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HomeMy WebLinkAbout018-2011-89-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 574380 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: Village X Township Parcel Tax No: City Ranweiler, Patrick Hammond, Town of 018-2011-89-000 CST BM Elev: Insp.BM Elev: Description: r Section/Town/Range/Map No: 9 3. 9 IBM IJ GS 1 30.29.17.1101 C TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic Z Benchm rk U9G� F.� 1060 �- Dosing D"-e–N D0 Alt. Br-'(1-�. -5. 7 97 . z Aeration Bldg.Sewer e�,... F�l jam,`, 7. 3 Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO .1 PAI — S e p -75 q9 WELL BLDG. Vent t Air Intake ROAD Dt Inlet Septic � Dt Bottom i5 �lA- `f Dosing 75 AM- _ Header/Man. .7z:5 9S-�O D q / Aeration Dist. Pipe 7.zs Holding Bot.System [v-14 -5 f �C Final Grade 7 PUMP/SIPHON INFORMATION Mai nufacturer D Demand St Cover Z �I Lam- Cal 6- 7 ed Model Number ,Zq � o 1 u $� C' L 5 1 z T TDH Lift Friction Loossw System H _ad TDI Y? Ft Forcemain Leength Dia.;Z << Dist.to Well ,t )^- SOIL ABSORPTION SYSTEM /vfT BEDITRENCH Width Length No. Trenc s PIT DIM NSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS z le SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION T e f S stem CHAMBER OR Y Y r (� Zb /O` A //� UNIT Model Number: G�(� J �VY'r"' DISTRIBUTION SYSTEM AJ.DP `e -- Header/Manifold Distribution ( x Hole Size / x Hole Spacirjg Ve o Air I e Pipe(s) ¢O S Length Dia Length V D Dia Z Spacing � 3Z z SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx M ed Bed/Trench Center 5 Bed/Trench Edges Topsoil 1 1 --` Yes No No COMMENTS: (Include code discrepencies,persons present,etc.) Inspection#46 /�/-I Inspection#2: Location: 1544 78th R be s,WI 54023(NW 1/4 NE 1/4 30 T29N RI 7W) Emerald Acres 1 t Add Lot 89 J Parcel No: 30.29.17.11010 Ave FI Goy4, 1.)Alt BM Description= b C.'k b a p 2.)Bldg sewer length= 9 t -amount of cover= 15 3 Plan revision Required? 0 Yes No ' Z�Ft� [43 -i�§] Use other side for additional information. Date kinsep Ce rt.No. SBD-6710(R.3/97) TOTAL DYNAMIC HEAD,/CAPACITY PER MINUTE HEAD CAPA. CURVE EFFLUENT AND DEWATERING Cr r MODEL 52/ 53 �— ts3 J cn � MODEL II i52 �I ww I Feet meters I Goi. Liters Gol. , Liters ! 50 — I t 5�-- ';I 2,61 I 77 I 291 ---; — 153 0 3.1 1 61 231 j 70 265 , 12 40 152 i5 4 6 '` 53 I 201 I 61 231 i 67 I I 52 , 1:97 a i 20 6. 4r I s 25 1 7,6 I 34 I 129 ; 42 t 59 v 30 — R7 z3 125 1 J1 ?.1 23 2 __`— –--- ¢ 20 qC 2.2 ! 42 p I ------'--- -zp,� .-- (il,F-n),44�n rr (•2,4rrJ 4-1 i 10 I I 0 60 80 100 20 40 GALLONS LITERS 0 80 160 240 320 - 3 27/32-"1" --�~c s/e FLOW PER MINUTE 27/172 CONSULT FACTORY FOR SPECIAL APPLICATIONS ® 3 27/32 •Timed dosing panels available, e j •Electrical alternators,for duplex systems,are available and supplied with an alarm. •Variable level control switches are available for controlling single phase systems. •Double piggyback variable level float switches are available for variable level long and short cycle controls. – •Sealed Qwik-Box available for outdoor ins,allations.See FM1420. •Over 130°F.(54°C.)special quotation required ---'I ,2 1521153 Series ��� –--- 1521153 MODELS c(-7-mtrol Selection � 41 s -SLIT-1 Du lex I Model YoltsTPh Mode Am - -1 sKZO 3 N152 115 1 Non 8.5 w 2or BN152 115 1 Auto 8.5 Included I 20r3 _t E152 230 1 1 Non 4.3 1 I 2or3 1 BEi 52 230 Auto 4.3 Inclined 2or 3 N153 115 1 Non 10.5 1 2or 3 SELECTION GUIDE BN153 115 1 Auto 10.5 Inclined I 2or 3 back variable level float 1 Non 5-3 1 2or 3 1. Single piggyback variable level float switch or double p ggy BE1 230 5 3 Included 2 or 3 8E153 2�1 t Au switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. duplex 3 p CAU710N qualified All installation of controls,protection devices and wrong should be done by a q 3. Variable level control switch 10-0225 used as a Control activator,spec fy P i licensed electrician. All electrical and safety codes should be followed including the most or(4)float system. recent National Electric Code(NEC)andthe Occupational Safety and Health Act(OSHA). RESERVE POWERED DESIGN For unusual ecnditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O.BOX 16347 Louisville,KY 40256-0347 Manufacfurersof.. SHIP TO: 3649 Cane Run Road a Louisville,KY 40211-1961 QUQL7TY/-UMP9.liNCf �i7Jil / 1.1 800 928-PUMP z ns- 273 ) ( J ,. 624 httP;//wwyv.zoell er.c o m �al1/IijP `,O, FAX(502,774 3 ©Copyright 2000 Zoeller Co.All rights reserved. PLOT PLAN PROJECT Patrick Ranweiler ADDRESS 308 Wildwood Circle Roberts Wi 54023 NW 1/4 NE 1/4S 30 /T 29 N/R 17 W TOWN Hammond COUNTY SYSTEM ELEVATION 95.0' 8/17/14 3 DATE BEDROOM CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100° Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark 3.27 Acre Parcel Property Line All piping shall be SDR 30/34,within 10' of tank,piping shall be Schedule 40. Lot was repIatted, this drawing reflects the new plat dimensions Area 15' below system is 270' Scale =1 /4" = 10' to remain undisturbed 94' B- 1 IF 95 96'97' Tank is to be properly bedded and 98' provided with Iockdown covers with approved warning labels 9% Slope 'hr,+e l l is to meet al I DNR setbacks B-3 B.M.A Pro 3 Bedroom Huffcutt House Combo B 2 Tank 654' Property Line 654' Property Line Gradi ng is to be done o divert 78th Ave run-off away from stem �tr� County Safety and Buildings Division ��-- "� 201 W.Washington Ave.,p.0.Box 7162 Sanitary Permit Number(to be filled in by Co.) Madison,WI 53707-7162 6�, Is 0 o� State Transaction Number Sanitary Permit Application s tj Wis.Adm.Code,submission of thus form to the appropriate govermnuttal unit In accordance with SP3 mg a s2), p is required prior w obtaining a sanitary plaint. Nobs:Application forms for state-owned ppyVTS"ate suilumitrad to Project Address(if difiraent rhea�add=s) ^ . the Department of Safety and Professional Servies Personal information you provide may be used for secondary � 1544 76 in ice with the Pri Law,s.15. 1 m Stats. / �V L A lion,,Information-Please Print All Information pzacei# / Property Name 6 property Location Property Owner's Mailing Addr= G -� I Govt.Lot D Zip a Phone Number / s '. Secti State (/ Lot# II.Type of Building tha (check all t apply) Subdivision Name way Dwelling-Number of 13ei» 4 BI /'ci. Z�11`) ❑Public/Commereial-Describe Use ❑City of CSM N� P 5u5 ❑village of ❑State Owned-Describe use v0 `'Z f J > own of ozz III.Type of Permit: (Check only one box on line A Complete tine B if applicable) �6 A. tern ❑Replacement System 0 Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System(explain) B. ❑Permit Renewal ❑Permit Revision ❑Change of Plumber ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV.T of POW'TS S stem/Com nentlDevice: Che_ck/�all that a 1 �Non Ptessiuinod In-Ground Pressurized In Crotmd�At_Gradc ❑Mound>24 in.of suitable soil ❑Mound<24 in.of suitable soil ❑Holding Tank [I other Dispersal Comp—t(explain) _~� ❑pretreatment Device(explain) V.Dis ffrea ent Area Information: Dispersal Area Reed Dispersal Area Proposed f1 S J� n Design Flow(gpd) Design Soil Application Rate(gp f) Capacity in Total #of Manufacturer i e VL Tank Info i Gallons Units Ll Gallons /�. w c t1 g New Tanks Exwmg Tmms Septic or Holding Tank !N Doug�� VII Responsibility Statement- the undersigned,asmm bitty for installation of the POWTS shown on the attached plans. Plumber' WIMpRS Number Business Phone Plumber's N (Prior) � ' 's city,S Zip oun /De artment use Onl t Si Permit Fee Date Issued Issuing gnaue proved sapprov en Reason for s �Z`J' .A° '7//4,//4 IX.Condid6 ns.for Disapproval 3, 111 'Septid'tank,effitt7ant filter and E= �✓ dispersal cen must all be Set&Is I n�tatMA C i per management plan provided by plumber.; 2. A# ��must-br'maintil4d as pK code'7 ordinaaltss. Attach to cempkce plans for the system and submit to the County only or PAP- lass than g in z]1 inctaes in sae I SBD-6398(R 11/11) ► QEpARTM�cN l DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 l GREEN BAY WI 54304 4 �K Contact Through Relay www.dsps.wi.gov/sb/ www.wisconsin.gov h A�OssioNt+vS� Scott Walker,Governor Dave Ross,Secretary September 11,2014 CUST ID No. 226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/11/2016 Identification Numbers Transaction ID No.2452626 SITE: Site ID No. 805529 Patrick Ranweiler Please refer to both identification numbers, 308 Wildwood Cir L above,in all correspondence with the agency, Town of Hammond St Croix County NW1/4,NE1/4, S30,T29N,R17W Lot: 89, FOR: Description: Residential At-grade-New Constructon Object Type: POWTS Component Manual Regulated Object ID No.: 1500464 Maintenance required; 450 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade; System(s): At-grade Component Manual,Version 2.0, SBD-10854-P(N.03/07,R. 1/12),Pressure Distribution Component Manual- Ver.2.0, SBD-10706-P(N.01/01,R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. 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.145.06, stats. C The following conditions shall be met during construction or installation and prior to occupancy or use: Key hems(s)-POWTS Design Approval E T • This system is to be constructed and located in accordance with the approved plans and with the'Pressure p FED Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P Q N 0 (N.01 i01). • TZis system is to be constructed and located in accordance with the approved plans,and the"At-grade Using Pressure Distribution Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10854-p- P(N 03/37). E • Fence off dispersal(at-grade)area during construction to avoid disturbance and compaction. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses,leaves and shrubs need to be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. SHAUN R BIRD Page 2 9/11/2014 • Prior to construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil.Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4-inch wire, the site is too wet to prepare.If it crumbles, site preparation can proceed. If the site is too wet to prepare,do not proceed until it dries. • ?rovide upslope surface water diversion around the at-grade dispersal component. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection,evaluation,maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the PCVW'T S described in this approval. • Provide a copy of the approved POWTS plans and this letter to the owner. A copy 3f the approved plans, specifications and this letter shall be on-site during construction and open to inspec tion�y 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 cons�raction/instailation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should condi'icns arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review shall reli;,ve 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 �othe4 w>'a'r responsible for the installation,operation or maintenance of the POWTS. Fee Required$ 250.00 Sincerely.,^1 This Amount Will Be Invoiced. CWhen You Receive That Invoice, ark S;Fino . Please Include a Copy With Your POWTS astew Specialist, Integrated Services Payment Submittal. (608)514-1189, Fax: (608)267-9566,M-f 7:OOAM-3:45PM WiSMART code: 7633 mark.finger@wisconsin.gov cc: Edwin A Taylor, Wastewater Specialist, (715)634-3484,Monday-Friday 8:00 am To 4:30 pm Note: Effe_-tive 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. Cover Page AUG 2 0 2014 INDUSTRY SERVICES Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 8/17/14 Owner:Patrick Ranweiler Location:NW1/4 NE1/4 S30 T29 N,R17W Lot 89 Emerald Acres 1st. Add Hammond Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01/01) Page# 1. Cover Page 2. At-Grade Plot Plan VDITlONALLY 3. At-Grade Cross Section APPROVED 4. Pipe Cross Section/Pipe Layout SAFETY AND SIO AL SERVICES 5. Pump Chamber Cross Section IND ERVICES 6. Pump Curve 7-8. Maintance and Contigency plan I 9-11. Soil test CORR P ND 12. Filter Specifications Shaun Bird Signature License number 900 PLOT PLAN PROJECT Patrick Ranweiler ADDRESS 308 Wildwood Circle Roberts Wi 54023 NW 1/4 NE 1/4S 30 /T 29 N/R 17 W TOWN Hammond COUNTY SYSTEM ELEVATION 95.0' DATE 8/17/14 BEDROOM 3 CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 900 # of chambers none IL BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark 3.27 Acre Parcel Property Line All piping shall be SDR 30/34,within 10' of tank,piping shall be Schedule 40. Lot was repIatted, this d raw i ng reflects the new plat dimensions Area 15' below system is 270' " ' to remain undisturbed 94' 8- 1 95' 9697' Tank is to be properly bedded and 98 provided with lockdown covers with approved warning labels 9% Slope Wei I is to meet al I WDNR setbacks B-3 B.M.* Pro 3 Bedroom H uffc utt House Combo B-2 Tank 654' Property Line 654' Property Line Grading is to be done to divert 78th Ave run-off away from system Jkt-grade System Sloping Site Cross Section and Plan View E i� 1 Dimension Feet '►4.4.4 4 4.4.4.4.4•h•4 h 4•;•}•!�.4.h•4• III;•;•;• 4.4.;•4.4.4•Yh•;•4■4K•4.4.4 A �' r j•r.r•i.r.'{i.r +�r.f.j•f.rar.r.rM rtirfi:tirtirtir��4rtif'jtirtiftifr�y»Litiiti:4i4 . .•4+4.4 4.4 L 4 ti 4 p 4 4;•4 4.4 4.4 r}1•jr•�•r•r•�.:•j■ Sr r .�+I'■ •r•j.� 1►�- ,,i'■r•,A.r+�'•r+r}r•r•r,j■r■r.r.r•j■j• 4.4• ;•;.;.•.'�.■4.4 4.4.4► • �ti4•�,�,�ti■ ■ ■yL t L L•4•L+}'�•ti•;•;■;•;d�•;+; B j.j.j}}.r+r•j•£rY.}•r.r r•r�r?' .N •'�r�l' •r •j•f■l•r•! r•r r•r•r r•r•r•r•r•r• � ' ;w;.•j ti6.4.;'x.4.4.4■;.y,}} .} }. ; ■;+L•...4.4■4.L'i';.L■4. 1•'t.ti•;•4■4•4 4 r.r■r j•r•r•j■r•r r r■r•r•rr j•r r rr r•r•j•j•j•r•r•j•j•r+r r•j•j•j r j•r.'■i'+ 1/6 B ZS 4 h•4 4 h•}•4.4�•{.L+4•h•4.4•;•h.h• 'L•L.S■L•4•�■4+4■h•'�• •ti•'�•L■•�.�+4.L•'■ f•1•j•r•J•r r•r• •r•r.r•j*j•r•t•r•rM }' r•j+j•r•r•r r•r•j•r•r •T r•r r• ' •;•;,L.'L•4■b■4.4•'"`•L•++•L•'yL•4.h.4•�4•'..•4 hiti ••.••4•L.'L�L.;.;.;■;.4.;.;.'�.;++..;•L•�i•4 •r•r•r•.••{•r.r.j.r.j.r■r•r•.�'•r.r•r•r r I•r•r+rM■r. ■r■r.r.r•1'•j• ■ r+r•r•r•r•r• W 'L.;.;.'L.L•L•L•4►;.L.L.;+L.4+4•^•4•L• ►.' •4•h•h'y.'•L.L....'�r4+;.;•;�4{4,•;•4•L•4•4•4 I A ' j.j.j.j.r.j•r•r•r•r•r•r+r•t•t�'rajMr• •r•j r r•r•r•j•r•j•r+r•r•j+j•r•r•r•r•r+ ;.;.L.;.;.4.4.4.4.4.4.4.4■4••L 4•;■4•}•4•'L•'L�i'■5�+1•h.L.;.;.L.;.;.;.;.;.;.h•La4.L•4•L j.r•j.j•j•j•r•r■r•j•r•j•r r•r•j•r•j" j•j.j•r.r■r j•r•r•r.j•j•j•r•j•r•r•j•j•r•r•r•j• 4.4.4• h•4+4.4•L•4.4•L.�.;•4.4•;,;�;•}•;•S+;•;•4.4•h 4 h";•;•4.4.4•;•S+h•h•4•h•4.4 ( D 2.0 r•r.r.r}r.r•r•1'•j•j•j•j•j• j•r•r■r•r•r r• r•1'•r•r•r•r"r•r•••,J''r'r.r.J•r•d'• 4.4.4.4.4+L•4•h.4.4.4.4.4;.4.4•4.4•L•4•4��•4• 4�•4•4•h•L•4•4•'L•h•} 4•'4•'•'4■L'L''L r•r•r•r•j•r•r•� r.r.r■j•rM•j•jM.r•r•r•r■ r•r• j•j•r+j'r•j•j•r•r•r!•r•r•r•r•j■r• 4.4•h•4.4"4+h h•4•h•4.4 L•4.4.4.4.4.4•L•44.h• tK•4.4.4.4.4.4.4.4.4•"�4•h•4+L•4•L ' E 5.0 •r+r•r•r•r•r• +{'aM1r•r.1'•r•r•j•j•j•j•j■jar•r•r+r•r•r r r•r•r•r•r•j•r•r i•r•j•r•r•r• 4.4.4.4.4KK 4''�4.4.4H•;•;■4.4.4.4+}•4•}•4;.;•;•'�•�'K•4.4.4+4.4 4.4.4.4.4.4.4.4 r.r.r•r•r+r•r•r•r•t•r+J r+r+r+r•r• r. r•j r•f•r•r+ j•r•.•••r.r•j•r•1•r•r.r•J•r.j+r• F 0.5 ;•4••.•4.4•L•4.4.4,h•;•h•;•4•;+;'rr'4.44•4■;•4+4• 4 4.4+ 4.4+4.4.4'4.4.4.4.4•'1.•4•'4 � f}j.j.r•r• j r.j.r•r•r.r•r•r•r•r.r.r. .j.r■j•r.r}j.j.j•a'}�'.j+r.j•j.r•r•r•j•r•j•r r• h•4.4.4•;�,;•'�• •4• K•4•ti•4+L•4.4.4�4.4.4•�'�4.4•h.4.4.4.4•L.4.'L• i•4+4•L•4+"�•4 �'yiyr•Lry�'4■''Lr4. .Si}L�1i'.'N•�4'�•�.�ti�'�'+Sj'r�N4��Li4�4 ti�1N4�ti�4�'t :ti:.'.:'L:{iL:+■:i. G 1.0 E ♦ - 1/6 B i W 22-- `'* - - - - - - -• - - - - - - - - - - - - - - - - - - - - - - - - •• � E L B L L 10 % Slope -1 =Plowed R = Clean aggregate 0 =4 in. sch. 40 pvc basal area rtifti '/z to 2 %2 in. dia. observation pipe Lateral with 2" Topsoil Cap aggregate over pipe Observation Pipe Geotextile G With Cap Fabric r•r4jyj. 'j�S S Ft Lateral Invert j■1"}r+r• r r•r r r r•r r r �" 4 4• '•4•;•4.4.4.4•h*4.;.4 Topsoil Cap �•r r• •j•d'• •t• J 41'r•r•r•r•r•r•r+r•r• ��e •4 �h•4+4 4+ S•L• •;•4•}•}•x.•4.4 U. L j rr}r.� r•rsj. r r•r•r}tprpt .j r•r•r•}•r • j' ,f,,7 Ft Contour .. r r.r r r r•r.r L 4 4'.•4.4.4.4;s4 4 nr '.: :r:r:r:r:r•r r r t•r,r•jM J+j•r r �a. x:` Tom---D Plowed Surface^ C Slope Direction _i► GENERAL INSTALLATION: The at-grade area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The basal area(L x W) is staked out and plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a 1/4 inch soil wire when a sample is rolled between the palms of the han ds. The A x B area is covered by clean aggregate deposited overhead by a backhoe. Special eare must be used when placing the aggregate to minimize compaction of the plowed surface. After,the topsoil cap is placed, the entire at-grade is seeded and mulched to promote vegetative gto , limit erosion and protect from freezing. The observation pipes are perforated in the lower 6 inches and secured in place. 03/051gj Page of Pressure Lateral Layout One Lateral — End Manifold 4— Threaded Cleanout Force Main Lateral Turn-up --10 Plug X --� L Long Sweep 90 Bend Pressure System Construction Distribution Network Specifications Lateral Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter In. pipe. Orifices are drilled perpendicular to X Orifice Spacing) In. the pipe with a sharp drill bit and face down. L Lateral Length) Ft. Lateral turn-ups terminate with a threaded Force Main Diameter In. cleanout plug and are enclosed in a 6-8 inch Force Main Length ('j Ft. diameter lawn sprinkler valve box accessible from finished grade. 0000 • Grade 0000 • • ::Q : :::: ::: ::::: 0000 • • • 6-8 Inch Lawn Sprinkler Valve db Box 03/05lgj Page of Septic-L)ose Wank Cross Section And Pump Performance Specifications --- - — Pump Manufactuzer --- Tank Manufacturer p ---- Tank Model Number Pump Model Number Total Tank Capacity 1430 Alarm Manufacuum -�-- _. Max. Bury Depth 9 Alarm Model Number D Switch Type f iasz, C- Filter tMot::Number acturer 2 Total Dynamic 1-iead(TDH) Feet Filter Elevation Head --- Distal Pressure 3, Network Loss Minim_iun Pump f erformance Required Force Main Loss -- GPM, -� /—�S—3 Ft TDH Total outlet Manhole Min. 4"Above Grade With Looking Device. inlet Manhole Manhole Min.4"Above Grade <6"Below Grade Sealed Watertiaht Securely Mounted With Locking Device Weather-proof i Junction Box --- •. �. -- -- Finished Grade Vent Min. 12" Disconnect Above Grade Means With Vent Cap Outlet Filter Inlet Inlet Bale Switch and Reserve Capacity :` A ''/a„ :,:; _Tank Volume= GPI Weep Dimension; Inches Volume Gal. B ` Hole (reserve) A; %� X. B, 2 � Off Elevation C (alarm) ..f. _ .— X(dose) C Ft r, Bottom (dead) D. D �3 O Ele�vatiion �.. Total F1 •t.!-rrrt-,r,'c�l'a.,. .., a.,.t.i 1 t./a..,. �fl:. .I ,f f;.;1 r..,.; s I h s I s >r. •r• •{•Y•{•f•{I.1{<Y•I•:!•i•I•::i I•{•:::.•�,.•,•••a••..< ••< < i:1�•.•1•a •, ::1:• I a, <I,t a i t,<,•,t::::a. ,t•1,a t 1 a•I.a I t/1 1 t a t'1<i•/•t:1 1•:t•::{•�1::•::a•t GENERAL INSTALLATION: The septicldose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Maximum depth of bury as speaifted by the manufacturer may not be exceeded without poor approval. Manhole covers exposed to grade have an effective locking device(padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Electrical service compiles with NEC 300 and Comm 16.28, 02/05 U' Page of Waste� x SEA!-40 series 4/10 hp Submersible Effluent Pump, 3/4" Solids Construction Flow-Uters/Minute o so 100 150 200 250 300 Cover Epoxy-coated cast iron 35 X - y 30 10 u _ 9 Impeller Material Thermoplastic Elastomer 2s s t { 7 � 20 6 m Volute Epoxy-coated cast iron Y' 'a = 10 3 x Mechanical Shaft IVlttile with carbon and Seal ceramic faces 5 y 0 0 Shaft Steel 0 20 40 60 80 No, 1 sr F ow-Gallons/Minute MON" „I" . . A50' {--tW�� . -k F 80' 8.15• + 9.15' 6. i 6e0` 1.58 9.50' SEN-40-AF SEN-40 Specifications WIDE[ NCI 0i N1 N"3 HP JOLT� "A.ZF RUNNING PERFORMANCE(GPM) SHUT 0FF �ORD VVEK'w ' SEtd-40 $ 9211 4f10 115 y1-1/2"FtJPf 91920 80 70 80 45 25 32 14 20 26:5 1750 4 20 27.8 1750;.; SEPt'4{►-AF 5092'13 4li�D 115, V i-1/2$PNP'1' 9!920 80 70 60 45 Franklin Electric 400 East Spring Street,Bluffton,IN 46714 Tel:260.824.2900-Fax:260.824.2909 Form:996199 7-11 www.franklin-electric.com �I Page _of property Owner_ `^ --------- Parcel ID tf—�a f ----- -- - L—flBoring Bo rn,g# It. UepOt W GnHGng tactur —in. o n rn,Rate �it Ground surface elev.9�• Hotizon Depth DorninanlColor RedoxDescxiption Texlwe Structure Consistence Boundary RO°� •EftlIGPD 'E11#2 in. Munsell Qu.Sz. Cc Gr.Sz.Sh.xtL Color _ — �_� �O - -- Bonny — _ -- ring# 0. Ueplh to litnitiny(actor_—_____—in. Pit Ground surface elev. 5011/Application Rate lloriza, Depll► Dominant Color Redox Description Texture Stucture Consistence Boundary Roots GPDl1F Gr.Sz.Si,. 'Elf#1 'Elf#2 in. Munsell Qu.Sz. Cont.Color - fBoring# Boling Ground surface elev.___--_—It. Depth to limiting factor__-_-_._-___in� r-Sol El Pillication Rale Horizon Deptl, Dominant Color Redox Description Texture Structure Consistence Boundary Revels GPDIf Eff#2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. _ •Effluent 41=BODs>30<220 rng(L and TSS>30<150 mgtL 'Efiluent 112=BUDS<30 mg(L and TSS<_30 mgfL The Departinent of Commerce is an equal opportunity service provider and cn►ployer. if you need assistance to access services or need material in all alternate fom►at,please contact the department at 608-266-3151 or'ITFY 608-264-8777. SAD-N301R.Or1011r Wi­cons'n Department of Comnletce SOIL E=VALUATION REPORT Page___of_3 Division of Safety and Buildings in acx:ordarn.•e wide Comm 05,Wis. Adin. Code Counly Attach con Iele e ii 12 x 11 kwhes in size.Plan nwrst ---- rd�x ----- — Include,h-it not itedl 11 1 ntal r mice point(BM),direction and Pawrl I.D. ^� percents lope, ale or dimensions,non 1 arrow,ai location and distance to nearest toad. 0ef�a��r� �/btf rinadon. f iewed b DaJte Petwnal lnhxnt ton your provide may a aecon ary pinpoaea iv 1 y Low,a.15.04(1)(m)). `�/✓v v t^�' ///� Properly Owner ST.CROIX COUNTY o l y)oc Iron , / "' -7 Z IN f(�WI1 �� S ,�1 T G 7 N R E(n W Property Owners Mailing Address " 0 Lot# Bruck# Sulxl.Name or CShi# 135---> l lee \.C_ lam j \ Gnevc,_O Au,-_5I City State IJp Code Phone Number ❑City ❑villaye ctlown Nearest Road 'New Construction Use.[S�Residenlial/Number W bedrooms_3 `� Code derived design flow rate___�fSl� w GPD ❑Replacement ❑ Public or commercial-Describe: Patent material_— _ _ _ �/.� ___ _ Fiuod Plafn elovalion-f ap licab Gerleral ds�. s ST z mn e.(e J, y 3. U ��?��!'h e�2'1✓L✓l,BT ar connnendalicx s: oring# ❑ Boring q Rj pit Ground surface eiev.1-3i /_0 ft. Ueplh to Ilnilling factor_�Q in. -- - _ Sol Applic:alion Rate Horizon Deptii Dominant Color Redox Description Texture Structure Consistence Boundary Rcwl s GPD/fP _ in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. _ 'Eff#1 'Elf#2 b-I� l�yriz — 5i l Z�;) n 1 cs— 2 — I - s�-----2-m-5bk �, _--- — ❑ Boring# Boling -- Pit Ground surface elev. ft. Deplh to limiting factor_� fn. Sol Application Rate Horizon Deptti Dorninant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe fn. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 _(5 D I z S i I Its v� - C5 I Vl 5 4 Effluent#1=BOD >30:<220 nxi/L aril TSS>30<150 mglL 'Effluent#2=BOD <30 mg/L and TSS<30 nig/L CST Name(P j ass Print) n e – 1(11 – CST Number 75 30� Address ' Date Evaluation Conducted Ielephonn Number 2115 ��- • , ���� � i �Z �---�_Y-may--- --_-<��5)?�Q�a279 Properly Owner ��`'_ Parcel ID It_�O Page of ❑ U Boring# Boring Ground surface elev. IL Depth to liritng factor _in. r*E111M n r icaliorr Rate Horizon Deptli Dorntnartt Color Redox Description Textw a StructurE Consistence Boundary Roots GPD/IF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. - _ TIM J ❑ Boring ring# `_ Pi .Ground swlace elev. it. Depth to limiting factor in. Son Application Rate I lorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIIF in. Munsell Qu.Sz. Cont-Color Gr.Sz.Sh. _TIM 'Eff#2 ❑ Boring F-1 Boring# Ground surface elev.____It. Depth to limiting factor__.-_____in. ❑ Pit _ Soil Application Rafe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'E1101 'Eff#2 Effluent#1=BOD,>30<220 mglL and TSS>30<150 rnglL `Effluent 112=BODS<30 nrg1L and TSS<30 mgfi- The Department of Commerce is an equal opportunity service provider and employer. if you aced assistance to access services or need material in all alternate format, please contact the depawneut at 608-266-3151 or"ITY 608-264-8777. sno--rttsora.atrorq PA(;Eaol:3 NANIE:-- SCALE: I Gqy\k ELEVATION: BPvl I DESCRIPHOH: BN12El-EVA'11()f,V 6 BM 2 DESCRY 1101 1: 0 00 00 Ru, q.06 z �'o,� 1 ,A I Ilillf f ICI►'gill''ll!!i!{I IIlII I!!I Illill IIII IlII 902247 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI CERTI FI En S V RVEY MAP RECEIVED FOR RECORD 08/18/2009 09:30AM LOCATED IN PART OF THE NE1/4 OF THE NW1/4 CERTIFIED SURVEY MAP AND PART OF THE NW1/4 OF THE NE7/4 OF VOL: 24 PAGE: 5650 SECTION 30, T29N, R17W, TOWN OF HAMMOND, REC FEE: 13.00 ST. CROIX COUNTY, WISCONSIN; BEING LOTS 55, PAGES: 2 56, 57 AND 58 OF THE PLAT OF EMERALD ACRES 1 ST ADDITION. NOTE: OWNER SURVEYOR THIS LOT IS PROHIBITED FROM KERNON BAST EDWIN C FLANUM DIRECT ACCESS TO COUNTY 948 LABARGE ROAD NORTHLAND SURVEYING,INC. TRUNK HIGHWAY 9-P HUDSON,W154016 P.O.BOX 14 ROBERTS,WI 54023 c w MGJPfSCQ44C�D[�LaGv_lD� ,Dot NO OWNER OR RESIDENT SHALL QQ°O DO ANYTHING WHICH WOULD 5 INTERFERE WITH OR CHANGE W 2 THE OPERATION OF THE APPROVED COMPREHENSIVE -C.T.1�. °7-1 — v; 2`39•7a WATER DRAINAGE AND SOIL -" -- N89°4912°E o W EROSION PLAN FOR THIS PLAT. — _ _ _ _ ___ _ _ c~ THIS INCLUDES BUT IS NOT Z LIMITED TO BUILDING UPON, 20'WIDE OUTLOT 2 �, OUTLOT 1 2 OBSTRUCTING,ALTERING, DRAINAGE 0.71 ACRES ^ 0.70 ACRES LL 00 FILLING,OR EXCAVATING OR EASEMENT 31,009 SQ FT. ° 30'654 SQ.FT. r. uj PLANTING IN ANY DRAINAGE �' *� AREAS OR EASEMENTS,WATER O ----- DRAINAGE DITCHES.WATER „>; S89.4646"E S89°46'46"E 217.90' z o RUNWAYS.WATER CULVERTS• i1 BERMS OR GRASS SEEDINGS. ----------- -L50- _c�V, m U LOWEST B I NOTE: id, OPENING OUTLOT 1 IS TO BE DEEDED TO 0 c� ELEVATION= to CD LOT 89. O OUTLOT 2 IS TO BE DEEDED TO 4-9--� O ---------- a ---------� I O C LOT 90. Q I1 n NOTE: M la _______ w THE PURPOSE OF THIS AP IS i LOT 90 1 p LOT 89 � c TO COMBINE LOTS 55 AND 56 C9 3-37 ACRES 1 _ �-,1 3.27 ACRES _r 0 AND TO COMBINE LOTS 57 �' P "2 146,650 SO.FT. I �c=I 142,441 SOFT. � Q7 _ AND 58 OF THE PLAT OF Q I r EMERALD ACRES 1ST ° I- `�`C° ADDITION. NO NEW LOTS ARE 0 I I CREATED BY THIS MAP. LOU M REC A� i � do4_� 66 WIDE JOINT DRIVE EASEMENT ..............• ..... .....d.... ..--1-............•.......•.. --. AS SHOWN ON PLAT OF I 1 EMERALD ACRES 1 ST ADDTION 33 5Z ST.CROIX COUNTY 1 1 w SURVEYOR'S RECORD ---- 1 :11 --- -- ---2179r--- FEB a - - S89°45'O_2"W 437.01' —_----- - - - -78TH - - - - - - - - - - - -I - - - - - -- - - - - -1- - - - d04 Ta X04 �� X04 ag I ------------ i O scor % Aw ww1m c. LEGEND i s SUM ./t� 0 3/4'X 18'IRON REBAR,WEIGHING 1.50 LBS. O AMERY G = PER LINEAR FOOT SET O t ss WtS \Qb - �.lys.'••--..�.••'. �.• � 1'O.D.IRON PIPE FOUND �C• �y ` ■ 3/4'IRON REBAR FOUND ' ................• 100'ROADWAY SETBACK LINE --'----'--– 12'UTILITY EASEMENT SCALE 1N FEET 1- = -1150. ' THIS INSTRUMENT DRAFTED BY KEVIN REED x JOB NO.07-24 DATE 03-07-07 150 O ISO W DRAWING;IC,^? 2 Vol. 24 Page 5650 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of ILE INFORMATION SYSTEM SPECIFICATIONS Owner �� Septic Tank Capacity al 13 NA Permit# Septic Tank Manufacturer ❑ NA 3ESIGN PARAMETERS Effluent Filter Manufacturer 17 ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA i Number of Public Facility Units �litVA Pump Tank Capacity al ❑ NA Estimated flow(enrage) _R al/da Pump Tank Manufacturer ❑ NA i Design flow(peak),(Estknated x 1.5) c—� gal/day Pump Manufacturer �� �° ❑ Nq Soil Application Rate — al/da /ffz Pump Model ,�"t A..,I_ e3) ❑ NA Standard Influent/Effluent Quality Monthly average` Pretreatment Unit Fats,Oil&Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BO05) 5220 mg/L ❑ NA ❑Mechanical Aeration ❑Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑Other. Pretreated Effluent Quality Monthly average Dispersal Cell(s) Biochemical Oxygen Demand (BODs) 530 mg/L ❑In-Ground(gravity) ❑ In-Ground(pressuriz:4 Total Suspended Solids (TSS) 530 mg/L > A -Grade ❑ Mound Fecal Coliform(geometric mean) 5104 cfu/100m1 ❑ Drip-Line ❑ Other: iMaximum Effluent Particle Size in dia. ❑ NA Other. ❑ NA Other. Other: ❑ NA "Values typical for domestic wastewater and septic tank effluent. Other. ❑ NA AINTENANCE SCHEDULE Service Event Service Frequency linspect condition of tank(s) At least once eve month(s)every: ears (Maximum 3 years) ❑ NA (Pump out contents of tank(s) When combined sludge and scum equals one-third('f3)of tank volume ❑ NA !Inspect dispersal cells) At least once eve ^� ❑month(s) ry: ear(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: �1 months(s) ❑NA Inspect pump,pump controls&alarm At least once every: ❑ onth(s) ❑ NA year(s) f=lush laterals and pressure test At least once every: arts ) s} ❑ NA ether. At least once every: ❑month(s) ❑ NA other El ea s) ❑ NA MAINTENANCE INSTRUCTIONS !Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master (Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer;Septage Servicing Operator. Tank inspections must !include a visual inspection of the tank(s)to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of iwmbined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be ,visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local Iegulatory authority. INhen the combined accumulation of sludge and scum in any tank equals one-third (%)or more of the tank volume,the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components,pretreatment units, land any servicing at intervals of 512 months,shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals thE►t may impede the treatment process and/or damage the dispersal cell(s). if high concentrations are detected have the contents of thb tank(s)removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will bls discharged to the dispersal cell(s)in one large dose,overloading the cell(s)and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Spptage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact,the area withln 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWT:h: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat: foundation dralin (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting producils; pesticides;sanitary napkins;tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is propetiy and safety abandoned in compliance with chapter Comm 83.33,Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compli*nt replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure,lot lines and wells. Failure to protect the replacement area will result in the neled for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rulefi in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologN a holding tank may be installed as a last resort to replace the failed POWTS. * he site has not been evaluated to Identify a suitable replacement area. Upon failure of the POWTS a soil and site evaivalpon 'must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed)as a last resort to replace the failed POWTS. ound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative -'' N urface, Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS — POWTS INSTALLER POWTS MAINTAINER Name �, Phone �� '- S Phone J SEPTAGE SERVICING OPERATOR PU ER LOCAL REGULATORY AUTHORITY c Name �,�.,__ L Name f / if !� _ Phone _ Phone 6- This document was drafted in compliance with chapter SPS 383.22(2)(b)(%d)&(f)and 383.54(1),(2)&(3),Wisconsin Administrative Code. % 0JV� RLTER CARTRIDGE INSTRUCTIONS Installation STEP 2 Dry fit the filter case onto the end Of the outlet pipe to ensure it is cantered under the access opening. If not,then either insert more pipe into the tank through the outlet or solvent weld (glue)additional pipe onto the outlet pipe. ST'-:p 2 While the case is still dry fitted on the outlet pipe,measure the length of BA-Inch pipe needed to brace the filter to the tank end wall if utilizing the option&(supplemental side support,If side support method is not utilized, proceed to step four. !-F;' s For installations utilizing the optional Supplemental solvent weld the 3fi-inch pipe onto the filter case de support method is not Utilized,proceed to step four, qL Solvent weld the filter case onto the outlet i i r p�pe. Insert the filter cartridge into the case, pressing down until the filter locks into the bottom of the case. ''u'' If a VRS switch is utilized:insert into the filter and lock by turning clockwise 9Q•. j%• 'a� w ,F;i. Maintenance 1. The effluent filter should be cleaned every time the septic tank is serviced. 2. Open the outlet access opening to inspect the tank and fitter, 3. Pump the septic tank c°mplatelY, making sure to remove the sludge y layer on the bottom of the tank and not just the scum and effluent. 4. Once the effluent level has been lowered below the invert of the ' outlet pipe,firmly pull up on the filter handle to dislodge the cartridge from the case. S. Slide the cartridge up and out of the case for cleaning. 6. If a VRS switch connected to an alarm is present,the switch should be removed by turning with water only. 'and cleaned 7. While holding the cartridge on its side(large flat surface facing down)over the access opening,rinse off the cartridge with water only,making sure an septage material is rinsed back into the tank_ 4- 8. If VRS switch is utilized replace by t nse ing into fitter andturning clockwise,900 9, Insert the filter cartridge back into the case,pressing down until r( eq w . :8 3,�,,,:• the fitter locks into the bottom of the case, ," 10.Replace and secure the access opening on the tank. 401 7P_�H.K �l�'r, •'1 r'.. .irt(':.17'.Y:.o.r.... www.beamnsite.com 877-MLRLTERS(653-4583.) f Ililll f IIII IN IIIIIll(IIII Illlf IIII Illill 902247 BETH PABST REGISTER OF DEEDS o.CERTIFIED S V RVEY MAP RECEIVEDIFORORECORD LOCATED IN PART OF THE NEI/4 OF THE NW7/4 08/18/2009 09:30AM AND PART OF THE NW7/4 OF THE NEI/4 OF CERTIFIED SURVEY MAP VOL: 24 PAGE: 5650 SECTION 30, T29N, R7 7W, TOWN OF HAMMOND, REC FEE: 13.00 ST. CROIX COUNTY, WISCONSIN; BEING LOTS 55, PAGES: 2 56, 57 AND 58 OF THE PLAT OF EMERALD ACRES 9 ST ADDITION. OWNER SURVEYOR NOTE: KERNON BAST EDWIN C FLANUM THIS LOT IS PROHIBITED FROM 948 LABARGE ROAD NORTHLAND SURVEYING,INC. DIRECT ACCESS TO COUNTY TRUNK HIGHWAY 9-r HUDSON,WI 54016 P.O.BOX 14 ROBERTS,WI 54023 ---- PdQ45PG-- �H�� �pG NOTE: --------------------------------- �•Q V NO OWNER OR RESIDENT SHALL OQ°Q DO ANYTHING WHICH WOULD GJ' F INTERFERE WITH OR CHANGE THE OPERATION OF THE n W APPROVED COMPREHENSIVE 239.70-_- --C.T.H. "iT"-- ---- h "' WATER DRAINAGE AND SOIL --- ----------- N89°49TIZS89*46'46"E NB$°�fi33"E ^— ` - OO _ r v 0�EROSION PLAN FOR THIS PLAT. — — —TH IS INCLUDES BUT IS NOT --LIMITED TO BUILDING UPON, 20'WIDE OBSTRUCTING,ALTERING, DRAINAGE •N OUTLUTLOT 1 cr 0.71 ACR0.70 ACRES W FILLING,OR EXCAVATING OR EASEMENT � 31 009 SQ0,654 SO.FT. p a PLANTING IN ANYORAINAGE ""'--""'6"'""' ......................... W AREAS OR EASEMENTS,WATER *DRAINAGE DITCHES.WATER S89°4646"E 29°46'46"E 217.90' z RUNWAYS,WATER CULVERTS, _BERMS OR GRASSSEEDINGS- ------_---- � LOWEST BUILDING NOTE. OPENING OUTLOT 1 IS TO BE DEEDED TO c�"g ELEVATION= c) LOT 89. 1053.50 E OUTLOT 2 IS TO BE DEEDED TO �O4 O n Q LOT90. �'---------I �r--------� 4) �? NOTE: THE PURPOSE OF THIS MAP IS TO COMBINE LOTS 55 AND 56 LOT 90 I ml LOT 89 it C AND TO COMBINE LOTS 57 3.37 ACRES 3.27 ACRES T- O 146,650 SO.FT. I �gl 142,441 SOFT. m (r) N AND 58 OF THE PLAT OF �?z _ EMERALD ACRES 1ST 0 I I r ADDITION. NO NEW LOTS ARE j CREATED BY THIS MAP. ------------Z I I Q) I I 66'WIDE JOINT DRIVE EASEMENT I I [Lou 'go SHOWN ON PLAT OF 33' I I c7 EMERALD ACRES 1ST ApDTION I I 33' I I !1} -- --219 11 I I W — — — — — — — — - - - S89°45'02"W 437.01' m -------78TH AVENUE - — — - --------- – — — — — — — — — — — --7 — — — — — - Lou To To mw To SVOfv A EDWIN C. l % LEGEND i s FANUM I.L s•L S-2487 31W'X 18"IRON REBAR,WEIGHING 1.50 LBS, f p c AMERY / - PER LINEAR FOOT SET 1 O.D.IRON PIPE FOUND %Z C rurr;nm,R�ts���' !'i0� ■ 3/4"IRON REBAR FOUND '•'•""""'•' • 1 00'ROADWAY SETBACK LINE s ----– 12'UTILITY EASEMENT SCALE IN FEET 1" = 160' THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO.07-24 DATE 03-07-07 DRAWINGIC yy Vol. 24 Paige 5650 160 0 160 W Exhibit A Legal Description Lot 89 and Outlot 1 of Certified Survey Map filed August 18, 2009 in Volume 24 of Curti if ed Survey Maps, page 5650, as Document No. 902247, located in part of the NE 1/4 of the NW 1/4 and Part of the NW 1/4 of the NE 1/4 of Section 30, T29N, R17W, Town of Hammond, St. Croix County, Wisconsin; being Lots 55, 56, 57 and 58 of the Plat of Emerald Acres Ist Addition. WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000 St.Croix County 1000933 Page 4 of 4 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFI TiCN FORM Owner/Buyer --` ! ` - - --- — Mailing Address ��. A' i� _ Property Address — (Verification required from Planning&Zoning Depaitnient for new con ction.) Ci ty/State 9 /3�`-ZY Parcel Identification Nuxaber D '® go LEGAL DESCRIPTION Property Location i/4 , Sec30 , T z N R , Town of Mo�_e; Subdivision ! � ,� L / , Lot# . �i� Certified Survey Map# ag l / ~ ,Volume Cuy ,Page# Warranty Deed _, Vo Rune '� ,Page# .� Spec house yes lot liner: identifiabl yes o SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its pr mature 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 was It disposal system Owner maintenance responsibilities are specified in§Comm. 83.52(1)and in Chapter 12-St. Croix County Sanitary Ordinance. The property owner agrees to submit to St.Croix County Planning&Zowng 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. I/we,the undersigned have read the above requirements'and agree to maintain the private sewage disposal system with the standards set forth,herein,as set by the Department of Commerce and the Departrr.ent 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 this form are try6 to the best of my/our knowledge. I/we am/are the owner(s)of the property described above,by virtue of a warranty deed r corded in Register of Deeds Office. er of bedrooms SIGNATURE OF APP ICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being ro.voked 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.08/05) ! ' IIIIIIIIIII�IIIII�IIIII�IIIIIN STATE BAR OF WISCONSIN FORM 2 - 2000 8 Tx54207512 Document Number WARRANjTY DEED 1000933 BETH PABST THIS DEED, made between Kernon J. Bast, a married person REGISTER OF DEEDS and Richard O. Stout, a married person, !Grantor, and Patrick ST. CROIX CO., WI Ranweiler and Robin Ranweiler,i husband and 09/02/2014 2:40 PM wife as Survivorship Marital *sL^ Grantee. EXEMPT#: NA Grantor for a valuable consideration, conveys and warrants to REC FEE: 30.00 Grantee the following described real estate in St. Croix County, TRANS FEE: 120.00 Wisconsin: PAGES: 4 *Property SEE EXHIBIT "A"ATTACHED HERETO AND MADE A PART HEREOF Recording Area Name and Return Address: Edina Realty Title, Inc. 400 South Second Street, Suite 115 Hudson, WI 54016 838786 Exceptions to warranties: 018-2011-89-000 Easements, restrictions and rights-of-way of record, if any. 018-2011-89-999 Parcel Identification Number(PIN) G This is NOf homestead property. Dated this u st Z-0 2014 Kern n J. Bast RPard O. Stout WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000 St. Croix County 1000933 Page 1 of 4 i AUTHENTICATION ACKNOWLEDGMENT /1 Signature(s) STATE OF authenticated this August 28, 2014 COUNTY OF Personally came before me this 8"Z� the above Kernon J. Bast, a married person to me known TITLE: MEMBER STATE BAR OF WISCONSIN to be the person or persons who executed the (If not, foregoing instrument and acknowledged the same. authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Martin D. Henschel Cheri Brown 6800 France Avenue South, Suite 410 Notary Public, State of Wisconsin Edina, MN 55435 My commission is permanent. (If not, state the (Signatures may be authenticated or acknowledged. expiration date: 03/01/2015) Both are not necessary.) 'Names of persons signing in any capacity must be typed or printed below their signature. [ CH ERI BROWN NOTARY PUBLIC STATE OF WISCONSIN WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000 St. Croix County 1000933 Page 2 of 4 i AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF authenticated this August 28, 2014 COUNTY OF Personally came before me this the above Richard O. Stout, a marri*pers to TITLE: MEMBER STATE BAR OF WISCONSIN me known to be the person or persons who executed (If not, the foregoing instrument and acknowledged the same. authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Martin D. Henschel Cheri Brown 6800 France Avenue South, Suite 410 Notary Public, State of Wisconsin Edina, MN 55435 My commission is permanent. (If not, state the (Signatures may be authenticated or acknowledged. expiration date: 03/01/2015) Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature. CHERI BROWN NOTARY PUBLIC STATE OF WISCONSIN WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000 St. Croix County 1000933 Page 3 of 4 000 E91 �I rm Amm i m"Um mwumw 00 FROM ELEVAT LEFT ELEVATION QQ Li -HT E-N 61 FI-NMTE --i rB 14-2-GlTr---I F-SKET REARELEVAMI (t -7 --------- ---- ..... rr ------------------ FFICE, Typ�2 eq MAW FLOOR P- FPI. ATE E_A- I T NIZI IS TT- ZO -7 ---------- --------A-------------------------- SEOOND FLOOR PLAN T 'v 4 X10 SHEET: ROOF PLAN _T ----------=- ----------- ------ 1 Property Owner " ' Parcel ID# IG r S T Page Z of F73 Boring# ❑ Boring f Pit Ground surface elev. ft. Depth to limiting factor 0 in. Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. - n •Eff#1 •Eff#2 I ID ( Z Sir( k ry r- c 5 I v C Iz- 4 Si�l 5b C 3 -'id P-7.5 SCE 3 �< ❑ Boring# ° Boring C] pit Ground surface elev. ft. Depth to limiting factor _in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 Boring# ° Boring ❑ Pit Ground surface elev. ft. Depth to limfin9 factor r-1 in. _ Sal 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 •Effluent#1=BOD,>30 1220 mg&and TSS>30<150 mg& 'Effluent#2=BOD5 130 rtg&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. SBW330(RAM) w WisoonenDepaAmentof EngELE SOI EVALUATION REPORT Page / ofl Division of Safety and BuilECEIVED in accordance with C m 85, s. Adm. Code county t`t Attach complet e site pla �t 4 1041 inch4's in si `include,but not limited t nzo l reference point BM), arcel I•D• m Ol _percent slope,scale or dh an• n and distance t res V�6 ba��jgfa�i Date Personal inro"nation you r secondary purposes(Privacy Law,s.15.04(t)(m)). Propertv Owner Property Location d Go ACLq ow 1/4 tiC 1/4 S_30 TZC7 N R / E(or69 Property Owner's Mailing Address of BI Subd.Name or CSM# 3�3 Ir. Emer eJd. Aar-, 1 �-`�Z{d� ro r City State Zip Code Phone Number dy ❑Village &Town Nearest Road _ New Construction Use:&Residential/Number of bedrooms 3 - Code derived design flow rate u-20 4Co o GPD ❑Replacement ❑ Public or commercial-Describe: —_ __— Parent material Ti, If Flood Plain elevation if applicable General comments 5 5 f-e✓N -k v . y 3 U �T and recomme lions: of r N O Boring# ❑ Boring �/U /(0c�^^ Pit Ground surface elev.7/1/ ft. Depth to limiting factor —in. Sofl 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 12 33 c — • `f 33 �v l' 2 B.ring# ❑ Boring � pit Ground surface elev. ft. Depth to limiting factor, Z j 0 in. Soft 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 S r( c5 i P Sc i 3ynsbk m-C(' — — Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS 130 mg/L CST (Please ) Signature CST 11 non 1kc a!e- Address Date Evaluation Conducted Teleptane Number 2 -��v p-62�9 Property Owner Boring ' Parcel ID# /lJ r S 7 Page 2- of 3 ❑ Boring# `� ❑ Boring C`F Pit Ground surface elev. ft. Depth to limiting factor D in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 7I --t ►� � �- � S;� 2�bk m-�r c5 C P�._ 6d 1 3 k _ F-1 Boring# ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. Eff#1 'Eff#2 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/ff in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'Eff#2 `Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD,<30 mg&and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777. SOD-030(R.&W) PAGE_OF NAME cJ t' LOW f, LEGAL DESCRIPTION N`✓ '/a vr'/a,S"�ti TZR,N.W:�-E(or)(9) SCALE: 1"= '7(� BM I ELEVATION BM 1 DESCRIPTION 40 Q o d U P-'D, 4- BM 2 ELEVATION ° Z O �,e C.3 6 f BM 2 DESCRIPTION k V- ( 20 C-P SYSTEM ELEVATION !q. 30 ALTERNATE ELEVATION CONTOUR ELEVATION q D .(6U q G° Z y.160 ov r` SIGNA UM '' ' DATE • 'parcel #: 018-2011-89-000 10/10/2012 11:35 AM PAGE 1 OF 1 Alt. Parcel#: 30.29.17.1101C 018-TOWN OF HAMMOND Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 08/18/2009 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner 0-STOUT, RICHARD O RICHARD 0 STOUT C- BAST, KERNON J KERNON J BAST 1353 AWATUKEE TRL HUDSON WI 54016 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description ' 1544 78TH AVE SC 2422 SCH D ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 3.270 Plat: 5650-CSM 24-5650 018/2009 SEC 30 T29N R17W PT NE NW BEING EMERALD Block/Condo Bldg: LOT 89 ACRES 1 ST LOTS 55,56, 57,&58; NKA CSM 24-5650 LOT 89(3.270AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 30-29N-17W NE NW Notes: Parcel History: RETIRED 2009 FOR 2010; LOTS 55,5 57, & Date Doc# Vol/Page Type 58 EMERALD ACRES 1ST(018-2011-5 12/17/2004 782881 10/42 PLAT 018-2011-56, 018-2011-57, 18-2011-58 06/16/2004 766092 2597/300 WD (1070, 1071, 1072& 1073)TO CSM 24-5650; LOTS 89&90; 018-2011-89 more 2012 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/11/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.270 41,400 0 41,400 NO Totals for 2012: General Property 3.270 41,400 0 41,400 Woodland 0.000 0 0 Totals for 2011: General Property 3.270 41,400 0 41,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ver SCI 10� Cam. 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