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026-1172-14-000 (2)
Wisconsin Department of Cornmerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Peftonall information you provide may be usee for ser-ondary purposes ['Privacy Law, is i),,,ru,,lI PH-nll Holder's Name- rib.y Village Towriship City Cottages LLC Hickory Homes TOWN OF RICHMOND jeV )cr & 2fl PK FAN K INFORMATION MANUFAC1 URER (.1 I f Septic er L��S9 ?�0 Dosing Cc AV orrl TANK SETBACK INFORMATION TANK TO P/t. VJ F t, 1. BLDG. Vent to Air Iritake ROAD Septic Dosing Aeration Holding �21111kyjl I :I M [a] kT1 I k! I M-rel a LIFirT.1% A WILT Manufacturer C D(�iii,-ind laly ; GPM 2 de,<<� Model Number 05 Ir DH Lift I Frio ion `70S8 Systern Head, I 1 TDH Ft ,2I LJ.SS For cernain Dist. 1.0 Well ILength C)r _jDiaW,Zjt b I SOIL ABSORPTION SYSTEM BEDFrRENCH Width Length DIMENSIONS J9 f- SETBACK SYSTEM TO INFORMATION Type 0( Sy� tei i i M,Q�l1� DISTRIBUTION SYSTEM No, Of Treriches J V/ 3 1,0 1-75 PIL BLDG WELL ELEVATION DATA Fr1 k=�� ` . ....... . ......... ........ ------ —St. Croix 1, SanilM Permit NO: State Plan ID No: 645478 OZZ, 02,7el-( Parcel Tax NO: 026-1172-14-000 SecfionrrowrVRang,eiMap No- 35-30.18.13751 S4 A I ION BS HI FS ELEV. � fro Bldg. Sewer St/HIL Inlet L DI Inlet Ot Bottom � o H o r! Pvla n,. Dist- Pipe qC 130t, syslem Final Grade ND4- cotylek while 0"t-if St Cover ��- Ynp 2 T ��� 7, PIT DI�Tl,� No, Of Pits side ia. LAKE/STP /xEAM LEACHING Maoufacturer — CHAMBER OR Rc�C1� P, +P \11te/ UNIT IlModel Number: Vent to Air Ini,,,,: x Hall S'I?.e It ngth_._ 7�,�„1 Oia 2 LA:',iyth_ 7 w_ t spacing SOIL COVER x Egos re Systems 0 ly xx Mound Or At -Grade Systems Only Dept.h Over # Center De@h I Vhtr re c E cf 's tjBtt-d/Tre,nch �'l — . C -_ X Deptb of N4 Pce50-a`lr Topsoil XXS.eededlSodded C �JW)lbv �e Yes No XX Minch ed %&r lkhbrP ")( Yes No COMMENTS: (Include code discre.percies, perns present, etc.) Inspection #11L 66 SA Inspection #2-, 5/21 Location: 1385 128TH AVE lyc) we '05P"U"of) 1.) Alt BM Description 2.) Bldg sewer tength F-\ olx6r - amount of cover= 0¢ Cotter Plan revision Required? Yes No 67 Use other side for additional information. SB D -6 710 (R,3�97) Date Insepctors Signature Cert. No- 1110 11 s t ry ') e ry i cc-s i ) i v i ,,, i U UJ I LY F -2 �)AiN U2,J 4822 Madism Yards W-�iy Wdson,W1370 I Iodi ii by Co,) F AnO aniuPumJil uniber toli 651355 %xp% Nk, Madison, W1 53707-7162 San it(ary Peimit Application State Transaction Ntimber SPS 383.21(2), Wis. AJ111. lOrm the tmil ��liI 7�L "'Irdallee with SUbrwsssoii ot-this to appropriate governmetital I -� I I,,:, i prior to obtaining a Sallitary PC F I'll Lt. Nutc, Appi ication tbrins for statc-owrigid POWTS' arQ sAlbm 4ted to Project Addruss (if di fTerelit illa[i Mail II!" g address) IhL Lkpai_Iiiwiit of Safety and Professional Services. Flt:rsoriigil kiformation you provide may be used for secofl.daq pu rpose s i n accord ance w 1 th the Priv acy Law. s. 15. 04 ( I Ain . S taus_ L Aic,-ition Inform.-ition Ple:tse Print All Inforinnflon ppl- h k,,qierty Owner's Name 77, Parcel fVU Proper(�- 0wirl's MaTini Adhress PrOperiv Loca(K)11 Govt. Lot I %F , Stat Zip Code None Number LA -71r 11. Type o f Bu i Id ing (check all that ap ply) Lot # I N R uir 2 F amity Dwe I I inn - N u mbcr o f B edroo ms Subdwkion M-Wrlle Block fi 1:11't I b I i c/Co iii iii erci al - De scr 1 be Use FICit of State 0%Vncd - Describe Use S K1 N, k I ki!%.3 of Zone X I'myn of III. Type of POTS Perm ft: (Check cither 4-16New -4 % ur "Reiflacenwfl V9 11, 11 0 t I LV F' I )pheitifle. on line A. Check one box on line B. Complete lille C ii ZNCW,�Vstelll I []Jteplacemelit systcill afficr Modification to Existing System (explait)) lldditioiial Preirealmetit Uiiit (expltill) P hictiv'Kiwl Site Lk� i.gli Oiher Tyli:;: p'! I F_]Holding Tank []Jn-Ground at -Grade ound > 2. &f C. Reiiewarl Before Rev is ion mige of Ph.iniber raiisfer to Ncw Ow LW [Ircvious Ilermit Number Enid W V, ISSU'd MOPE= IV. D I S PC I- S a I /' I' r e a 11`11 Nit Ai -ea an(I Tank Infori-mition: 10'x60' Mound cell 0.837 10" sand lift spersaj A Sy�;I:Qin E. Ion e- Design Flow (gpd) "Soll A[Iph'r:a_iLon K:ji Dk Area Rr:LJ'.I1.1'Cd Area Pros (st t 41011J, /_2 Capacity in Total # of Gallolls Gallons Units T'Lwk Information tri ram'KeW TAILks I.;x1sling Tanks -I W U V3 LZ C7 CL. Septic Or Hol di n g Tan k -.-- Z Dosing Chamber Z - V . Responsibility S(atement- 1, the itsidei-sigiied, Rsy M res po iisi hi h ty for i it star la tion of the POD TS Shown on the a (tached plans. Plumber's Name (Frirli) PIU� Sigt1alOrC L U T11 CT ustriess 11011c; NU1110 L Phimber's Address, (Street. City* St C.zipcoo C V 1. Co I I I 3 r Depri rtm en t Use Oil ly A p 1) i-o v L: d 13C F Ili I I i:%�Q Date Issued gent Signatture X�lr XX, X% X, $ 685- 11/29/2023 I L 011di ti oils of Approvzil/Re,'v4� 1;1s for 1) viiippt o '4ij 3. Occupancy Affidavit recorded (Doc: 1161007) to allow more than 4 bedrooms, bu SYSTEM C-YiNNER: limits the occupancy to (8) people. 1. Septic tarn,er; �J! -(Tct i:! ,-;r --7.: n i � P r'. is a I c e ll 4. All Conditions in DSPS Mound Approval are in effect with this permit. r n u s t b - s e 7 - 4,il c r I, ia� ` i �il n t-:-,-- d s r) e i - 5. Plumber must provide system maintenance information to property owner. man,,qGopni,n, by plumb-r. 6. No part of POWTS can be within the Drainage Easement. 2. All sc�back req ii. rerm�-, Fits must be m,,?Intained 7. Drainage Easement boundaries must be staked prior to system installation and as per ap,p!�:�ab'e-,.%Ode iordinanu. inspection. �11:ldl 10 1)[Alk-S fl)r- dw �,ysiviik ;ikid )uhrikll lo thi: Comity will on linpi-r, 11jil th.in S 112 X 11 inches ON .4i1:r111 ,AI D-63 98 (R. 03/2 1) ST. CROIX UUUNTY 4 Bedroom Nam. 651355 ON............. ..... ...... .... I - 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M. 0... N Firl 1385 128th AVE. ❑iictiii�r� vn�ii�vJAL PREVIOUS NO. 645478 OWNER*ITY COTTAGES, LLC lvr-%LUMBER SHAD J N BIRD TOWN VF RI(, 10Nr SEC ,T Nq AND/OR LOT 14 SUNSET HOLLOW . .. tu"VIVNIANNS 4 r r SBD-06499 (RI 1/20) LIC.# 226900 WkI Zone X CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval.. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer ownership of # ca authority. t e erm�t lease contact he uu h permit, P ty AUTHORIZED DATE 11 /2 1 1/28/2025 UNLESS BEFORE THAT DATE I . ... .............. . . . .. ..... .... . ... . . . ...... . . . . . I I k 0`3 40 AXTV Industry Services Division COWIEb 4822 Madison Yards Way Madison, W1 53705 Swinary llc.7,nit 'Number (to be filled In by Co Ael P0. Box 7162 Madso'XI 53707-716 PL -�^n in.A 4 NUV 1W 1* V VV 1U0W---T- Isaniffiry P�rmit AppItcatioF,. NU P" In accord ra, witffih BPS 3 3 A2(t (Wj4.�, AdM, go*. SrOmission o f this s fom ra r -d jokW� J�C S a:(: 0 rior J� is required nor to om ApphcatLin forms fir L;A L k� -J S a: C a hn I I v%to the DCP ent(Q-f i L:;� llt�Tsor,.,d riformation y be used for secondwy i P La 15 3 V purposes in ance with the PrIvacy Law: s 15 1'4� 1 p(fiO, Stats. Sara.-Tlease P-rijit All Inff-riatiba,' P ro pe my 0-�N r9pe -'.s Narn c 44C Prop e.-tN- Owner's Maifing Addrtss (91t.. .7.1 Code Phunt� INUJIIbq�r zLi t/ Ro, I U ild.iqg I or 2 Fam Lly Dm-c I lj,-i � - Nuilibu o I bloc "L, 4 DubhdCommt-.L-Qai- Describe Use F]Swe Ovvned - Describe Use CSM Ntimber Stit Tran.sa.--tlun Number Project Addfes--s (, t'DTCICTVI U1411 rnL3;1:ng address) f4 7 Property Lat: or,. Govi Lot 1/0 Aj 6 -WF%,5 T -t7 � N R ( L7 E o Sub -division Name Oci of DV illage of tic— LYS omp F T-�, -1-C o f 11 WTS P%! r'-Til i t (Ch eC- k Ci t It U t' ".N -k� �V 0 C Q 1) 1ACC111C11 t pfic.Ihk oa lint�:k. Check'ohe ox JJ: A I I I CA C,.) A IoAdditional Pretreatment Unit (explain] E?Cplacemcnt System I ather Modificatton to Ex�Nurw Svstem I In -Ground UIIL, F4.1""h 0%1-0rade (convenijon3l) • RC[111%1611� More " L - hange of Plun.b,cr Fxpirat]011 P > 24 Ind 1v i dual S I te Des Ign H CKher rypc (explain) Dransfer to New Ovmcr ist Prcvlous Pc'cirri lt Dumber Date i� lssud r A it/ I V. D is ers''a LET re a t iii e n t A re.-i a n d Ta ril.-L I n fa rij I a tioll F X (0 t) LJC:6 t1ow k8pa) A i1c Li Ci quirck LASPCfS�li ATea 1-170poSed I -A) zc# Cap 1r, :,I of Total manufacrurer Tank Inforrnation Gallus Gallons Units -RIC, %V Fankz F-Misting T"s F- (D r- 0 !,o V3 U cn US V1% CL Septic or Holding Twik -,o7- ePLr = � DO&W.,r Cbmbcr 1-- 7 = = V,-1filC Ik I Laic widui-iim,LNj I II ry 11 11 1 V N i%ti N soli life al LIC h-e LJ [)I' J j L-j j 1 rr 1, . z. C (Print.) Plumber's S, M I,. Number Busines;s Phone NumbeT ;? ?lumber's -A-Jdr�ss (Sired, City, State. Zip Cce) —A � p0e 14 V1. Co U zi ty/D C 1) 3 rt 61 4�44 4 Anprovcc E; Disapproved Perm I 11, L: 0 Data Issued Issuring Sq;t.atU:,e r en Reason for 1>enlal 522 E 2 Condi[71011S A p pro chm=for 'His a I 11) 1 v V It AEC "'YSTEM OWNER: N.� Sepfic tank, effluent 51ter and dispersal cell f A A Must be serviced / maintain ed as per rec,�y 0 ce, d �-A�p p �rk 2 [A management plan provided by plumber. 13 11 setback requirericnts must he maintained Q Ful Cj1j jJU.aul-C� us for the.5 c in a d it to tie X Cc 0 N 6% paper not less thian 8 iP. z I I inches JZIC , 01, ,93D-6398 QIOD: ............... VW D& ledgner. Ryon Bechal 2022 AdvancW *AJJ property l'ines not Oo Bemhrrnaark SYSTEM NOTES &Ufle4 Soill TWer. 133DB32 Environmental U.C. ADVANCED drawn are > 1 00ft from Sep& Tstuk: ledgner of DgbW[nq Systems: D 2263-7 N V i I' d AM rights reserved, 41 Of rl M C rf T L system Soil Boang Wom 120M galm 24Wq~ twk J- %,— — 10 1 - Rrmg r'sem 4e ahun fiml grarka 4 1 SCALE I 9-2G! GF- 11 0 W la7 21�1 IfI %'1�a'rl= �jo—er Ao.jdeioj.se* *k Ip 0 2 r 01 401 S "Well tobe located > 50ft Pump Tank: from so i I treatment area & jiI >25ft from tanks** -Pmp rMWS a- 33p-, �5 37 DIH -Mm tank as m�c�- ry •an4im All Ver. T,rTQ -*,Er or VW;- MCWTrAn6d 01 c3yt= I L qlj .1 r F T a� _j New 4BR LOT 15 Home _®_d 1 i r LOT 14 8 4' schU40 PVC Wieser 1200/800 w/ Best GF-10 100 ±20' 2" sch 40 PVC 13MI =71 100.00 Top I IN PVC pipe (L C )b 10" AMA IL 4!�4 t%md Rawwrt Th4 Wem, P�Lz arc #MkWtW in =M*nM AM Raba WW LCKd codim The s*L; _rvabywt area rT nwmin pnobk:bW Mom d*urba-cm vWx owrPMUM bWbM Wn§bU_-_kxU W A=2&IA',r W L JA r%t' VU ILT -1 M4:. 6.M = r--.L r-. L , . r' Trq in TLIrV?LfA&j LLMFWnfA%MrTn W Ch-b&� , -AL " ----L - 1.— 4 136-dl-- AU x W A W) 48.53 ASW C-Y2 Oro ^let 7.63wnslopo,L�5aow wn torn,=p%ftr. iminv. -00h to re��=fl = 26' (.R@d=wpNC fixr.Lm) Distribtit ton-, 0) 57 lmrq it W, 40 PVC I vits-ma WW4w bmw fcc protWon -Latwat lop o*stont GG. N' I � j' �,eaw, ond4ed mtivot, j or6ms @ Ur sM*l 4 Co I W speco 16'frorn aid of bad & 18'to Wa _�_"O-and Wss ftv serungs pw dwip LOCATION MAP (rMt to Wx") 12M AVE SITE PREPARED FOR, C!tY CoqageS LLC 1385 128TH AVE New Richmond, W1 5V PID- 026-1172-14-GOO 2.80 Acres Legal, Lot 14 Sunset Hoilow SE 1/4 NE 1/4 S35 T30N R18W --Town of Richmond Scale: i " = 40' Date. 1114/22 WIM-OnliNt I )CjX1 [1 [. W111 0. Ali CI iilld P]0 I'CNSI, 511:'1 1 1 L:L% D1 VINIOn 01' 1,j1d1N.tFN WrVICLes 482 2 N4,j& son WaV IN.) Bo.N 7302 Ma&son, W1 53707 November 9, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES, 2024-11-9 Plan Review: PVVTS- 1 12202784-C Ryan Buechel 779 Spring Creek Road S Red Wing, MN SITE: it Cottages., LLC 1385 12814 Ave Town of Richmond St Croix County SE Xt NE XS35- T30N — R18W FOR., Description-4 bedroom-600 G,PD rinoui)d-26" to limiting factor- Effluent Filter - Maintenance required. !Twi,�- 608-2166-2112 I'ma i I U J,], "rony Evers, Grovernor Dan If ereth, Secretary Condonally APPO"ROVED DEPT. OF'SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE- CORRESPONDENCE MOLAn-d Component Manual — Ver. 2.1, SBD- 10691-P Pressure Di stri b u t lo n Co m po nent M anual — Ver. 2.1 (a-) 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 cDnstructed and located -in accordance with the enclosed approved plans and with ariy 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 sob the Department per s.145.06" stats. The following conditions shall be met during construction or installation and prior to occupancy or rise, Reminders The site shall be properly prepared prior to plowing. Any grasses longer than 6 If shall be cut short and removed. To avoid matting., any leaves or loose organic matter shall be raked up and rernoved. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the Mound site. If necessary, use only tracked equipment, during dry conditions, with mllinimal passes, to avoid Compaction. •Components and soil removed from an existing drain field shall bepropurl y, disposed of so that there is no risk to public or environmental health,. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Set.145.20(2)(d), ems. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A cogy of the aRproved Rlans, specifications and this letter shall be on -site during construction and open to ins ection by authorized re resentatives of the Department which may include local inspectors. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this sail 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. The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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 stets 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, *"701h"4Z11T&WW Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715) 634-5124 Joshua.rowlev@wisconsin.gov AL),VANt "i,7 E I D Property Owner/Client- co Cotb4ft LLC PIN, 026 Site, Address: 1385 128TH AVE, New Richmond, W1 54017 County: ST Croix N Pg 2 SITE PLAN Pg 3 SOIL DISPERSAL COMPONENT Pg. 4 EFFLUENT DISTRIBUTION LATERALS Pg. 5 TANK SPECTICATIONS Pg. 6 DOSING AND PUMP SELECTION Pg. 7 FILTER MAINTENANCE Pg. 8 MANAGIMENT PLAN Pg. 9 MANAGEMENT PLAN F#_ 7MI �*Yfe fivi FAVA so F24 wor'W's F, U 1 = Wastewater Type: Residential Estimated Wastewater Flow, 400 gpd SOIL & SME EVA L UA rION., Design Flow: 600 gpd PT S Type: Mound bn^ lting Condit'lon Depth-, 26 IP Maximum Systern Depth: Above Grade Contour Elevation: 97.70' Limiting Condition Elev, 95.53' Land Slope: 3.4% Pg, 10 SOIL TEST Pg. 11 SO] L TEST Pg. 12 SOIL TEST Pg. 13 PLAT on on ally APPROVED DEPT. OF SAFETY AND PROFESSIONA SERVICES DIVISION OF INDUSTRY SERVICES # 4 # Dc pa nts (per capita Public Facility Flow: NA Treatment Levol: Effluent 1 Code Required Separation: 36tp Soll Tture: SIL. In -situ Soil Application Rate: 0.6 gpd/ft2 Dispersal Cell Loading Rate: 1.0 gpd/f,t2 POWTS DESIGNED PURSUANT TO: Mounci Component Manual (Ver-sion 2.1) Pressure Distribution Component Mat) ual (Version 2.1) Comm ---------------------------------------- ,New4 bedrooni home. Nohorriebusiness. Noscmage �qector/grmder pump proposed. +0 RYAN G. 1�j............... ............... ------------------------------ BECHEL D-2263-7 RED WING RYAN C G BECHE D 2263 7-r IV 0 WI 11/4/2022 DRi;G M SIGNED: MN ADVANCED E41RONMENTAL LLB A 779 Spring Greek RD S. Red Wing, MN 55066 (651)327-007-�.� Designer Rycm Be" 2022 Advanced Certified Soil Tester. 13WB32 EnWronmental LLC Designer of Enchin ewbg Sysburm D 22&3--7 All rights reserved. -0 P, ;� ADVANCE, IN\ ' 3 � "Well to be located >50ft -LZ I from soil treatment area & >25ft from tanks** Garage L----J N, L OAJI propefty lines not 0 Benchmark SYSTEM NOTES drawn are >1i 00ft from *Pt 1111 *ratio k! Soil Boring '0�.eSw 4 system 120M gales 2-=palmenl tank r rig users 4' abcw final grime SCALE 6nt GF - 10 19 Iter wl alam DD not roLt deat waler sources iolo swt.c tank 2- 0' 40 iral " K 1.9 ±80' 411 P-rh 40 PV14 Wieser 1200/800 vv/ Best GF-10 ±20' 2" sch 40 PVC- 97 P70 00.00 BMI 100-00 Top I PVC pipe *4 C ThW ftatEl NN b� d=5Wx-d W4 wdwtmod in WQordwm aft Sbift mid Lima =xkm The soa tvdtr�. orou muM rougn ftem ambiftamm and/cw awvouban bdws w4 cftr mnanxom Be i."r%r TUAT TUW C%0"rw %of 9 ~dLrr" IV 7TL ri IL W-q1V1AJ MONCTIIATrt W Ch-%&ri i wA I] -,.a � 1-A-1--j 0- A-- ..R.- - -Aff� 1� � moW— -- ---L— --WW* 44" PO4MAMA�- Pump Tare,: -800 Phns - �xM roods - 33gpm @ 13TDK Mmm lank r, neomary. mmva n W sebec-Kt Rook4sle Pm Pr dw L= wd IDH after i nsWI Heil cwft, t" mi?.ar, of Wer MeW reww"r4k Soil Ti-rannent Area: I 10 t A'.gqeqa1.e Vound fA x B) j- 4C -;e 5.3 !s7rs bvn "at -on on 977 70 wMour -IT AF M C-33 sand bft (0) -U slirTs lu-sh logrotind, avoid clligqng 4kwWre av," Cry am rd larriwe c MnF -P, a ion area to do* of V-BI sloace wwor � MM qm - -Pn*w 15 wyrsi cc* KWTCM aw tom mrpsmori dunrg wmAiTdon Dristrillbutlon: 43) 57 long I 'so 40 PV 19wals YA'r, ows-use WnN* byes for PrVKW -LslerO to MvWn -- 99 14' - t J' header, ixWed n*Ao* onfices @ 3 'v` geong -Lffiergs tote spaced 18'from end of bed & IV 10 O*s -end dm float uhrigs W design LOCATION MAP (not to ) Go 128TH AVE qP SITEI L PIREPA.RED FOR. city Cottages LLC Site Address: 1385 128TH AVE New Pichmond,, W1 54017 - ----- ------ ------ PID. 026-1172-1+4DDO 2,80Acres Legal. Lot 14 Sunset Hollow SE 1/4 NE 1/4 S35 T30N R18W Town of Mcbmand Scale - I " = 40' Date: 1114/22 I MOUND DISPERSAL AREA I Obs. pipes � --ITT--��- ,, I - L z- Z- Z- - -,"- Z Z A 10. 0' F 9.311 J 5. 7' B 60.0' G 6.0" K 8.3' D 10-011 H 12.0" L 76.6' E 14.1" 1 8.2' till' 23.9' Observation Pipes (1/10th of B) 6.0' Dispersal Area Required: 1000 ft2 Absorption Width (A+I) 18.2' Dispersal Area Proposed: logo ft2 Dispersal Cell Media: 112" - 2-112" Aggregate Geotextile Fabric 100.30' 99.14' Topsoil;' r�.y 1.�{R w �y •.}[_ AL •� 1r1Y�r -, r ^rr�...�� �• Y a�� �ry!*114& Seed � '5�. �C •?S��c �r �,� fir. � .�`,`�; : ��j�^�` 'r' 98-53 � iT •�; h 2 Aggregate _�_._..�.ASTM C-33 SAND 0 Plow f"- 8" deep (min.) 7 •��' 3% prior to placing sand I , OBSERVATION PIPES Screw -type or slip --top c. 4" SCH 40 PVC pipe Top of pipe to terminate a or above finished grade spaced 90° apart Anchoring Device (Toilet flange) Finished Grads (mulched & seeded) Topsoil cover 0' minimum) Ffiltrative surface pang l D/STR/BUT/ON NETWORK SPECIFICA TONS ►### rrr r� rrrwr�rrrr� � rrrr r� rrrrrrrrr� err rrw+� rr rs�rrrrr rrrw� rrr. rrrw� rrrw�r rrr�r� rrr � rr#� dodo Manifold Detail r 1 99.14' 1 ' 1 1 1 1 ' 1 r 011/4 " 11 7.0' 11 j4 i 1 1 02 1 1 � ----------- - 3 5' • 1 1 Lateral Discharge Rate (Orfflcw Per lateral X of °ce DAwharge Rate) Pipe Selection Forcemain Diameter: 2" Meader Diameter: 1 1/4" Lateral Diameter: 11/4" "All pressure piping to be .schedule 40 PVC unless otherwise specified" c eanout Detail Sprinkler box Threaded cap 1 "41*-�� Orifices/Lateral 20 X 0.54 gpm Orifice Discharge Rate 10.8 ggm rrrrr rr M r r# �� # rr M # w rM# # # ��r#rrrrr# Rw # #r �� # M rr# rr M r rr �� rr#M# rrM1A # # Woor r# �� rrr M r rr M r �� �� ###�� rr# rr r�� rr rr #Mr rrr�� rr r� r �rs� � �r ���r#�� r r���rrr /1� r rr r Mr A rM rr r rr rrr rr rrr l� rr�r�r rr��r �r Mr rrrrrrr rr rrr rrr rrrrr rr Mr A rM r#r rr rrr err �r��� rrrrr rrMr rrM r A r rrr rrM rr r���/1� r Mr/1� r ��rw r System Flow Rate (Oifflew Per Lateraff # Laterals X or#ke Discharge Rate) Orifices/Lateral 20 X 3 Laterals X 0.54 9prn Orifice Discharge Rate =�32.3-gRm rrrillsr MrillyrM �/1�M�rrMrA ��rrr��rrr Mr���r���i�rilk#rrr��M�rrrr�rrMrr/1�r����M���s� ��s�r MMMMM��MMMMW M�� rMMMMMME orifice Density (BedAlm # Total Number of OrMcm) = 1012 orce Pana 4 TANK SPECIFIC 4 TIONS 0 Minimum cover = 6 inches; Maximum cover = 8 feet (unless specified by manufacturer) 0 All manhole covers shall extend 4 inches above final grade 0 if the tank is within 2 Feet of final grade, insulate the lid to an R-Value of 10 ■ Minimum 18" of cover required over building sewer; Insulate if greater > 30' long and C 42"from grade or if C 60"from grade under all high traffic/snow cleared areas (driveways etc.) ■ if force ma in will have a "J-Hooka assembly, drill a weep hole in the "hook" 0 Building sewer. No 90's, keep 3 feet between 45's, maintain 1 inch in 8 feet (1 ) slope, install cleanouts watertight control box with separate pump and alarm circuits 1�1.QQ 97.50 ----Clean out Buick Disconnect Awn torcemaen in 4" 501 a 4 : 40 PVC pipe across tank .. 96.00' 93.75' excanrauon to prevent sme 4" SCH 40 ffd9 Effluent Filler settlrig 1 "-1.5" PVC r , Float Tree _ --- g� �. 91 08 �_ 1, � • w ... __ (Pump Off) weep Hole 90.00' 4" Pump Block rrrr __rrn____ ___r_dwdit rararrarar___r_rr_rr_ Tank Manufacturer/Model: Wir-WLK200/�NR Wieser �__ __ rrr_ rnr_rr _ rnr_ __� ✓rrr_raems_r mono M"_r__ ��r ritwo_r_ _ ✓rrr rnr�____ Filter Manufacturer/Model: Ek3st - GF-10 Panel Manufacturer/Model: SIDE Rhombus - Tank Alert I _-- ___ ----_ __-- _ rasa__ __----_a__rrrrr_ r_ _-__ _..r_ _arwrwr __rr__rrra ___ _ nos_ _ �wrwr r_r__ rrta_ _a_wrwr_ _ wrwr rrta_ ___ a__rr_-__ ✓oral__ _ _ rr_rara_ nor___ _a_ rara_-__ __-__ __a_ nor_-- WLP1200/800—MR TANK E-CIF ICATIQN -.S t 64' DIMENSIONS. , WALL.: r BOTTOM- r COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER #iE#GHT: 53" D.D. LENGTH: 164" D.D. : W#D TH; 960 U.D. � u � BELDW INLET: 43 * U.D. r r 4 CAST —A —SEAL 4 CAST —A— f i l LIQUID LEVEL: 36 � f i t l WEIGHT: BOTTOM 12,000 L OS. CDVER 8.17D LOS. INLET AND OU TL.ET- ' 4" CAST —A —SEAL 900T OR EQUAL t. �. t� GASKET. CAST--A--SEAL BOOT OR EOUAL �� INLET AND OUTLET BAFFLE AND FILTER: t FILTER III WISCONSIN, SEE DETAIL #1 U °° $ k, I (DTHER STATES SEE CHART) q a UOUID CAPACITY: 33.46 GALAN (SEPTIC) "----++►► L, _.., _............ ,..,. .... 22.24 GAL/IN (PUMP) LOADING DESIGN: 8' Q" UNSATURATED SOIL � # ME! MEW co TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIG/PUMP s C14 OR SEPTIC/SIPHON r 4 VENT CDVER: MIX DE SIGN #a (ND FIBER) g cc TAW: MIX DESIGN !3 (SMALL. FIBER) ;, } C) �00 CUSTt?WZEO TANKS: FOR CUSTOM TANKS CONTACT WISER CONCRETE 41 3'" j .� PUMP PAD DRAWINGS SUBMITTED 510E Ahw FOR APPROVAL 3g APPMIED BY: SHEET NO. APPROVAL DATE: TANKS ARE MANUFACTURED TO MEET OR EXCEED AST#1 C-1227 REOUIREMENT'S PR{)MCT5 hELDED BY: �� Pane 5 DOSE SETTINGS & PUMP SELECTION MMP EEREQRMANCE R=IREMEN Elevation Head. 8.01 97r50' Distribution Head. 4.55 Equipment Head Loss: 0.01 2 y: Forcemain Friction Loss: 0.4 ft TOTAL DYNAMIC HEAD 1.3.0 ft TDH-%Now ,�mwamaa� 94r42' .. - • MINIMUM FLOW RATE = 323 gpm . . DOSE REQUIREMENM 93. 2S' Minimum hose: 54.7 gallons 400r3 gals 18r0" Maximum hose. 120.0 gallons 91 r 7 5 ` Design Dose. 103.D a��ons 66.7 gals 3" Forcemain Feet: 201 1113 gals Soo" Fo rcman . p" e 91, 08' Drainback: 3.3 gallons .� ���gals 10" TOTAL DOSE = 111.3 gallons 90,251 option 1: Goulds - PE-41 FEET 40 FEET MODELS. PE51 PE 31, PE41. PE 51 3s � HP .33, .40. 50 30 -� �- 7 GPM 30 PE41 - 1 FT 25 75 PE31 20 20 t5 15 10 10 5 5 0 0 10 30 30 40 5a as 70 GPM 80 °0 10 rr rr ..w. rr �.�rr .r wM�r�rrrr.r�rr.r �� .rr rr rr rr rr rr rr rr •r � .rr r �. r � r � �Y � � .. - . (RESERVE) (ALARM) (DOSE) (PUMP COVER) Goulds - EP-04 20 30 40 Option 2: 3 GPM -- 23FT 5 5o GPM RaE nP A Installation Instructions for the GF 1 0 Filter Stop 1: ate and eve the septic tank covv, on the outkt side of tank. Step 4,-, Glue the filter case onto i he outlet pi pe . In wt the fitter ca rtridg e Into the case. (Make sure the filter is completely inserted into the case.) Fj BEST 'aAr TECHNOLOGY Step2: Before Installation, place the fitter case on to the cutlie pipe, Make sure the case Is Positioned so the fitler can be removed f rom the tank for m a inte- n a nce and service Step 3: For In ll ops that require or. desire addKlo n a I support- (If additional support 1S not needed, go to SMp 4) Glue a section of I' 5rh. 40 pipe to the t-wo h u b s I oc ated on the bottom of the case and the hub bcated on the side of the case. 0 Strap 5: For ln=st-allations where ft will be difficult to rear-h the handle, place I ' Sch ed u le 40 pfpe Into the tee on the Dandle and extend it to height that wilt make it easy tow move the Bier. , a MW M M M M r M M M ow =a '— MM OM � I Installation of an Some as anew vptee only the septic tank eXiSting SySteM must be pomp prier to huta I I atil o n. M � M M � � � � � M, r � No Maintenance of the G Filter A n me f rame fill whit h sep 6 c tan Its a re servlced is set by state a rid local coclem Ai tho u 9 h t h ey may be different, most re-g u I at o ry a g @ nci es suggest two to 6ye years. We. recorn nn-en d tine GF1 0 Gilt cleaned wh e n the seol c tank is no rrn a I ly cleaned and pumped, or as needed., J. WARNING: if the liquid level in the tank is above the top of the filter, pump the to prioir to removing the filter cartridge. -W' UNOW so I 0 CAUTION.P USE RU BB E R G LOVES WH EN HAN DLING FILTERSI Stop I - Re rn ove t he septIc to A cover and pump the ta nk If necessa ry to prevent any solids from esu pi n g to the //0000 field wfie n the lifter is removed. Step 2- Pull the filler handle and slide the filter out of the case, 0 Stop 3: While holding the fitteir carte cm the a c-cess open Ing of **tank, ri n se the ca rtirkige off with fresh water, Take care to make sure all solid mat-erlal falls back into the tank ,OAF; TECHNOLOGY 3 FaKiel d Blvd, Wallinqfwd, CT 06492 1-677-766-9565 Fax: 203-284-8514 L4I Stop 4: 1 nse rt the cartridge back into the case makiN sure that it is property Agned and complewly Insefted into the case. AMX4GEMENTPLAN The owner of this Private Onsite Wastewater Treatment System (POWfS) shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. This management plan identifies operation and maintenance activities necessary to ensure long-term system performance. Tasks that should be performed by the homeowner are identified. Professional management tasks shall be performed by a registered P W S Maintainer In accordance with SPS 383.52 (3), Wisc. Admin. Code, however, it is the homeowner's responsibility to ensure all tasks get accomplished In a timely manner. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard If not maintained In accordance with this approved management plan. ■ steep this Management Plan with your Septic System Owner's Guide. ■ steep copies of all pumping records; maintenance activities and repair invoices with this document. ■ Review this plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. MANAGEMENTFREQUENCY Design Parameters sp%m specificauom Number of Bedrooms 4 Septic Tank Manufacturer New Design Flow (gpd) Soo Septic Tank Capacity (gallons) 1205 Soil Loading Rate (gpd/ft?) 0.6 Effluent Filter Manufacturer Best Standard Effluent Quality Effluent 1 Effluent Filter Model GF-10 Biological Oxygen Demand (BOD) 220 nW 7 Pump Tank Manufacturer 1IIIIeser Total Suspended Solids (TSS) LW mg4 Pump Tank Capacity (gallons) 801 Fats, Oils, Greases (FOG) 30 m&l Pump Manufacturer Per Installer Treated Effluent Quality Pump Model Per Installer Biological Oxygen Demand (BOD) - Me/ Dispersal Cell Type Mound Total Suspended Solids (TSS) - mg// Fats, Oils, Greases (FOG) N M94 Pretreatment Unit Description NA Max Effluent Particle Size (in) 1,/8 Horneowner Man ment Tasks tonal Ma ent Tasks Check (llsten, look) for leaks In toilets and dripping faucets. Repair leaks promptly. Regularly check for wet or sponger soil around your soil treatment area. Contact service provider if issues arise. Control burrowing animals (gophers, groundhogs, etc) Keep bikes, vehicles, snowmobiles and other traffic off treatment area. Alarms -- Contact your service professional If any alarm signals. Lint Filter -- check for lint buildup and clean when necessary If you do not have one, add one after washing machine. Caps - Make sure that all caps and lids are intact and In place. Inspect for damaged caps often. Fix or replace damaged caps. Effluent Screen - Check and clean per manufacturer recommendations. Liquid levels - Check slud a scum effluent levels in all q g I I system tanks. Recommend if tank(s) should be pumped. Pump all compartments every 36 months at a minimum. Inspect tank inlet and outlet baffles (if applicable) Check draintleld effluent levels (if applicable) Verify pump and alarm system functions (if applicable) Inspect wiring for corrosion and function (if applicable) Clean drainfield laterals (If applicable) Check event counter/elapsed time meter and evaluate water usage rate compared to system design flow. Check dissolved oxygen and effluent temperature in tank. Check for surfacing of effluent or other signs of problems. Verify Inspection pipes are capped and Intact. Provide homeowner with list of management results and any action Ito be taken. arm ly #� r�/ ftlft , eft (if applicable) �.HM.M�./w/�.rr�. r.H.rM\. Nw/MAM MM�IrrN Nw/wW►.w/.NMA..M.MN►MFr...M.MN►MFr.MM.rM\..sN. MiF�i.�.wW►MiF�i.�. MiF�i.�.wW►..MM.NrNN.MwW►wW►rMM wW►rM\.wW►w/MMri�wW►wW►Mri�NN�...NMiF�i.�.w/N NRNrM\.w/N r......1..�riN.�1N..N ! POWNREGUL470R. Sr 0i* Coui*zw11Yg ADDRM- -U01 0 v mk) k W RD, SuI * Huds wj W 16PHONE, (715) 38646M ; lryrM\�MN.!!w/w.fN.wrN..N.wr...w...N.. w�MMAN rM\.rW/►w/NrW/►w/www.ww.ww.F1��MWM1/M.N�MMMwMM.1�W►MM.rW/►riw/rM\�rW/►wW►rW/►Mr�y/rW/►.rM\.rM\rW/►MM.MM.ww.ww�rW/►w/NrM\.rW/►�,alti.M....w/M.M.w/.rW/►.ri.... w/1NN w/I.��MA.. r..... N..rN..r..... N..ri.. N... w.. �MiM Pa np. R SURD -UP & OPER4 77N • Prior to system operation, check septic/pump tanks for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected, have the contents of the tank removed by a licensed septic professional prior to use. System start-up shall not occur when soils are frozen at the infiltrative surface. Duril3g pMr- .Rump tanks may fill above normal high water levels for system utilizing pumps. When power is restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading of the cells. Backup or surface discharge of effluent may also result. To avoid this situation, it is highly recommended to have the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal operating levels prior to restoring power. Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the area within 15 feet downslope of any mound or at grade system or secondary septic system site. MAIAffENANCEINSTRMMONS Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. 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 combined sludge and scum, and to check for any backup or ponding of effluent on the ground surface. Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any. unsound/defective accesa ggg[ling-s shall be replaced immediately 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. Banding of effluent on the ground surface may indicate a failing condition that requires immediate attention by a licensed septic professional. Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle, or whenever the scum layer is within S inches of the bottom of the outlet baffle. In no case shall total sludge and scum volume occupy greater than 25% of the tank liquid capacity. The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. 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 and should be evaluated by a licensed septic professional. Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's recommendations. QIVTi�N PLAINS If the septic tank, or any of it's components, became defective the tank or component shall be immediately repaired or replaced according to the original system design specifications. If a dosing tank, pump, pump controls, alarms, or related wiring becomes defective, they shall be immediately repaired or replaced with components of equal performance. If the soil treatment component fails to accept wastewater or discharges wastewater to the ground surface, it shall be repaired or replaced by; increasing basal area (if toe leakage occurs), rebuilding the component at the secondary system site (if identified), or removing and replacing biologically clogged absorption and dispersal media and associated piping. If repairs or rebuilding is not possible, a new soil and site evaluation must be performed to locate a suitable replacement area if one has not already been identified. If no replacement area is available, a holding tank may be installed as a last resort replacement POWTS. A8 4111DO11 MENT If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to SPS 352-354, Wisc. Admin. Code abandonment regulations. Requirements include; - All piping to tanks shall be disconnected and abandoned pipe openings sealed. - The contents of all tanks shall be removed and disposed of by a licensed septic professional. - Tanks shall be crushed & filled, or removed. - A septic system abandonment notification shall be submitted to the appropriate local governmental unit. WARNINGII SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN, DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES, DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE, ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK, Pane A Pape _ cf -2 I MASA01i Of 194U�P-UY � , x- e ti ,..*� but 1V34 lim lind tn• vo;.t and w 0mamt o M neorr A Fes; (Yyqona�:nfumul--or you Ptuivide rmy be used for Ll F Propnrty Owmc PtopcAy WAWX t lAl N Iit L uperty Cvqw. On. OAF4%n i Lot 0 , a [ !C Gods � Nwd rii r {city �_l yr , Ovm Nearest Now C e nv T °, Mlp,4�e� GPO swtstnudliftm I. 17,c R c MiW I Mon � U,�r M Wn'vxms �' r M �r�� .m • , s� � I k;xxil t ILiry FBI rvali n Apf�w�,rif .... fi- ( 14 : f u - r j ux i i toks and u=M�dafron.,ii 9�L tKA I Rate DcpM .+per" •�• ,TA1eowtj Sn;11,1 AA < LA/ _. -le e'lly Z+ Ir 11 .4 JL I J4 son J e F r*pffi n'im kr6". C C kur I {edox D I u xturc r 1 ` M LlOund&Y Efts _ CO2 l , .41 �m #2�.. :, CST Nub: top _w IF 6 ONO 2,11 e I ^ yE Page 10 A -7 �-' "I IL A< cl — -] oor*v # r- L)eplh So hrnll'Ljr�) 1.101lt in PW Groumi sorkm d4m&,�fl- oHpul ommIrtlort cAkK R(,dox Oescriplkn lexhim Sbummo ConewdersCP. 80to vJ,": r y In. OLL & (7<,A* CAM c2r. .97- w Ifni T(W — --------- U, W" U 1>�l . Dsob Lkxvkw�t Cc" fZedox DescrOm Tcxlilpm In. marlbo4l Qu' AL CML (',Gkr Ll &*nn Ll P� C*rmxid surlzxx ;-7:cv. r)Mtb tn "ftq forltw M. 20A Rate Bucndwy PUXAS OF fit I "1 112 SinxAtire IAOM:41 Smindary ltx vo t Depth Comimg ('-r*w Red= nesaO*mi loxtuflo I In. rlAn"t"m W, AL7,CAW, Co; -of r. 17 + " rfflueM Of I '- UM, > 30 2r. 220 "pl and T SS %> 30 s 1 .50 mq& " L-ffkwrkt 92 -r ROD, > M iS 220 aV& " TM -d- 30 -e, ISO mqA Page 11 f A f y. A�, Ile, oe NN. Wh pjl�;7 or Page 12 f� , a i i P d •r 3� a w4v{ y s ry—trip.yy4 10 - E 'sOr ti _ 01, Y Mr t � jF k, `{ d Moe, qt d - ° fie, ql' T j[�-1Ej P • --• F • E y iiozw�`±F 1�p a ,' - _ • { - ✓ ry�1 a� 4P a �T R F} S -y. �. 1 °•-.e_ p `! i# 1 5 ; ;dam i i4 * Yi y€ #'+ � _ } �•$ ! `�• , ° P i .E y07 * � • - e i e e # a y a ''•° i� dam{ lP fl% 1 f ° ` ° , , • ° _ . `E .. a Y1� r ! . • -0 .f y. . .. . i r y t + ° VL' r ° i,. • r ° 5 ` ------------- Y ,� d� 3 F • 1 6 - fi �• IT i • a P '* �rt _ i 4�11 ter. s� E° _ CAI-- d- .j '• + - - � j eeeeeeeeeeeee.a¢ � � � � di P' . e r e� e $ i' ,• e _ 7 � aPam.. S-r. IC2o Prv1-Y SANITARY SYSTEM File OfficeUse Only OWNERSHIP/ADDRESS FORM Crftted 212021 Comm' unity Development Department will utilize this information to provide the pr-operty owner with infornhation regarding operation anjd maintenance of your new or replacement sanitary system! This itifor ation will be provided as part of our ongoing efforts to protect public heafth, your well, groundwater, surface water property values, and County resources. Once approved, this completed form, and educational information will be sent to you by email. OWNER/BUYER INFORMATION Z Owner/Buyer C-4 Mailijq Address j P 2. City/state/Zlp 4e Phan Number (required) L Email Address airs r. Parcel Identification Number (f ou nd r) n the property tax b ill) NEW SYSTEM: LEGAL DESCRIPTION Prope Locatiorv5lrl/4 14 S e c. T N R S Subdivision Plat., erU., A.-; 4 Lot Certif led 5 u rvey Map # Volume P Paae Warr nty Dmd # (before 2006)Volume J Pag e # Numb r of bedrooms Spec house A4es 13 no Lot lines identifiable 13 es no ky, Address (Siaff Inhials) OFFICE USE ONLY 13 ram' 14-vr=, aej, ou ��s N1- (Ve ri fication of new addm-ss req Lired from Co m m u n I ty 0 eve I o pment Departm ent fo I new construct i orL) (Dal q This Mrm must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New "m; Include with this form G re c o rded warra n tyr deed from the Register of Deeds Office and a copy of the certified surveylmap if reference is made in the warranty deed, Community Development Department- Land Use DvIslon 71 S- 86-4680 St. Croix Courity Government Center 715-245-4250 Fax ccid crwl flnv 1101 Carmichael Road, Hudson, W1 S4016 -WUTL� 5 Cjwl LL�) V Document N-umbcr statc Bc,lr of W isconsin Fonn 1-2003 WARRANTY DEED DocixylenT Naulle THIS DEEI),, made between Anne J. Schroederand Brian 1. Scliroeder0N i ft, an d I i it s b a n d ( hePrim ft i.- r "Grantor," whether on e or more) . cc ii v e i i d W an- i 1,; C 1 ty Co t t a ge s, LLC d 1) ',L Ric k o ry Hom es ( here Ina fter " G ranteC.4# wheth C r o n e of more), the following described real estate in St. Croix County, State of Wisconsin, -Lot 14, County Plat of Sunset Hollow ill tlwl�mi) of Richmond, St. Croix County. Wisconsin. Exception to 'p ari-anties. caseni-ents, restrictions and covenants of Tecord.; hiway and street rights of Way" erind Municip,-,d -Laid zoning, ordin'WICCS,'Ind agreements entered under -them; and futi[i(•]' "v.-L"! estate accruing in die year of this conveyance. 4k Dated JuI48 2020 y 1108412 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 08/03/2020 10:54 AM EXEMPT9: REC FEE 30.00 TRANS FEE 120.00 PANG ES: 1 "The above recording information verifies that this document has been electron ica Ily record(,d & returned to the submitter Recording Area N I anicand Rt�tuiTi Adch-�;-� 5 75 N. K rwwles ANc_ S U-1 (t -13 New Ri('1-,M0nd,, %%,I �26-1172-14000 Pa r,- c I [dient i fi cat ?on Num her (P IN .[.Isis IS NOT honiestead property. (SEAL) Amle J. Schroeder *Brian J. Schroeder (SEAL) SEAL) U 2 Z, A UTIJ ENJI C'A C1jCFkN C� >1?, Y ACKNOWLEDGMEN71' AV Z Signature(s) ni OF WISCONSIN. authenticated on July 30 2020 s 0 St. Croix COLJN'I'Y +L_ 'TITLE: MEMBER STATE BAR OF WISCONSIN (If not� authorized by Wis. Start. § 706,06) THIS I`NSTRUNILNl DRAFI-11) IiY St- Croix County Ab,,ti-act S,, Tit1c Inc. by A,my Nlonson al the direction oi'fli� Clj-�mtoi-. 20-S' 1000 �% r% Personally came before me on iW*6 day of July, 20.,.,0 the above. -named Amie J. Schrug oiler land llriaii J. Schroeder. wife and husbam] to me now to be the person(, s) who executed the foregoing iristrun,rat aand7acknow led ged the wine. Notary Public of WiscoTisin My Commission (is pen-nanent) (expires: (.S,iuriattires may be aL1tl1L-Mii%1(ed (ir acknowledged. Both are ma necessary.) 1.- 1. NOTE: TH IS I S A STAN D:k V 1) F0 RM. kN N N I OD I F I (" ATI ONS TO ``III S FOR's 1 111 () I'l -D BE C LE AR LY I D ENTI 1, 1 E D. WARRAXTY DEED C,.7-i 03 ST A T E BAR OF W I SC ONNS I N FOWNI NO. 1-2003 * Typc name beloix, signatures. St. Croix County 1108412 Page 1 of' .1 SUNSEr FICLLOW (A COMW FLAI) L OCC'- O'e NCVb4O9#of' �4 ro fie !/4 125W P.OLP -mWtA reed C~ p $%do 4w_ y ftbwmdiH 'AMIN 4woftw Vpt :-mq X,�; gwow JIIL-Xk-V I A PPOW 5r ,law" 0 4 4 -m-a Mrs LCTV -*d so ot V "am mop iL X& JL T p ik. &LI IN moftea w am umvpT 140 qp U , Nor --L bw AL Apt be— LOT$ 'rd Al Or t AO OU Lore AlL."', AV "Wom 17 4was IN' 9 f5 *mom cm- w wmuwo-4 a A AV i jo mw 1-1/0' L If MVW owwft■M3 4m pa *or IM-PA' S." 1p"MW LOLA . Lw R*ft Q kwvqw- bwwvm do 4LOrf wr.0 10 L ho-p Qpw" 74mr ft $0 9 V PARe M&WLW lit 'LOT4 Ap 4v 04 It 4v —zo map, 40, IF• =AMMI "'400M -',VA�U P-M vi I �m EM16 Am if Am ID WMM .,.& j 4owd k.", 4W IA- Mw,� Ile., Iwo 0111:1110-w-ow"m ti, a V-'-RffrTrj-7M ff-T74W-F7MWW7- llm-�ffr,"Wk--Mr7 jw 04 IN rdW I j , P--p!%W!L !W law Comor I d, C %POW dW $44" Document Number I Document Title St. Croix County Occupancy Affidavit City Cottas�es, LLC Name -- (Owner) Typed or printed Ike/she is the owner/part owner of the following parcel of land located in St. Croix County, Wisconsin, with their deed or document of ownership interest recorded as Document Number 1108412 St. Croix County Register of Deeds Office. This property is described as follows (include lot no. and subdivision/CSM or detailed legal description): Lot 14, County Plat of Sunset Hollow, Town of Richmond, St. Croix County, Wisconsin. OR: )See attached deed copy for legal descriptions DOCIij: OZJ,4 Oil Tx:5732755 1161007 BETH PABST REGISTER OF DEEDS ST. CRO IX CO., WI RECEIVED FOR RECORD 11 / 10/ 2022 10:44 AM EXEMPT #: REC FEE 30.00 PAGES: 1 Area Name and Return Address h96*4MYHTW4L"-_5- 5.� O-MA M, t�� 5 Ltd /&, 026-1172-14-000 1 Parcel Identification Number (PIN) As owner of the above --described property, I acknowledge that a Private On -site Wastewater Treatment System (POWTS) serving the primary residence is sized for 4 bedroom(s) with a design wastewater flow of 600 gallons/day (DWF is based on 150 gpd/bedroom @ 2 persons per bedroom). A maximum of 8 occupants are permitted; if the number of occupants exceeds the maximum for POWTS design, the system may be undersized to accommodate increased wastewater flows and/or contaminant loads and may be subject to premature failure and may require modification of the POWTS. I also acknowledge that I will make this information available to any future parties interested in purchasing this property. Dated this day of AUTHENTICATION Signature(s) authenticated this day of , TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) MS. INSTRUMENT WAS DRAFTED BY: St. Croix County Community Development (Signatures may be authenticated or acknowledged. Both are not * �/jltw c�• c 1PMa-ate. ACKNOWLEDGMENT STATE OF WISCOMff }ss. Croix County. } . Personally came before me this day of the above a1 �d _ 6L G it�itllll�#f j L. %i: 64M ft.person(s) who executed the foregoing instTlii . apd acknowledgeUe same. C,��■ o TA dok ti. Notary Public, State of Wisconsin , .. ,. • My Commission is pennanent. If not, state exo4is r 8t 1C�` j `t��w�db Date: rl "" _'r d� a ��+f�■.i a? •_ i110:10* St. Croix County 1161007 Page 1 of 104m pq ................ d 4- ............ . .. .4 lei t IP I Al 4 41 aTh-14 I ral" sommommmmmo NNW . .................... ........................ - ■ .. . ...... ...... . . .................. ... . ............. ... .... .... . ... ... . . . ........... ........ .............................. ....... ... ......... . OR J�I .. .. ................................ -mom ................. ........... . .. , llol II Id� � I �II:IIII9NI1 ..... cl �l� ......... . . . . . . . . . . . . . . . . ...... ...... . . . . . . . . . ...... ...... ...... . . .... .. . .... .. ..... ..................... - 11 z I A 4 q Aff MAN a$-pk a1 r__-----______________�� ___----_�_ __.�_----__� w_______-___-_ -� ! r _*, kL to Wa*wA Trarrlilbrt """ Lookout to Wallotrul Ttanslt ! ! ! 2 WaRrorA Frrexh tresulatiaa iR" Y �" Poured Concrete Foatirrs Unla s Ofherwira Noted ! Y' w/ Forrn-A4kaln DraMile forms ! Poured Concrete waum Feat nda0wr Walls As Motel ! { Waterproofft-. j { i 5pr7Wproo** below hide 1 ! I ' Favadolon SracigR as nwded btr�ton all r Foundation Contractor Walls ! y ! ! i ' IMenior Bewl%NO inp by Foundation Contractor f I ! i wl Treated Wood Curbs by framdnRContwtor I j ! :. ! • 3�" Irrterbr poured: Concrete baserrrerk hoar w/b nW■ HOUSE U SE FOUNDATION ! � • ! N ! ! ! { I ! AOC LE { .' I -Ra#�R !Me►ivr Faotlnp 6" i •, ! { •• ! i ! ! I I ; I { { il'•7" ]'•6" i'�- 2'-2" �3' "f- i'-t" �f'-6� 33'•7" • . ! f rwn Top of Fasrndatbn _ .� — — — _... — T — T .� — — — �.. — �.. T '...._ — ......,... , I .--- I I ! { ! I I ! • I � � � ! 16 i { F!W!w mad" was Maud►: ! ! �ls" rF r Powed Concrete FoatkW { ! l I l ! ' 64x St" Pourers Canoete Garage Foundation Watt I ! ' P*wall sprstrptoof %abort Rode € ! on $&NO walls to Makh house ' 4'Coacr4t4 Poured GaMP Fbpr di I I ! } ' Pk wrd in pWA where no support ledse— { { ! { drop Porch Walls s" { GARAGE FOUNDATION FRONT STOOP I { ! ! drop Parch WON a' 1 I UNEX AVATE I ! corrs�. ir�rtt i} I ! 4" Powed Concrete ! J ' T F Y R" x 3.4" Poured Cowtot4 Porch Foundatbn W I { r MM 6" Compacted fill ! _ _. , 4" Concrete Poured & Woom fihklred Porch r ! I I I t. { { { {3d 13 r. M to ! { { { SCAR:: VC -IV bl { L .. /-Drop Cowl i" Rom Top of Wundotion ! E __.____I ______I L— ._____ rapturtoutR frartrTopo# �ionJ € 1Wsuwy T : 1V 2" VIA s• -6 � 12' Fa 55'-6* 9'-V 12' `HICKORY lit}A111 Lftr`w^n%r "^&Arre ail - ina wev Hudson, wi 54016 Mite: 612.559-2991 www.HickDryWtms.com MMMIldnLic: K639838 WI Mildts Lk: OCC127979D Pialact Ma nftr: 2040-017 Plan Mama: TW M URPW fleMioa! At w/o Stone ML03 I L 744 I"IA113.0I LT PWRGY COD[ a wwon►gin - 2009 MCC 0 MM - 2015 t'nernrCode ou"Amcoof ® W*onsin • 2016 UDC © Minnesota • I012 iRC C W� IZJ r�rrr, W v F W F- P4 1tt SQUARE FOOTAGES Foundation 1.224 SgFt U trnf rJiwd 278SgFt tL FWO*d 946 SO Maint4val W12 SgFt tipper t+twl S11 Syft FM*Ad S" 2AN ft!t t+oM Porch S75uFft GanV 776 Sqn it Concept ogwlnp - MFC © Rid Set erawinp • MFc IN Construttiart DrawkW Duwn Ky. Sol Jensen 622-5510.2 1 RNt.l M"*Nitkar"vnMCom PAGE INFO FOUPLAN NDATIoN 2 m 5 ` Hickory Homes - When You're Ready for Better E 0 T dp -401 _lp N. -0 q- M 74- L fi%'- IkC3 94' r MY M, Sr Grra - ^- i K REM to k-llvq- I 0!pol i ld V ml % yy *p T 0 Pi 110 t 2 ir ti A, �7- 4-1,1112- rk I 10 .6 10,11,ir coppe, TO. % 00 11&16 -1 ;'Amp *+ So 0 ll'F' f, dr 4 L F VEL FINISH Q! i...ture I Firin . h L QWfR-LEVEL FLWH AW N* F ini! P VALE PI rtLal F lin�ILPi, a m 1$h� AMS Ai N(yted C -omp4tt Lower LEI 4n4h H I C K 0 R Y Ill."kil' HICKORY HOMES %J3 j"4itf1*1 i4uc:Iwm WI iAUU, —4eve 61) =s,%L;-j4q1 Aww orKkvjrV*0",L fiwpq AAN DWI'% LX eCb�--,dff A 4Y1614FIl.tiW PROJ KT JNFO Por,jeLl h umbrr Iwo vtji-.,Nanw rm FAi 1.-, 1 f %kA ian -, i r5 %'L'- A4;-A -Ll. I 1 -01 N1 rtqr nClf 1012 uv v p% 3K t UJ Z LU C6 b.- LLJ 43 WM 4 SQUARE fOOTAGES f,DLvWA*" lJJA %qti (I L4qtkv&'Wd J'Al %gFl L L T4*VmM gm WAP I Matra LCWVL 1111 Wl appop k nitl %TJ %qlrt N*hh" 1110% XA" kWh H rwA ftrf It sf4ft PLAN VER , S40N 02.05.2021 „ra lea KK EW*wpi My 8A,*r"afl PAGE INFO LOWER LEVEL FLOOR PLAN 3 6 Hk" Homes - VA* n You'r 11'�. � -- 4,• 11'• 10" 2' 6" 24'-' 5' 3. 6' 1" 5'•V —�— --- W w — IV-10 1/4` �'•S 3%i' AW4W MY•CWI5 AW2 120611 AWA SMi-C24 1Rf " rt 14" Ro: 4R " rt 40 1/2" tt � X*ti �' L�li qll SF .1Ir Fa 1>FF�4 Steei Wa gated CJAW Sty* C WiD mes mil aireoft 39 2" fmwhq RC, li'2" x TV Mwi�r i • if rA!' 1+* iw� Cwnr 1a Cwnr 11' 11' 22' 34' --- -- 55di" H ICKORY 110m f S Off t: 612-5594991 www.HiskoryHemmtown MN 81drs Lit: BCS19US WI SWm lit: OCC12797% PRwECT INFO Project Number: 2020-01 T P a Mama: ]1•tE Mtl1lPW Fiewtkan: A7 w/o Stone ML0311,7441 W JA113.01 Li "*ROY am ® wixomin • 20091FCC ❑ MN • 2015 EnerBY Code SURDtN6 CODE ® Wbconsin • 2016 UDC 12 Mkfnewta • 2012 itiC 6n LU U W a� J � � W a � H � f d W w� sr � Q SQUARE FOOTAGES FowWation 1,224 SgFt Li Uftfintlwd 271 S4Ft LL Finblud 945 SgFt Main Level 1,231 SgFt Upper Level 512 S4Ft fimw" w% ZA" 94ft Ffam Porch 57son PLAN VERMN 02.©5=1 o concept Drswinp • MFC 0 Rid Set Drawhtp - NFL ® ConMfwtion Drawkrp i tmm By. Bill ler"n 622-559-2991 ilil.W"npHiCmf"nwLC* i PAGE INFO MAIN LEVEE. FLOOR PLAN 4 OF 6 Homes - VVt*n You're Ready For Better Doclil;1ent N1.]MbC1' State Bair o 1-%V 1 scons in Form NVARRANTY DEED DocuTnent Nainc. 1108412 BETH PAR R�GISTER OF DEEDS ST. CROIX CO., W1 �� jRC VED FOR RECORD 00t, 61 3/2020 IG:54 AM rr0o 00 TH IS ISLE 1) , wade between Anj ie J. Schroeder a ii d Brian J. Schroeder, wife a ii d 1i u s 1) a n d ( hereinafter "(1 ran to r, " whe t I i er one or more), conveys and Warrants to C,1(y Cottages, LLC pi Hickory Homes ( lie reinafter "Grantee," whether one or ninre)� the f6flowirig described real. estate in St. Croix County, State of Wisconsin: J,ut 14, ("ounry Plat of Sunset Hollow in the Town of Richniond, St. Croix County, NN"Isconsin. Ll':\ ception toy aiTanfics-, casenients, r-ostricdons and covenants of record; highway and i street nglits of way-, and Municipal and zoning ordinances and agreements entered under them-. and funkier except real estate taxes accruing in, the year of this conveyance. ik- Dated JUIY�8,'2020 EXEMP'T#-. REC FEE 30.00 TRANS FEE 120.00 PAG ES: I **The above recording information verifies that this document has been electronically recorded & returned to the submitter Recording Are}.; Name wind R etu rn ,Adult St. Croix County Abslt-LiCl. &TItle Co, hic- 575 N. Knowles Avc- Sukc -`B New Richnwi),.J. W 'I .10 1 '7 026-1172-14-000 Parcel Identification N um r (PIN) 1"his IS NOT hoirnestead pTopcTV. (SEA J_L (SEAL) Aniie J. Schroeder �Brjan J. Schroedet" (SEAL) 7 (SEAL) 0 N-- AUTHENTICA-3'14�.N ;�,R Y ACKNOWLEDGMENT Signature s) V! > P S'1:VFE OF WISCONSIN authenticated on July 30, 2020 C� Aq qx St. COUNTY E 0 1 I.folI111W ^ T I TL F. 7\1 F\-1 B F R S T A TE BAR 0 17 %--V1 S CONNS I (If not, aW1101-i/ed by 1�iat- § 706.06) THIS INSTRUMENT DRAI-1 ED BY St. Croix County Abstract Lk,,, Title Co., Inc, by Array Monson at the dire boil of dic Grantor. 20-S2 1000 Personally came before me on day of July, 2020 the above -named Ainje.f. Scliri)eder and Brian I Sdiroeder, wife and Ilusband to me known to be the person(s) who executed the foregoing instri nt and acknowledged the sarne. y. 7�lt LIM, 1144 Notary Pithl ic, S.ke o f, Wisconsin my cojlilnlis"�Ion 0�, pel-IMInent) (expires F j t � (Sigllattli-CSFII-.IVI)CaUtil-L"'I 1catedorackno%%]vti�,,-cd. NOTE*- THIS [SA STANDARD FORM. WARRANTY DEED 201 3 SlA T V R A R OF WI N I N I ('11"hIT NO. 1-20113 * Type name be lo ti� signatures. St. Croix County 1108412 Page 1 of 1 5T "d-c I Wisconsin Department of Safelyzhd ro sional Services Page of Division of Industry S e r4 I ices 1� .. _k SOIL EVALUATION REPORT An.ccordanc with SPS 385, Wis, Adn). Code County oil Attach complete site plan on paw not lesA. #)an: 8 s in size. Plan must include, but not limited to- vertical and,1u"4aoteHmfMWn- 'ce 8 M). d 1 recti o n a n d percent slue, Parcel 1. 1). Scale or dimensions, north arrow, and location and distance to nearest roald, Please print all information. Reviewed Personal information you provide may, be used forseoondary puses (Priva y Law, s. 15,04(1),(rn)), A Pro erty Owner Property Location Govt. Loll 114 YW=" `' N V4 'Z7 741 OL Property. Owners Mailing jkddrLot # Block # Subd, Names� City St to Zip Code Phone Nurnbeir city Village own L4 Z7 NeW Cows-trucrion Re side ntia I I N urn be r of bed rcHDnis Code derived design flow rate GPID Replacement public gar commercial — Describe: :Iarerit material Flood Plan elevation if applicable ft. .3eneral comments and recommendations: Boring # Boring H Pit natip. N R E (a r) W GSM# Nearest Road "J Ground surface elev. ft, Depth to limiting factor in. IRnll Annlinnfinn RMA Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont- Color Texture Structure Gr, Sz, Sh, Consistence Boundary Roots GPD/Ft 2 kEff#1 *Eff#2 z e2 -12 . . . . ...... Aq gal -7 Soring 4 ❑ Boring ( Fait Ground surface elev. � ft, Depth to; limiting factor jn HoOzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots In. Munsell Cu. Az, Corit- Color Gr. Sz. Sh, A, ,z2 I SGII Application GPD/Ft 2 "Eff4l *Eff#2 de 4 C. S T _ aerie a l ignature CST Number Address D a to Evaluation Conducted Telephc�ne Number Boring 4 Boring J� Pit Grow d surface elev. Lrft Depth to limiting factor - - 2-7-1n, Horizon Depth Dominant Color Redox Description Texlure Structure Consistence Boundary Roots In Munsell Qu, Az- Cont. Color Gr. Sz. Sh. Soil Application Rate GPD!F12 *Eff#1 E T4 2 '2Z - Z z�c . Boring # El Boring 0 pit Ground surface elev. ft- Depth to limiting factor in, Iqnil Annfir-qfinn Pate Hon on Depth In. Dominant Color Munsell Redcx Description Cu. Az. Cont. Color Texture Structure Gr, Sz, Sh. Consistence Boundary Roots GPD/Ft' "Eff#1 "Eff#2 M= Boring pit Ground surface elev. ft- Depth to limiting factor in_ IRrail AnnIlP.Winn PAP HoHzon Depth In. Dnmnant Cold Munsell Redox Description Qu- Az. Cont. ColorOlor ' .......... Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPID/W *Eff#1 60#2 — - - - - - ---------- 0 Effluent #-1 = BOD, > 30:5 220 mg/L and TSS > 30!5 150 nig/L * Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 3,0!5 150 mg]L Boring # Boring Pit `- Ground surface elev.&:51-00-ft. 41, Depth to limiting facto, in. CA] A rznl3n stirsn CQ•%*n DominantColor Redox Description Munsell Ou. Az. Cont. Color . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... -- 0: Structure Gr. Sz. Sh. — - Consistence . 11, W� Effi r "'A I M, WN A 0 , IN, Am �r W/M-, �1RA lrl�S710 �l�Al!����1!�■1.��iWAFM , I ffMOV F PT 17, 'N'IWjA, WE. -. �e W - 4 1 M WAN Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cr%H Annliro#inn Po+,m Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt' *Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Qnil �r�rlir�firtn l��fo Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 5 220 mg/L end TSS > 30 5 150 mgtL * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mWL MR 21 4Jr f3 o Lo rY� + '• ' e, r s i s-� P d es{i rt• ■ .: e i e e + e + + y' y • a "t,.F dert ' • • a+ f e } i t ii r b d 4 .. YJ iw7 "` , . e••Y +I:. F - e e e i 1 1 3 _ • � ; •�• a S •�i 7 4+ �'- � F df♦ i 4 f �.• ! 5 1 Y#? e• e �� b a y s ;. s •� r -'. ''ti � � b b it • f ! i' � • !' }� • t \ 4 1 fed-��iY j���l'J asFF+`�'y Y-e#e eb7 f+�#y j°e+-+ IA: ai •3� `'� .; a 'e• f � ii i i .I •� • '1 � a, !� d -Rik '41h 4b,r • a rP i e :� } -� 4 � i a • � ICY eeeer 7 i •� ; F LOT -� �` 'ti } e ■ J ' ;y . 12Y ° e��%e 1r'Fi i e y d `� i yr r}+ Jk L.r hr A` We +€ { 'qfr7 i• ,i 'j,C.9 r 5 ' �• , � 1 ��11 Ty1�•F��'TF s, ' � � eF L a .1 Lj + Z. Wft e 1 dq dill • t ' r 1, . a • 1 • f e ' r Lb 1 5 f w �4. ir. y b ` i +dr ire � a:a•/ � � _ i � i Y • -4L _�"Ff�F t#• E d F' -P" �' ` ��J�/j5 at h 2 i • Y }}}...��� • e •S � d • ��ye 1.4 r - - 1 + a s a 9.r f r r } i► � yl a ' it r! _ COUNTY S E . SANI A I - 10 41M rCk L 0 VAILLYA01 MIC PLUMBERfaAe.) "A Ce# tp---Wl TOWN OF S WE C IT 3Q N VISIBLE SBD-06499 (RI L`21 ISSUING OFF 1.1 r�-j 1 l�l�i �, Y� C I IAPTE R 145.135 (2) N)j (a) The Pu usC of t - sa of [lie privy 1,111 de The ap al sanitar� regulatj"s a n the date o (c) rnlit is valid s[)Cci iod. 1 % ged regulations w"I n 0 sanitary permit. i-STATUFF S it is t(P allow installatio% in Me perntit. snit is rim -A. Inday d ve for a inAa i2Ctv of a (c) Renewal of the santita rr e hased on regulatio - in force at t eival is sought cha ulatio 1P -dt renewal. it it is iransfer.,d) to 1 7 1979 c. J4,2 t I c. 314 at No If you wish to renv%- permit, or transfer ownerNhip (Pl' 111C Mit, please con i�! c<pvjitty authority. Wm 0 -OM THE ROAI) FRONTING THE LOT DURING CONA-ISTRUCTION i ra& had )1(9 160,7) ML qu Kevin Grabau Subject: PLOW - 645478 - Nelson - Richmond Start: Thu 11 /17/2022 8:30 AM End: Thu 11 /17/2022 9:30 AM Recurrence: (none) Organizer: Kevin Grahau Categories: POWTS t,2 +--- . , y /tu 3D,I 11 LOU 1