lenore LaVenture Parcel ID# 030 2028-90-100 Page 2 of 3 3 Boring# J Boring J✓ Pit Ground Surface elev. 94.44 ft. Depth to limiting factor 29" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 3fm,2c 0.6 0.8 2 10-29 10yr3/6 none Ifs 0 ml cw 2fmc 0.5 1.0 3 29-4410yr3/6 f2d 7.5yr5/8 Ifs 0 ml aw 1fm 0.5 1.0 ` 4 44-64 7.5yr4/4 m2d 7.5yr5.8 sl lfsbk mfr - If 0.4 0.6 � II # J Boring 4 Boring Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 33" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 3fm,2c 0.6 0.8 2 10-21 10 Y r3/4 none sil 2fsbk mvfr cs 2fmc 0.5 1.0 3 21-33 10yr4/3 none Ifs 0 ml ci 2f,1mc 0.5 1.0 4 33-42 10yr4/6 none LSBR fractured hard - 1vf,f 0.0 0.0 Horizons#2&3 contain approx 40%cobble&stone. 5 Boring# -J Boring /f Pit Ground Surface elev. 104.32 ft. Depth to limiting factor 67" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 2fgr mvfr cs 2fm,1c 0.6 0.8 2 8-24 10yr4/6 none lvfs 0 ml gw 2fmc 0.4 0.6 3 24-44 7.5yr4/4 none sl lmsbk mfr cw lfmc 0.4 0.7 4 44-67_ 6 none strat.lvfs 0 ml aw 1fm 0.4 0.6 5 67-98 7.5yr4/6 c2d 7.5yr5/8 strat.lvfs 0 dl - - 0.4 0.6 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<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) A.C.E.Soil&Site Evaluations 1 . p '/, , II 50i/e✓a/uat-6or)/Pi e. Ex/36-6 �cade e/e✓: se ccJe1ldi • koca_fcd r9rop.she. ro.cijorrarlo roper Cy f1///to%o _____ •Per d 2.7_77 ,moo a.)�r0411%. ..2ore La liesr6u.nc ienc.h s• ..o /o1 /�/ /✓1C1�nS� fE5li•/ne_ci¢.14Vc -/6D.G47/ Q iku.L 'l,i.Jl. 5-6/C52 i-o t 9, C-541 daP.9 o9 6 255 Co'E. /of Sec. -2,T. 30/l; /U0.0' Q,2040;771.01c.56-joSe/04-, r, �oiour 6i ■ ,t. Croig Ce.,0/. I ,0 /. 1030-.Mae'AV-1.0 \ ` ` \ .''P''' 6e 3.0$(3 4CteS.0 1 C.T \ \ ` \ \ \ \∎ \ \ \ .. \ \ \3j \ \ \` T\ \ a3 ! \` \ \ \\ 11 . \ \ \ 1 \ \ /270,2,-> a \\ \\ -6iro� L\Sys{�,, \\\ \\ �\ BS Loc� o�\ \� \ \ • ■ `\a- \\ \\ yyti/.id� at 1 Propo d bu;Win9 1 \\ \\ 5;t2. /o5;4.5-'v ■ \ 1 1 (0.(1‘ 1 1 l , 1 1 emo 94.0 i SBA/eon-four' I I / Pq.3o 3 c <//6%SO I I— Lroix • Building. Permits Site Plan Form (See reverse for check list and sample) 1810 Crest View Drive, Suite#1 C Hudson, WI 54016 715=377-2152 =SCALE 1"- ioe ' GARAGE 6 .,,. il LOT 1 0 ( ° 2 6 ' E 1 t4 ES 0,1, I‘0) ` , 9 l kj'f NOTE : "- EWA , -, .".ta , F+ r . z f €11-- k. ai _ lip / '>°() " w—PliWr4 6‘ , W , j .. ....... LOT 6 N. , yr ---- , t 1 ....,,IV . 6Pi766J ..� O. 1 PART OF r --- 0-- ....... ....... ........... ...._ '- ' c s m-- VOL .13 , P . 822 -T - kt Name and Property Address: /4-"Y o11d Aim-e, we,ter' /410/ JI///lLo/o fii`c6-e, S7, Jos- o/l I certify that the above Site Plan is a true representation of this lot and accurately shows all dimensions, easements, and proposed and existing structures on said lot. Any deviation from this approved Site Plan may void the Permit. Signature of Owner/Builder or Contractor: �S t� �'i OW'?` i�`ie"' Date: g-3—/3 9 Gi 7.."' D M OCT2I199Z 8 il) ,, Z JAMES 0 0 ricgister of Deeds •,Wt 490 (9 CERTIFIED SURVEY MAP 9-2556' ti a LOCATED IN GOVERNMENT LOT 4, SECTION 22, T3ON, R2OW, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. 41\ S1/4 CORNER CENTER OF UNPLATTED LANDS SECTION 22, SECTION 22 T3ON, R2OW S . T. H . "35" & "64" o -'EAST LINE OF GOVERNMENT LOT 4 w —1 - - - ' - - _ NO°35'20"E 743.60' y '1 S .T. H . 0 580' 52.43' 0°10'20"E o in -r 136.4'?' __ 6 0 30 -►' CENTERLINE GOVERNMENT LOT 4 BEGINNING I 8 7 ' °o ~1.30' ,( —\ o '`� S.T.H. �_ "64" w n -CREAM _14.1) �1 R- Gs LY ` w� �I - -^ STOR — f ^ LlN�T, F `n _ Ay ognt X1 $1 ^ I"' _ I P I ZI M REMAINS OF HOLCOMB'S '0 NI •- C :QQIINi'trf L--�♦I `^ SUPPER CLUB .1- I� wI �,�•P DESTROYED BY FIRE w I (DI cfo I NI to LOT 11 STEEL o HI ml I o-I H- I� SHED X ° al a1 I H .I Ni cri z NO 26 06 E oU, I I z JI JI jg 496. 17' � 8X >I ar ,vM�sN ————--——---0!g GARAGE S rA�t I ;^ . �nT 10 N NO°26')Ef--♦ 8 ¢I 2I �I /1°40'20'�E � 250.00' 8 2E I (Ni r 1--1 130.00 R� ^ wo �•- >I -JI // .. ..._ .NOTE: I .EWAY oO ,.\ o 4.1 w1 ~I cI • / E ROACJES 'ti 3 �I �I \� 'X W I od ,n;1/0 ,:•))‹ 1 4-10' .ho LOT 9 a (/)1 (Ni o �-' ♦•- -- — — w I S 1 57'40" / © °p moo' : w H w I w I w •---� I`)j °41. 4° x o I z o ,_-•I QI< 1 121.07' O R=80' -- \ •`'�2 l© o r• ,-1 m w ,-1I �I H �- w N � I—I� LOT 4 \` LOT 6 ▪ 5 ° `nX w1 °�cl cc L)CO I C . S , M , � C . S . M . I ��.0, R„ `Y' 158. 04 w _ UI _ r� - VOL . I V''��GE _ I r--6•--___ ¢I°>I I P . 822 I PART OF I C , S . M. VOL .3, P 822 r---- I 1 —LOT 3 { LOT 2 1 (UNPLATTED TRUE BEARING I C . S. M. I _LOT — I LOT 1 V. 3, P. 822 I LANDS LEGEND S ST. CROIX COUNTY SECTION CORNER MONUMENT, FOUND. • EXISTING IRON PIPE. O 1"X24" IRON PIPE WEIGHING 1.68##/LINEAL FOOT, SET. ■y 2"X30" IRON PIPE WEIGHING 3.65#/LINEAL FOOT, SET. WISCONSIN D.O.T. RIGHT-OF-WAY MARKER, 3/4" REINFORCING ROD WITH CAP, FOUND. - ---•-•- 66' ROADWAY EASEMENT GRANTED TO THE OWNERS OF THE LOT DESCRIBED IN V. 879, P. 128 -• - •- CENTERLINE EXISTING DRIVEWAY. BUILDING SETBACK LINE. OWNER AND SUBDIVIDER X\ RAILROAD SPIKE, FOUND. V. STUDTMAN, INC. HIGHWAY 35-64 x X EXISTING FENCE. HOULTON, WISCONSIN 54082 715-549-5578 THIS INSTRUMENT DRAFTED BY CHRIS NEPERUD PAGE 1 OF SHEET 1 OF 2 SHEETS VOLUME 9 PAGE 2556