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018-2013-14-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 572872 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: 018-2013-14-000 Oevering Homes LLC, aka 0evering Pro ertie I Hammond Town of CST BM Elev: Insp.BM Elev: BM Description: Section/Town/Range/Map No: J Y 1 Gt 08.29.17.1115 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER , AJ CAPACITY STATION BS HI FS ELEV. Septic J � ILba BNewcs. rT�}' ens . / tt�� q Dosing /� Alt.�M J� .3 • 1 �Z. �,• `! cv Bldg.Sewer (� 2,�j yQ •ZS Holding St/Ht Inlet /• `6 7 G St/Ht Outlet J TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. ent it Intake ROAD Dt Inlet t Septic Dt Bottom 13 3 8 3 . Z AA-3AA- �Z -- Dosing 1 J'^ J 4L a 1 Header/Man. / Aeration ,vr� Dist.Pipe Holding Bot.System Z-3 71-Z Final Grade 6 . ,I`f' iz-- t PUMP/SIPHON INFORMATION Manufacturer C)�� Demand St Cover r 66 � 42.GPM t' Model Number 15 Model •3 ow r TDH Liftt / Friction los System Head TD� , Forcemain Length I jbia. /! Dist.to Well /6C7 7— SOIL ABSORPTION SYSTEM BEDITRENCH Width / Length No. rench PIT DIM NSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS 1Z 56 O T e � SETBACK SYSTEM TO P/L JBLDG IWELL LAKE/STREAM LEACHING Manufacturer: _ INFORMATION CHAMBER OR Type f System /� UNIT Model Number: DISTRIBUTION SYSTEM Wes.— N Header/Manifold Distribution / �1 x Hole Size ( x Hole Spacing Veglttto Air Intake Pipes) Length\Dia Length Dia Z Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Bed(rrench Center 1 Bed/Trench Edges Topso I h of xx Seeded/Sodded J xx Mulched � No / t s No )"es COMMENTS: (Include code discrepencies,persons present,etc.) InsOection#1 Z_/`l✓ Ins ection#2: Location: 1688 100th Ave Hammond,WI 54015(SE 1/4 SE 1/4 8 T29N R1 7W) C ne er Sto Ridge Lot 14 �/6 (`Parcel No: 08.29.17.1115 1.)Alt BM Description= F.14, 6b Jt� 2.)Bldg sewer length -amount of cover= � /! 1�4- 3a �� 3 4::e pignaitur L zPlan revision Required? � Yes No Use other side for additional information. _Date Inspcto Cert.No. SBD-6710(R.3/97) i L l ^) County l ( f�i I . , . Safety and Buildings Division < 0 . ,. W.Washington Ave.,P.O.Box 7162 Sanitary Permit Number(to be filled in by Co.) is �*, Ala �' ' aor!' /1 53707-7162 c Nrr ,.,,. - -- ' 11 57zs7Z �OMMUN►TY DEVELOPMtN �t Permit Application staie�Transaction Number In accordance with SPS 383 21(2),Wis.Aden Code,submission of this form to the appluplia a governmental unit d So " ( � I i j is required prior to obtaining a sanitary permit. Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law,s.15.04(1)(m),Stats. 1/ 1 / Q I MD- D, I. Application Information-Please Print All Information e C.i O �1'�/l Property Owner's Name Parcel# %�(r Property Owner's Mailing Address ' Property Location 3 • •G_ j�� f Govt Lot City,State Zip Code Phone Number i< ih, 6F /, Section ca ircic o N �C ) ei2 ) i T 21 N; R i E W 1,1 II.Type of Building(check hat apply) Lot# (f� Subdivision Name 2 Family Dwelling-Number of Bedrooms )) nn CJ1�. d4 Block efAV r J"--or l_. r J ❑Public/Commercial-Describe Use ❑City of ❑State Owned--Describe Us, I CSM Number ❑Village of Ayr - . 1(Town of r c-L Yle- 2. X III.Typ of Permit: (Check only one box on line A. Complete line B if applicable) 20v%/1 , A. ew yytem ❑Replacement System ❑Treatment/Holding Tank Replacement Only 0 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 i / / IV.Type of POWTS S System/ComponentlDevice: (Ch k all that apply) dr / ❑Non-Pressurized In-Ground ❑Pressurized In-Ground�� Axsrade ❑Mound>24 in.of suitable soil ❑Mound<24 in.of suitable soil ❑Holding Tank ❑Other Dispersal Component(explain) ---' ❑Pretreatment Device(explain) V.Dis• rsal/Treatosent Area Information: Des* Flow(gpd) Design Soil Application R. (gpdsf) Dispersal Area Required( , Dis rsal Area Proposed f) System Elevation 7 5-D VL Tank Info Capacity in Total #of Manufacturer Gallons Gallons Units ^ s I) o$ .2 New Tanks Existing Tanks W // l7 / d p 2 . •{t'/f,, Crl -Y/G_J,� , 0.0 r%�it v) :z G G Septic or Holding Tank — / I / l\ i it J I )1\Dosing Chamber � 60V ( •l l � VII.Responsibility Statement-I,the undersigned,assuw i.•onsibility for installation of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber's i.;,- MP/MPRS Number Business Phone ber Plumber's Address(Street,City,State,Zi. ..e) iLD d AP-a4-, PQ)--<) 7'(_:1 C.10-t-i-viQ tit'\ `./C'I VIII,;-ounty/Department Use On y / / �//�pp Permit Fee Date 'sued Issuing, Signature ,...........11111h, IX. proved ❑ er iv=Reason for Den S �5' 2 ill / 5 IX.ConditSlil6 4X6MI Reasons for Disapproval /� ° ° �- �y 1. Septic tank,effluent filter and . 3) g J t1,d�L 4..,1�g 1 p •dispersal cell must all be seices/mntainer( ^ f. ��� as per management plan provided by plumber. W • 2. Ai setback requirements must,be maintained as per a lcable.code I ordinances. Attach to complete plans for the system and submit to the County only on paper not less than S 1C z 11 inches in size SBD-6398(R. 11/11) PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE " 1/4 SE 1/4S 8 /T 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 94.6' 2/4/15 3 DATE BEDROOM CONVENTIONAL AT GRADE XXX 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 fence post ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark All piping shall be SDR 30/34,within 10' of tank,piping shall be Schedule 40. B.M.* Property Line Scale = 1 /4" = 10' A 2 acre lot 70' Grading is to be done to divert 6- 1 run-off away from system V Tank is to be properly bedded -2 with lockdown 0 95' covers with approved warning labels 0 6-3 94.6' 3% Sla e , Huffcutt Combo Tank p Area 15' below system 94' is to remain undisturbed Pro 3 Bedroom House 305' Property Line Well is to meet all WDNR C r + setbacks — V 100th Ave (zszc�� ���� DIVISION OF INDUSTRY SERVICES )--1-0;—Nwir-*----c.;,,, \�` 141 NW BARSTOW ST FL 4TH ' � 1 ':� WAUKESHA WI 53188-3789 " P �� Contact Through Relay yJ s v http://dsps.wi.gov/programs/industry-services \\ _ V www.wisconsin.gov SSo P Scott Walker,Governor Dave Ross,Secretary February 13,2015 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 iiruiMiYti `bZ 5/0iWo CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/13/2017 Identification Numbers Transaction ID No. 2508121 SITE: Site ID No. 810081 Oevering Homes Please refer to both identification numbers, 1688 100TH Ave above,in all correspondence with the Town of Hammond St Croix County SE1/4, SE1/4, S8,T29N,R17W FOR: Description:At-Grade Object Type:POWTS Component Manual Regulated Object 1i1b1So.:'i5'13i/ 5 Maintenance required; 450 GPD Flow rate; 38 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. ILUJ2,\' Fin1.,Pat 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. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans and with the above referenced component manuals. In the event this soil absorption system or any of its component parts malfunctionjLas to,, v h"l ,q azard, the property owner must follow the contingency plan as described in the appr i ,RjI i i ,i e milk ,, " must comply with the operation,maintenance and monitoring duties as Itst caS,Ig neat, f manuals. A copy of this information must be given to the owner-upon tr rg3a r 4V pi'dj /q �'i• �NDo SGT, All holding/treatment tanks are to comply with SPS.384.25(7)(a). ' `�Ttop Maintenance information must be given to the owner of the tank explaining ' „r-.1 siean of the filter is required. Access to the filter for cleaning must be provided per SPS 384 produc a, .1, «. •r dtions. A Sanitary Permit must be obtained from the county where this fnrrjee is'inutieo=rn a can earce-with the requirements of Sec. 145.135 and 145.19, Wis. Stats. SHAUN R BIRD Page 2 2/13/2015 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 Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this&:lads tPr.an ±hP.2r'�'�t ved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4)shall be considered a human health hazard. • SPS 383.55 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. A copy of the approved plans,specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure,or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation,operation or maintenance of the POWTS. Sincerely, Fee Required$ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Julia A Lewis-Osborne Please Include a Copy With Your POWTS Reviewer 2,Division of Industry Services Payment Submittal. (262)397-6005 WiSMART code: 7633 julia.lewis @wisconsin.gov Cover Page FEB - 9 2015 INDUSTRY SERVICES Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 2/4/15 Owner:Oevering Homes Location:SE1/4 SE1/4 S8 T29 N,R17W 1688 100th Ave 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 3. At-Grade Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-11. Soil test r, 12. Filter Specifications 0 Shaun Bird ,,' z7 Signature_ ICES License number 22 00 ��h,V/04 PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE 1/4 SE 1/4S 8 IT 29 N/R 17 W TOWN Hammond COUNTY ST.CROIX SYSTEM ELEVATION 94.6' 2/4/15 3 DATE BEDROOM CONVENTIONAL AT GRADE XXX 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 fence post ASSUME ELEVATION 100' Filter BEAR Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark All piping shall be SDR 30/34, within 10' of tank,piping shall be Schedule 40. 6 M Property Line ✓ Scale = 1 /4" = 10' 1 2 acre lot 70' Grading is to be done to divert B- 1 run-off away from system Tank is to be properly bedded -2 with lockdawn 414111114, 0 95' covers with approved warning labels 0 B-3 94.6' 3% Slope , Huffcutt Combo Tank Area 15' below system 94 is to remain undisturbed Pro 3 Bedroom House 305' Property Line Well is to meet all WDNR setbacks — V 100th Ave . At-grade System Sloping Site Cross Section and Plan View . N. E t� `I Dimension Feet 10.1 ....... 1 ...r. ..L..L••1 1 1.1 1 1 4..L..L s .. ..ti L.. ...ti.1..1.Y1 4 ..L1ti / 1 ... .. .. r•r r r r•r r■r•r•r r•r■r•r r r•r•1 .. r r•r r r r•r .. r r•r•r•r•r•r .. ..r r•1 / • . 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G '0.0.0.0.0.0.0• �r•r•r+r•�•r•r•r•�•r•�•�•r•�•i•r•i i�i�r�i•i•r•r• •r•r•r 0.0.0.0.0 1 1.0 I •4.••+•L ASS.•L. LK•1•L 1.1.1.4 1•L 1 L•1 4 1.1 4 1 1.4 1 4.4.4 •1.1.1 L+1.1•L• 11111 L AMI E 1/6 B i W 2 Z • � `. - — — - -1_ E 4 B L % Slope 3 . . 1 =Plowed ;V.I. = Clean aggregate Q =4 in. sch. 40 pvc basal area .%.%. 1/4 to 2 '/2 in. dia. observation pipe Lateral with 2" Topsoil Cap aggregate over pipe Observation Pipe Geotextile G - With Cap Fabric 0 r+rti' PSj/ Ft Lateral Invert _ � 0000.0 r1r1r1r1rLr:r• r:r:r•r•r•r•r:r+r+ Topsoil Cap . - 1. .1.1.1.1.1.1.1.1.1 ..:441:41.7.1:11.11:::::e r•r•.'•r•r•r•r•r•r•r•r r Y ..� r .,%.4p •rrr F rrr;rrrr_,f,r,r.r.trrr,_ r ► 1 'lwr.• ...0. ,,...........0.0.0.._..0, . .� r1.' ,9'� /4�7 Ft Contour ti 1 4 1 1 L 1• + , 0 ..•0000000 "----D �.__*,, Plowed Surface , Slope Direction •,_♦ 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 Y4 inch soil wire when a sample is rolled between the palms of the hands. The A x B area is covered by clean aggregate deposited overhead by a backhoe. Special care 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 growth, limit erosion and protect from freezing. The observation pipes are perforated in the lower 6 inches and secured in place. 03/05 lgj Page of Pressure Lateral Layout One Lateral — End Manifold • 4 Threaded Cleanout Lateral Turn-up —► Plug Force Main \ _ filla 1i x -4 L Long Sweep 90 Bend Pressure System Construction Distribution Network Specifications Lateral Diameter 2- In. Laterals are constructed of Schedule 40 PVC Orifice Diameter 5/3 Z In. pipe. Orifices are drilled perpendicular to X(Orifice Spacing) a In. the pipe with a sharp drill bit and face down. L (Lateral Length) g Ft. Lateral turn-ups terminate with a threaded Force Main Diameter 2 In. cleanout plug and are enclosed in a 6-8 inch Force Main Length 5 p Ft. diameter lawn sprinkler valve box accessible from finished grade. • • • • • Grade • • • • ::p : : i, 6-8 Inch Lawn U Sprinkler Valve Box --9 a a a 03/05 lgj Page of • - e Tank Cross Section And Pump Performance Specifications �Sept�c I}os Tank _ . . Pump ManufacturerQ �i ------ Tank Manufacturer ips pip Model Number _�LIJ/ -- Tank Model Number ; .,,,. . . I t ✓ Total Tanis.Capacity . p� • 3 a _Alarm Manufacturer ���... .--�..--._. -Max.Bury Depth Alarm Model Number A _ _ f , .. Switch Type L ow i c- I.Filter Manufacturer -� Total Dynamic Head(TDH)-Feet Filter Model Number r Elevation Head /v Distal Pressure 3. Network Loss _______L -i Performance Required Force Main Loss Minimum Pump ` q --------_._-- -oz . GPM:1 @ 1 /S. 3 Ft TDH 1 Total . / .__________ Outlet Manhole Min.4"Above Grade With Manhole Min.4"Above Grade Locking Device. Inlet Manhole Securely Mounted With Locking Device <b"Below Grade Sealed Watertight Weather-proof p 1 I i Junction Box - '-{--� -- Finished Grade "' I 1 *'ft — Ili---*► 1 i Vent Min. 12" Disconnect Above Grade 1 ill! Means I C a With Vent Cap } 1 .:� ^, Outlet Filter ..._ < r III 1 Inlet Baffle ^�%.'' .,:.. Inlet ';;,; ..r--------'— �Y . A • Switch Settings and Reserve Capacity I 'A"p .;:;; _ Tank Volume-___,— S--- GPI . Hole Dimension; Inches Volume Gal. : 6 X :> (reserve)A. 2r,.� , 3 7 ii ii:: Off Elevation C li gj ( Ft y,> • <.(dose) C 6 5 ?7.�' , o Bottom• • �. q ...., ,� Ye (dead) D /' 13 .> ...; p Elevation Total V. - 6 3 v ..,. 8.-Y3--Ft a>I .1.1.�Tat::.>i. *Ia {>:.. />:t>.t I t.{{t..{.1 1•s.I a •: >l•1 i<i>Y>>;;,T>>> � >>>s>>>> ./i 1 t>>f:f•I•:f•>•>Y:1 I.1>>:>:::1 .I•>• >•:> a.a::t.a....>I .>.•f a a a. .,a.>. a f...I a l l>::l.a{t...t{{a+l.t t/{l<{{t 4 1 1<i 1 1 1>I>{{1 1>:S>I•1>:1>a :{•: GENERAL INSTALLATION: The septic/dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not be exceeded without prior 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 complies with NEC 300 and Comm 16.28. 02/05 LI Page of - TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE HEAD CAPS, CURVE EFFLUENT AND DEWATERING c, MODEL 152/ 53 j MODEL ! 152 153 ce W 50 FCet L Meters; Gal. Liters i Goi. Liters 1 5 j 69 261 77 291 12 10 i 3.1 61 231 70 265 40 ,' 15 4.6 ' 53 201 61 231 n b41.l 20 .1 6.1 44 167 52 197 , 4 30 iNilim 25 i 7.6 34 129 4 2 T 153 z 30 j 9.1 i 23 i 33 I 125 o 0 (11.6m1;44.0 Ft. (13.4m I Lock Valve:4 _ _— 014500 10 0 20 40 60 80 100 GALLONS , LITERS 0 80 160 240 320 3 22/32- ÷4 5/8-.1 am FLOW PER MINUTE i I - �� 3 27/32 ; L APPLICATIONS 1Ca !!,_r, � ; 271 CONSULT FACTORY FOR SPECIAL ig,�, v . I 3 27/32 •Timed dosing panels available. 1:4°.°,__ _---1-----i• •Electrical alternators,for duplex systems,are available and supplied with an alarm. •Variable level control switches are available for controlling single phase ! systems. 1. •Double piggyback variable level float switches are available for variable -T-- j level long and short cycle controls. •Sealed Qwik Box available for outdoor installations.See FM1420. I�' , •Over 130°F.(54°C.)special quotation required. l —__Ir---; 1521153 Series j;! I p ; T T Control S_eleCti-- °—n l' '�` S I/S 1521153 MODELS Model Volts-Ph Simplex I Du•lex �).�a' ® 115 1 1 2 or 3---, 1� SK2064 Auto Included I 2 or 3 8N152 1M 4.3 1 2or3 ® 230 1 Non 8E152 230 • Auto Inciu:ed i 2 or 3 N153 ® Non 10.5 1 2or 3 SELECTION GUIDE 8N153 Auto 10 5 incuded 2 or 3 back variable level float 1 2 or 3 8E153 230 1 Auto 1. Single piggyback variable level float switch or double piggy E153 230 1 Non Included 2 or 3 switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E-Pak. p CAUTI ON 3. Variable level control switch 10-0225 used as a control activator,specify duplex(3) All installation of controls,protection devices and wiring should be done by a qualified or(4)float system. licensed electrician. All electrical and safety codes should be followed ealth Act including(OSHA).the m most recent National Electric Code(NEC)and the Occupational Safety an RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO:P.O.BOX 16347 Manffacturersof.. IS, �, ..,�, - Louisville,KY 40256-0347 2r" � SHIP To:3649 Cane Run Road ��77 rho `7 7 ✓ ` .1 Louisville,KY 40211-1961 QvwTY!uAfP9 SvCE I�✓s/ N l0 f ` ' ® (502)778-2731•1(800)928-PUMP http://yyww,zoeller.com p�MP co FAX(602)774-3624 ©Copyright 2000 Zoeller Co.All rights reserved. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of - FILE INFORMATION SYSTEM SPECIFICATIONS Owner ��jj ' f 9 Septic Tank Capacity ❑NA l/C��?e ri/� // �-4 � al Permit# Septic Tank Manufacturer�T . f 0 NA )ESIGN PARAMETERS Effluent Filter Manufacturer 45.E- r ❑NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA 1 Number of Public Facility Units -521 NA Pump Tank Capacity 6 3 0 gal 0 NA I Estimated flow(average) 3 gal/day Pump Tank Manufacturer Z7k4- �,z4Z ❑NA i Design flow(peak), (Estimated x 1.5) 4/,,27 gal/day Pump Manufacturer eZe / ❑ NA Soil Application Rate / gal/day/ft2 Pump Model .(Y/,S -Z ❑NA I Standard Influent/Effluent Quality Monthly average* Pretreatment Unit 0 NA Fats,Oil&Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD5) 5220 mg/L ❑ NA ❑Mechanical Aeration ❑Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑Other. !Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑NA Biochemical Oxygen Demand (BOD5) 530 mg/L ❑ In-Ground(gravity) ❑In-Ground(pressurized) Total Suspended Solids (TSS) 530 mg/L1 NA 7t-Grade ❑Mound Fecal Coliform(geometric mean) 5104 cfu/100m1 ❑ Drip-Line ❑Other: 'Maximum Effluent Particle Size 16 in dia. ❑ NA Other ❑NA !Other: \A ■ Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. Other: ❑NA MAINTENANCE SCHEDULE If Service Event Service Frequency i ❑month(s)(Inspect condition of tank(s) At least once every: iear(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one-third(X)of tank volume ❑NA ! month(s) (Inspect dispersal cell(s) At least once every: �,year(s) (Maximum 3 years) ❑ NA (s}month (:.lean effluent filter At least once every: // 0 month) ❑NA -' ❑ month(s) Inspect pump,pump controls&alarm At least once every: 3 Fyear(s) ❑ NA I:lush laterals and pressure test At least once every: eart(s)s) 0 NA -13ther: At least once every: 0 yeanr month(s) ❑ NA other: ❑ 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 !combined 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 1^egulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (14)or more of the tank volume,the entire contents of I:he 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, and 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 a cheek treatment cel(s). If high presence oncentrations are detected have thercontents of the may impede the treatment process and/or damage the 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. discharged ha power the pump tanks oneylarl a above normai dose,overloading the cell(s)levels. and may result en the backup or surface discharge of effluent Tavoid this to the ation have cell(s)in 9 to the effluent avoid this s r cont has Plumber contents or POWTS Maintainer to assist in manually operating the ppumpocontrolsto restore normal levels effluent pump or contact a '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 within 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 ali foundation f te P T antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; gr herbicides; meat sdiiapersm disinfectants; oil; painting prod rain (sump pump) water; fruit and vegetable peelings; gasoline; grease; 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 properly and safely 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 fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant 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 requirjed setbacks from existing and proposed structure,lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rule$in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologlf 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 evaluation 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. it' Mnund and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. 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 NIOT ENTER A SEPTIC, PUMP HE A TANK MAY BE DIFFICULT TANK UNDER A Y1CIRCUBL CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OP A PERSON FROM THE INTERIOR OF ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER i Name 5%a-a r,✓ ; '69 Name J/1 Q(Lj^� i/� Phone ?/J-� ��— ��l Phone 7) - V / ,_.- SEPTAGE SERVICING OPERATOR(PUMPER) .� LOCAL REGULATORY AUTHORI i Name 5f �roi, LD[�✓1 g w�-7 Name ��� �Uy, / J Phone / d b Phone �l✓'—�/b — cs/7 i--+ This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f)and 383.54(1),(2)&(3),Wisconsin Administrative Code. f ° i:40 A • ,~� � GK � FILTER CARTRIDGE INSTRUCTIONS ` r ../ / Installation STEP 1 Dry fit the filter case onto the end of the outlet pipe to ensure it is centered 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. i STEP 2 While the case is still dry fitted on the outlet pipe, measure the length of 3/4-inch pipe needed to brace the filter to the tank end wall if utilizing the optional supplemental side support. If side support method is not utilized, proceed to step four. STEP 3 For installations utilizing the optional supplemental side support: solvent weld the 3/4-inch pipe onto the filter case. If side support method is not > ' , utilized, proceed to step four. STEP 4 Solvent weld the filter case onto the outlet pipe. Insert the filter cartridge into the case, pressing down until the filter locks into the bottom of the case. ..< . STEP S If a VRS switch is utilized: insert into the filter and lock by turning ;: clockwise 90 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 filter. m a ! %, "Sh �* "; 3. Pump the septic tank of the completely, making sure the remove the effluent. • x *'..�' . 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 it cartridge from the case. ir. 5. Slide the cartridge up and out of the case for cleaning. +'° .'"41: F +gar ' 6. If a VRS switch connected to an alarm is present, the switch should be removed by turning counterclockwise 90° and cleaned ` " with water only, fi i �f y ,rR. ,� 7. While holding the cartridge on its side (large flat surface facing down) over the access opening, rinse off the cartridge with water . p/ only, making sure all septage material is rinsed back into the tank. . '' 8. If VRS switch is utilized, replace by inserting into filter and ,4 �" turning clockwise 90°. Of :A ''' 9. Insert the filter cartridge back into the case, pressing down until �, _� the filter locks into the bottom of the case. ' r 10.Replace and secure the access opening on the tank. BEAR ONSITET"`FILTER CARTRIDGE-FIVE-YEAR LIMITED WARRANTY `-i _ Bee,Onslte t'Ite;catty loges are'na-ranred to be free u'-u-__,_`In.r'atena;3:-.:--.-„Heim Snir 10'five o surge,pJ,:-.'rd50. BEAR ONSITE'"Filter Case-Lifetime L sited Warranty e,i,.? „-1,. Sear On51? .ra rrante,tOe *liter,ase:■ii bE ee of ceit r;,-,ale-,a;a'tc v:,,k .a:s`u: .CrnC no';r.31 o e`: the'.:''':C,')-6:purYnaser owns the pr0Surt. 14 a e C'.! Jar r t ,t.al US bee'e' D r: i I: i Ja i,U le r f:lac e'ment;err 1 J .a � d Jl lea nFDamage L d h fit^ n5e,0 dL t r0 covered h 'n d 1,,,...,3:-.,'., ,a E p,pdl ct,oS c ult G.tr'ns' e'S r0 ill:,; e e 1 r r t e e - y e with lrst ta,< .:e< •. vo;e the u3r a S• of ,.r ;.land _nies:e e e , ne cud _ rr one watt all a.+ ann.- -aim:, . i ..s tCe!' "J: �Spun Si Rle tp 1500r f 7a!y CS -..:'Ova _ d G2S ..Sza1lZ.'.n 'l,he r1:;Oe :ef pr Gt1 5e0Uennal C^z"CS, . ir cc c,,,rent sal! of 1 atii,'ti o'Bear Slt e a tht pug r se pr e b n ,ir'ourt y,,,.Y e C r h „r a i r '", w,¢She +,+. ° z 5 . ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Orvmer/Buyer Ge Pt- ti Mailing Address/`f 3 3 (le ' Property Address A g 8 l t7, 1,} (Verification required from Planning&zoning artment for new construction.) City/State- Parcel Identification Number 0/ -a 0/ 5% 7' j LEGAL DESCRIPTION Property Location $' 1/4, %4, Sec. g T q R > 7 G W,Town Of Subdivision Z2� Lot# Certified Survey Map# _j - , Volume , Page# Warranty Deed# / — - Volume , Page# Spec house yes no Lot lines identifiabl yes no SYSTEM PENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to maintenance consists of pumping out the septic tank every handle wastes. Proper me system can onsets the pumping of the septic y three years or sooner,if needed,by a licensed pumper. What you put into responsibilities are specified in§Comm. 833..52(11 tank d in Chapter 122-St.Cr the x Cotunty Sanitary 1 ry Ordi Owner maintenance County Ordinance. The property owner agrees to submit to St. Croix County Planning and by a master plumber,journeyman plumber,restricted plumber a licensed pumper Department f a ingificat(1)the form,signed by the wastewater disposal system is in proper operating condition and/or(2)after inspection and pumping(if cess r the onsepe less than 1/3 full of sludge. P p roping(it'necessary},the septic tank is 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 Department of Natural Resources,State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the Sc.Croix County lannin Zoning Department within 30 days of the three year expiration date. Planning& 1/we certify that all statements on'his form are true to the best of my/our knowledge. I/we a property described above,by virtue of a ranty n deed recorded in Register of Deeds Office. `r'/ e the owner(s)of the Number of bedrooms 3 IGNAT "OF APPLICANTS) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning&Zoning Department *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (.REV.08105) iCO 1 M . a(..) t'N . t Ili t / f ` a)N/ r W51 . 0 ")0< / T z ;r 80567 S.F. 1 .85 Ac. t IV ZZ.,Ri '351' lot co 95.: WINPINS 1 12 N 89•35114" E. 230.17' ► S.F. 0 LO' A � ' 8883 Ac. 4t, LOT 14 0 2.0 0 70135 S.F. 8 , E 471 .73' ; ca 1 .61 Ac. t,.B.0.= 13 N 89'33'59' � '`''" r JOINT 66.00 S. .! w 6 mod' 6" JOINT .�..A �...... LA DRIVEWAY E t - . . 57.1..../ p_ EASEMENT -- _r.......33 33, IOO.00 26.25 co (4 E4 ci .4 z,,,e )28.25 DRAINAGE EST µ — —1388.84'- — Po; t �...�. � .A,._.,» _.................,. NA E 6 .6. ....w.ow*ffier..111.101 u� 1fl0" 0� 244.45' 230.72' 89'04'17" w 1796.45' S 891104'1 r W 1830.54' ;CU TH LINE OF THE SE 1 OF SECTION 1 LOT 29 1 LOT 3Q _. . . RUN 6::: i0111::, I 8 11t I E – > .T. __ lgo14 i Z!,,gv li..:11,,i "iIi i* S 6 E z th w LU • tt ill 1 /ill 1 Iiii ,- Z w Igd gFr1 gg 1-,-Tilm el iit' so 1 friit OM i i Lit__]. NEN" ..... 5 ,t Iil 1411 t ' at Milli I hll •■■■.... ,....,t.,.....tt.• 0,•,,1111111r , "4 1 , r, 111 f i 1 111111111 , 1. 1 1 1,0 ■ r 147/4 fp/111,1141p ,4,,,I, I 11 '1111' 'i , Yri IIIIII 11., 0.11111,1.1 I'111-1Iti 11111*.,'1; w I I , mounionowilloment 0 11 I ill EN ..v 1 1 1 , ,,,?.,, ir#,LI! ip,IIIIIV., [ii I Illiiiiiii ' -4. ,, tit, i, till iiiiciviiiii::::.:.„ I . 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AWE= 2 .., 1 aiwrit. . ,_ , . , . 1 1' / i , CD J 1 i I I k i oozet sassnualowd. 4 - , ... ,i — - -------- 40 , 1 ....6 - --- -- ----: _ 1 it 11 inawee••■moDnansuc mom mortnmst ;Ii v11.1171VMOW.111 P 41 ill I ti y 1 o 4 4 iii r. 1 I i itl .., f!I rfl Lr a sil ri01 ii logo g, i 21 P Z 2 BB Ci ØmIi O C hi i93 hi t h§ a L a s� 4 ,, z» a. • 1 ~ Z W J 3 04 ace J W i ., t z,, 1 at / 3, 6 i .w - �W> ilil „g w F . + UQ a 0JZ 'p Q ZW N . - s I I —f — — z i \ . 4• �( b 1i c \ I•I d©„v. al; i .. ____ 0__ II. ; 0 ' 1---::.,1 . 1t, —CI 1 II I 9 wn!!1 ��, e�: ' I e 09.11114.10W/003.704 g g N u o, o A a s ...<� r 8 8 1_ • • Wisconsin Department of Commerce G`Ai SOIL EVALUATION REPORT Page of_3 Division of Safety and Buildings 0 in actor �y ��F �r Ci Attach complete site plan on paper not less than 81/2 x the S ii,' 2� PI Rt�s!^� C°unty. '. r a0 i -►... include,but not limited to:vertical and horizontal referen point(BM),direction and Parcel I.D. a'j(l ��/ / --//(,-.60Z) percent slope,scale or dimensions,north arrow,and location and r�igt, icertoge �ad. 0 Date f���UU ll]] ll Revi by / Please print all information. / I /Le/3�� Personal information you provide may be used for secondary purposes( r - ))- _ I /// Property Owner ii.,__.. Z/ONIN r ff/Location /1 is i�" J Pr J e r/4:4 L Govt.Lot 11 ,1/4 S A T 7 N R / 7 E( r) C.e er'sM/'� f I Lot# Block# Subd.Name or CSM# Property Owner's Mailing Address City i State Zip Code e Number ❑C' ❑Village 7.1. own Nearest Road , /-7LA- /71111 042102k-5M 31 (7 1 41760—#02‘,0 ,..-i, 0-)1). 01 1 /IZ.) ,4v New Construction Use Residential/Number of bedrooms` f Code derived design flow rate - — t-- GPD ❑Replacement ❑ Public or commerci I-Describe: j� Parent materiai'5Yt P_ u f e r•na '7 1--/•/'-�— Flood Plain elevation if applicable ft. General comments and recommendations: / � L �, "-' / , � .. j / r c- e /1/1--.....----;-?----=-' --- - ---.. R Boring# BOri , t0 limiti factor 1Z in. Pit Ground surface elev.�� ft. Depth r'9 Soil I.ication 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 or Mill�® 3 FBI l0 r- Or , BTAIII" i MI #" ❑ ring / Pit Ground surface elev. 7�/' ft. Depth to limiting factor_ in- Soil Application Rate Consistence Boundary Roots GPD/ff Horizon Depth Dominant Color Redox Description Texture Structure •Eff#1 *Eff#2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.5h. c S , 3 Z- fl 3 M ----- s( E. . ESIIM ,e /.b 3 3;- . � rf 0_ r ('/ NIMEINEIMMIPM 0 11111111111011111 MIMI •Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 •^ Effluent#2=BOD5<30 mg/L and TSS<30 mgll '€;re CST Number CST Name PriPrint) $ig 226900 Bird Plumbing, Inc. Shaun Bird ,,� Address �/' Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 --//,—. 4 1--- 715-246-4516 . 1 LE Property Owner Parcel ID#, Page of Boring# ❑ Boring rl ✓ Ground surface elev. k t 2.—ft. Depth to limiting factor I v in• Soil Application Rate wit �/ _ � Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu.Sz. Cont.Color . Gr.Sr.Sh. 'Eff#1 'Eff#2 i o—i /0i4 ✓ 3,6Z - Sr / anl�r, rn�r� c am i{O , 9 S / �m�hkrr,rr- ,9 ' /r •6 /,0 .� , 0- 0 , , r-`1 _ r 1O , r 4°/ G / -KY)- ti ' n • 10 '6 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/F in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. ❑ Boring 1 n# Bori ❑ 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/W in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 •Effluent#1=BOD3>30<220 mgfL and TSS>30<150 mg/L. •Effluent#2=BODS<30 mg/1..and TSS<30 mglL 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. S868330(R.eroo) • • Soil Test Plot Plan Project Name Cornerstone Properties LLC Shau : ►� Address 1025 170th Ave Hammond Wi 54015 CSC #226900 Lot 14 Subdivision Corner Stone Ridge Date :/11/05 S 1/2 SE 1/4S 8 T 29 N/R17 W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Fence Post System Elevation 94.6 *HRpSame as Benchmark Alternate Benchmark is Top of Survey Iron @ 95.7' B.M. 230' Property Line A A 70' Scale is 1" = 40' unless otherwise noted •I _ B-1 1`� 95' 50' -2 20' B-3 173,4 50' 3% Slope 94' 305' Property Line V 100th Ave w ilr • 0 PROPOSED DRIVEWAY NOTES: DRAINAGE EASEMENT ® PROPOSED JOINT DRIVEWAY AL NOTE: L BUILDINGS To BE CONSTRUCTED N PROHOLITY OF MOH WATER EIEVATION SHALL NAVE A WREST NO MINER OR RESIDOLT SHALL 00 AWNING MOH BUIDNO OPENING NOT LESS THAN TMO(2)FEET WAD INTERFERE WEN OR CHANGE TIE CFERI7104 HWE HIGH WATER ELEVATION ABOVE THE NIGH WATER ELEVATION SOW OF THE APPROVED COMPREHENSIVE WA=MANAGE AND SCE.EROSION PLAN FOR MS PUT. MS LBO LOWEST BUILDING OPENING SEIBA0 FRONT.SO'(UNLESS OTHERPSE NOTED) REIMS BUT IS NOT LIMED 70 BUEDNO UPON, EMENT REAR-2s OBSIRUCTING,ALTERING,FI NG,OCCAVAIN0.OR SIDE■25'(COMBINED) KLA1NALIE 4 ANY PIERS WATER COUNTY SECTION MONUMENT CULVERTS.BERMS.C GRASS (FOUND AS NOTED) SET 1 1/4"BY 18'IRON GENERAL NOTICE • ATEMENT PIN WT, 4.172 LBS./FT. MAP-r SET 3/4" BY 18" IRON PIN �CTOA�UYEpLAT1 ET TO STATE. TOVREHIP IS WEIGHING 1.50 POUNDS RULES AND REW AT ONS(1.E REMANDS,MINN PER LINEAR FOOT AT ALL LOT SIZE.ACCESS TO PARCEL.ETC.)BEFORE OTHER LOT CORNERS PURCHASING CR DEYELOPRIO ANY PARCEL OF LAND, CONTACT THE ST.CROIX COUNTY ZONING MICE AND THE APPROPRIATE TDYM BOARD FOR ADMCO. UTILITY EASEMENTS: NO POLE CR BURIED CABLES ARE TO BE PLACED SUCH THAT THE NSTALLA90N WOULD DISTURB ANY SURVEY STAKE.OR GB5TRUCT MSION ALONG ANY LOT UNE OR STREET IRE. THE DISTURBANCE OF A N 84.31'05' E 465.51' — SURVEY STAKE BY ANYONE IS A NOLATION OF -"""r4 SECTION 230.32 VISCCNSIN STATUTES WIRY EASEMENTS AS HERIAE•L SET FORM NE FOR THE -------- UIRliIFS HANNO AW01T 70 SERVE THE h -3:27----- . . TAB RECEIVED LOT 7 AUG 87590 S.F. 9g 2 3 2005 2.01 Ac. 41'' C 1010■1030.60 (, o LB0.1032.60 yR ^N) ST.CROIX COUNTY ►b C ZONING OFFICE `' LOT 8 .°R 102663 S.F. o 2.36 Ac. w I m • co \`01 m 66' 1 H Bras 56•E,µ(1.05 cI. III % LOT 9 E 1/4 COR SEC N 8 T29N R17W I 75629 S.F. ,.Ni FOUND P.K. NAIL I ig ? 1.74 Ac, a N UNPLAT IED LANDS I o 0 c.1 W� $u f N e1 473s• W 483.74' N 89'20'10' E 610.00' I� • W LOT 10 577.00' I I / 86121 S.F. too' g 1.98 Ac. E' LOT 18 1 w 116164 S.F. a b 10 4- 33 33' C 2.67 Ac. N 76..3'49•W 513 60' r C I stiff ICI LOT 11 z N 89'34'21' E 585.59' o 80567 S.F. '� I-_ 1.84 Ac. 93.46' Z 492.13' au' ry,•y o as/""to° IIn �3 El 'I 2g 1 0 934046 S F. �dd o a a°I m ) N 8935'14'E 230.17 N I L.B o.-1 041.0 tr f�,a,Ar G= m lb I Oa o LOT 15 •' T - I m 1-, Iz 1N 1 88639 S.F. Cl c% Ii 4 Io o HF LOT 14 0 2.03 Ac. >ow �G' �� I N Iii' $ 70115.S.F. wo8 I H%E-1035.2 a ,,.I. /% N 89'41'34"E 439.12'1 I.41'. e • 1.61 C. w O! L 8.0.-1037.2 -I __ A+j 100' 1 I $ �N /'s'1 LOT 16 f 4)=.11'.--.... Z LB.0.10{1.0 90914 S.F. No IAI z Lto srchi'' 2.09 Ac. J 10 GL p1 1 V r _ 1�1 DIMOt 5115040// /O --1388.84---LI Y :I •I 4 o .� M MrS.M I -1 we " - — -4 /�y30o.�7s YI 6 I 1 f ®429.84' o - ..J 33 33 w S 89'04'17'W 1796.45' ''L S 89'04'17• W 1830.54' / 100TH AVENUE _ _ _ 1 LINE OF SEC.T 8, T.29N, R.17W /T —r SE COR 0 I _LOT 29 I _LOT 1 I LOT 2 1 1 1 T29N RUN fGRICULTURE-RESIDENTIAL 1 CERTIFIED SURVEY MAP I CERTIFIED SURVEY MAP - I I I R17W / ,/ / SHEET 1 OF 2 CP 1 <Ph 5d 11611 444416-2'.