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018-2019-75-000
�-7j0° GI8-�ci�-7s-ono Nod 11 2�21 p�9.a9.17, 1975 St. " `��^ • :r:enc Sen ice and inspection Form rm t, p2veiop Knudtsor.'Pllcmbing and Contracting LLC This testing and reporting shall be completed, signed and dated after each inspection. One copy shall be retained by 1<nudtson Plumbing and Contracting LLC. The second copy is sent to the local permitting authority and the third copy is sent to the system owner along imth an invoice for services by Knudson Plumbing and Cnntracting LLC. Rtguai Date of Irrsit: � 1 System InSoection nf: Owner •y, Address: 17 City,State,ZlP rn ':i! AL.Oil Parcel# p c) o0o . Inspectedltera Operational Inoperative Not Applicable Aerator ✓ Aeration Plumbing _ ✓ Air Filter Effluent Pump (optional) OK System Light ' ..11 unei Mwr oe aaanea eacn service visit. uperatron of ettluent disposal system must be made each visit, including effluent pump operation and sprinideroperation/drip backwash. Tests Rewired and Results Ten ResuEts Test Method Dissolved Oxygen Sludge e Color Odor Temperature COtnisie^FrRS , /•,GC/77/� '% dOn Sgnatt:s'aq i` % �� /• Instaiier or O£M ## C and A Town d �-' 7rtirr r.ar.P G;q dolcl -?S 66-7100 \ — 1 a9.29.17, 1d7-5 1UN 21 Z�21 Service and Inspection Form Knudtson Plumbing and Contracting LLC S. �io* 'eio��nevt This testing and reporting shall be completed, signed and dated after each inspection. One copy shall be retained by Knudtson Plumbing and Contracting LLC. The second copy is sent to the local permitting authority and the third copy is sent to the system owner along with an invoice for services by Knudtson Plumbing and Contracting LLC. Svstem inspection of 4 1 Inspected Item Operational Inoperative Not Applicable Aerator Aeration Plumbing Alr Filter Effluent Pump (optional) Alld OK System tight fit? ' Air niter muse oe cieanea each service visitiOperation of effluent disposal system must be made each visit, including effluent pump operation and sprinkler operation/drip backwash. Tests Required and Results Test - Results Test Method Dissolved Oxygen Sludge 3 r Color Odor M'Uj Temperature 46.1 Wisconsin Department of Commerce - PRIVATE SEWAGE SYSTEM Safety and Building Divisicn ats INSPECTION REPORT GENERAL INFORMATION_-'�_', :f� `; -l�r �5 (ATTACH TO PERMIT) Personal information you providiil_rrlaf( be used forsecondaryWposes�Rnv y Law, s.15 04 (1)(m)] Icounty St. Croix Parcel Tax No 1 011900012-C Voran Desoto LLC I TOWN OF HAMMOND 1 018-2019-75-000 CST BM Elev Insp BM Elev BM Description SectionrTown/Ra nge/Ma p No DO 29.29.17.1275 TANK INFORMATION ELEVATION DATA •'2.-7 /A7 .-7 '00i TYPE MANUFACTURER CAPACITY Septic Dosing • A-07 r LA Aeration r Heldmn Att TANK SETBACK INFORMATION r TANK TO P/L WELL BLDG Vent to Air Intake ROAD Septic •ee / Dosing Aeration Holding PUMP/SIPHON INFORMATION _.. b _ SS _. Forcemain Length 8t Dia It Dist. to Well n STATION B$/ `jV OH�.qL FS EL V Benchmark z - S8 /01.5 row Alt BM :) lf Bldg Sewer' SUHt Inlet 4 2� SUM Outlet Dt Inlet 1Z S 7#,'W3 Dt Bottom �G r 7/, Z-b Head Dist Pipe Bot System J r0117 Final Grade St Cover �. $3 •IS y,j,� �> • 17.b3 3,48 Aft. / w,s SOIL ABSORPTION SYSTEM 1 &4& A I V_0(_ k 6 " PJA Z.. • /0,35 //oo BEDITRENCH DIMENSIONS Wdth , b Length — I 2 2 Sy/ No Of Tverfii �� PIT DIMENSIONS Na O/ PPJts Inside Di Liquid De SETBACK INFORMATION SYSTEM TO P!L BLDG IWELL LAKElSTREAM LEACHING CHAMBER OR Manufacturer. TypeO S m MUND �1_ ) - ` Matlel tuber DISTRJBUTION SYSTEM t5br %' .;-_4, (• Head r anifold 1— 0LengthgT Distribution it Pipe(s) x Hole Size t, //9 Z x Hole Spaan ic ram' r Vent to Air Intake Length Dia Dia Spacing /7 / SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only If7/L�IlI�iIll915�/LrI Depth Over x1 eI Depth Over t 1 xx Depth of I I xx Seeded/Sodded xx K4UICheCf Bed/Trench Center ^ 1 g Bed/Trench Edges 12 Topsoil \ I p / Yes ! No X Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1 (0 ($ I5 Inspection #2'(0, ttt— PloM Location: 7391e5TH ST,iRS- �,lyl Yy -,?it) Alt BM Description=-ir79^i C-ww,ar t�t,r t"� -ri �;Ne~!s>•.,:�'=1$ ....,^�,^,''11 �- 2.) Bldg sewer length amount of cover Plan revision Required? �, Yes No y Qsq ptAer side for additional information. _ x ���- t 'v "�• M5T w^`f^`t'� �t@— i ctor's Sig T Insepnature Cart No s 6� L Sfrrv—ad1.IQ 7 a/S rr ��°(� D Safety Buildings Division County St. Croix and �_ rd - 201 W. Washington Ave., P.O. Box 7162 • Sanitary Penns Number (to be £died m by Co ) x 409 ry IMadIS ;PT jr (.,( r omit Ap�Qlica Ion Stale Transaction Number o Inazi accordck ), W is Adm Code, submission of ttus- form to the appropriate governmental unit 011900012-C Pmlect Address (if different than mailing address) is regwred pnm to obtammg a sanitarypermit Note. Application forms for smte-owned POWTS are wbmitted to the Department of Safety and Professional Servies. Personal information you provide may be used for secondary Q purposes m accordance with the Privacy Law, s 15 04(I )(m), Stats _ 9 7tr='r2 1. Application InfonsiatimrKMt All Information Property Owner's Name Parcel N Voran Desoto LLC 018-2019-75-000 Property Owner's Marling Address Property Location 4 . D, , 1-] - j 11 3435 Labore Rd. Govt Lot NE OW '/., Sectno 29 City. State Zip Code Phone Number Vadnais Heights Mn 55110 T N; R 17 (c�le more) U. Type of Building (check all that apply � tut 4 Subdivision Name tI or 2 Family Dwelling- Number of IIedroor 4 75 pOv— B Rolling Hills Farm lfwlo'sv ❑ Public/Commercial Describe Use T ❑ Crty of ❑ State Owned - Desenbe Use I CSM ❑ Village of Number l to of Hammond Gam[ 5y OJ -- _ 111. Type of Permit: (Check only one box online A. Complete line B if applicable) ISOA— AQ )❑ New System ❑ Replacement System ❑ TreannantlHolding Tank Replacement Only ❑ Other Modification to Fxistmg System (explain) B. El Permit Renewal ❑Permit Revision ❑ Change of Plumber ❑Permit Transfer to New e List Previous Permit Number and DatIssued /� 1 ( f Before Expiration Owner („� MFa J � � IV. Type of POWTS S stem/Com nent/Devica Check all that a ❑ Non-P e.nz d ln4iroand ❑ pressurized In -Gourd ❑ At -Grade %❑ Mound > 24 m of swtable swl ❑ Mound < it El Holding Tank ❑ Other Dispersal Component (explain) Pretreahncnl Devwe (expt Hoot 600 _ - - - _--- -- V. DispersaV17ireatolient Area Info tim: Design Flow (gpd) Design Sol twtion Rate(gpds!) Dispersal Area equtrcd (st) 1 Dispersal Area sf) System F.leva[mn / 600x5=3000 1.0 1700.32 98.58 VI. Tank Info Capacity in Total 'or Manulkanier Gallons (ralloau Units y o '� u New Tanks Existing Talcs �c� h5 in aO a Sepac a Hadmg Tat` 400/921 Hoot 600 ATU Hoot 600/ Wieser x nosing Lib` 2000 2000 Wieser X V11. Responsibility Statement- 1, the ini&rsigeed, assume mpousibibty fi ullalloa of list POVITS shown so the attached plans Plumber's Name (Print) Plum - Sigrvit - MP/MPRS Number Busnass Phone Number Keith Knudtson &48443 65 17 7 Plumber's Address (Street, City, State, Zip Code) Dp - 927 150th St. Roberts W. 54023 34" ,� VIIL CquotVMcpartment Use Only -P-156 ❑ DW=.,se Permit Fee s Date Issued Lss gml Si l6 75 er Given Reason for Denial M. ConclU M6.1i MA A Measons for Disapproval 1. Septin, tark, Eftcm lino't'Mi 3 (J I/�eyJ 1 f Asper :,cell gust all �;^ •.Ic _a _•p nt_ S f As per .7arayemenl Wt, plan �oiioe7lwnoe Ups_ / 2. AI ael6xk nct.ir.� ^nns tin, ;t t.e �-: rt. i; (. J O per tytpilud�(i,!l.r'{.:ii,'1;:?. 4.tM1ysa/wSL.i 0.-�--�.L1 �6�'• Attach to rompkle plans for the system and mi mll 1n the Comly poly om paper not lest them a M s 11 inches is size SBD-6398(R. I1/11)"�- x � ,fit `` I �i► �,etiq''�' � � ���Yn^''��, DEDIOATED TO THE PUSUC FOR STREET PURPOSES im �>'804aa -,. g / DEUNATED WETLAND UMITB `t —W STLAND r APPROXIMATE ELEW 1316.or i :t' ::C: e CONTRA 927 150TH Sl . FOGERT C'=' SCE ye �} 14 4 14 'S DEDICATED TO THE PUBLIC 'w • 1 FOR MEETPURPOSES A a u 9i a�q �eSo 0 tt d3+r 8 DEDCATED WETLAND LIMITS WETLAND+ APPROXIMATE ELEVI 181E.OT L I ITI I AI LMP19 1 OI► IV January 3, 2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: Plan Review: PWTS-01 1900012-C KEITH E STONER 23220 WoodcreekRd Siren WI 54872 SITE: FN#'s 735-743 165th Street Saint Croix County Town of Hammond DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL GREEN BAY WI 54304-5211 Contact Through Relay http:/ldsps.wi.gov/progmmslndusny-services vnvw.wisconsin.gov Rolling Hills Farm Shared Sanitary Lots 73-77 Description: 3000 GPD (Pretreatment Mounds — New Construction) Maitenance Required Scott Walker, Governor Laura Guti4rr•7, Sacretary Pressure Distribution Manaul Mound Component Manual — Ver. 2.0, SBD-10691-P (N.01101, R 10/12) 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, starts. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval for crossing the Road R'W may be required. • The department may require metering or monitoring of the effluent from this product to evaluate the operation and compliance to SPS 383.44 effluent quality parameters. • A valid maintenance/servicing contract is required for the life of the system. A copy of the initial warranty or contract must be submitted to the county prior to issuance of the sanitary permit by the permit issuing agent. • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on -site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from mound area. • Divert surface water from POWTS Area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • All piping shall conform to SPS Table 38430-3 and SPS Table 384 30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • 'Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet horizontally from when the servicing pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. if no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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, Tim Vander Leest Private Sewage Plan Reviewer , Division of Industry Services (920)492-2214 , Mon- Fri, 6:00 a.m. - 3:30 p.m. tim.vanderleesnd" i.gov Pate I of 10 Index and Tide Sheet Project Name: Rolling Hills Farm Shared Sanitan System for Luis 73-77 Propern Owner. Vorm Desma LLC Address 3435 Laboce Rd. Vadnais Hei•Jtis S1N' Si I 1 U Legal Description NE 11 S% Section 291-29A-R17% Township-ILmmm ad Coau%_ SLCroix Snnbdmsion Name: Rolling Hilk Farm Lots 73-77 Comp_ A?Parcel ID: 0I11-2019- 7 3-UO thm 01 &2019--77-000 Co�- Pace: 1 Plan Nartatisc Page. '_ P" Plan Paer- 3 Mound Plan % wu and Cans Section Page: 4 Lateral La\out Page: 5 Corcne DeRwtirn Dupetsal Cell Cakulatiah Pa2e:6 Dos ChamberCrossrNecfion Papa. 7 Pump Cune 7a-b Duplex Pump Parel 5pecifica was Page 9 Hoot Sisterns LLC Trash,Aeobic 1 an3. Cress Section Parr: 9 Hon Sets ice and InspLcticin Frnm Page: I OMmapincm and Contmvenc. Platy Aradmwrds. Soil and Suc L Valuation Reports. Sample Ali: Semcing AFroemeot and Hot S%stevn LLC Product .Appmaal with maintenance requeetrcwLs. Mond Componrm Manual Use�'j,�10 2_0 SBD-10691-P (N.01 �01R. 1Q'1_' 1 Pressure Distribution Core-1 � m .0 SRDA 070(-P I\ 0101 R_ i 0� 1 _' ) Designer Keith L, Stew6mt_ KERy �• *? License-' Designer 157-607 Sigratue= `�sDa I '0 IS Phoee# (715i653-2324 Page 1 of 10 Plan Narrative The fotlo%%* shared samtar% s%stem design discussion focuses on the proposed 20 Bedroom 3000 gallon Per dsv sanitary -yaem to sere Lots 73 thm 77 of the RoBiffi Hills Farm Subdivision, This plan a +nplies with the SL Croix Cowuy Land Use aid Development Ordinances. A "Cotscrvation Development-_ Rolling Hills Farm is designed for 77 lots sm iced b�% 22 dispersal components lxated on common gtormd_ .Appropriate easements and maintauroc language uerr required prior to final approval. The SL Croix Cmmty subdivision ordinance requires that each buildable lot has a soil and site cvahrsion oumpieted- For these 5 lots the mouuvd dispersal area will be located on the tested area of proposed lots 74-76_ Lot 75- s soil tea BM will he used for our sarntar% s%stem designs elevation data. We were u>fahk to locate the original RM that consisted of a' a' PVC PIPe however we were able to rr-establish a new one based on the mean sea level elevation of 1108.75' that the original engineering company had established for Cot 75's BN with an elevation of 100.00 ft_ A new BA( consisting of a 1 ',.- iron pipe was set and referenced as 100.00 tL A four bednxmt maximum dcsiint Ilou has been established for each lot. The count. will require a sanitary permit for each lot prior to construction for selling, the scPtidtremment components %criftmg the design flow for each kw - these lots will required to set an aerobic treatment tank with built in trash capacity that will be connected to a private main inlewxpux that uill gravity flou to a common duplex dose tank located near Lot 77. that will alternately distribtse the highly treated effluent to a common mound dispersal system 8 & x 212.54 fr_ The private main wterc-epux %ill be constructed of 4 itch Sc1L 40 PVC with cl snouts located along the rouse. The uplex force mains will coresist of 7"' Sch_ 40 PVC and will be directional bored and skseved under 16'* Siram ` Pate 3 of 19 Mound Plan View L Mound camponem Dunenstom D SO F'aA�„ 1 1, 4 K L S.b99 92 " T G 6' ! 4.23' A & vt , tA.pas>I Cdl L[o (L_, Bass .vI A,mL&& ..ft) 1.1£, nr!n V*r flaws d.11 „¢pan1L.LahbWRt 11.E t unshed Ccade l pp 1 ShadmS Kn ® Topsoil Cap Subsoil Cap ASTM C33 Sand Til�ledyLff Aggregate Mound Cross Section View aegremt Lispessal Area - -�i�- --e--wif-�i�i���i 12 % Site Slope Observation Pipe to ar constr+xW of 3" diam. pipe w water tight cap. a minimum 6" slot anchored widt 11F rebu or a water closet collar. Detail of T. -:31 •-i�I�I�1�1�•�I�1�1 YtYlY�Yt .S-.1 �Y /ft) Conbm Finauon _-(ieote tile Fabric Cmer Page A of 10 Center Connection Duplex Manifold Lateral Layout Diagram IL• IF X P Now- FAI-anachedto t.amsmad fmorumm(ns:Sir� pa Sn Table 5Es 40 C CerMPr Of die ntffiII(Old 1 "rtift wlPLEA x Duplex Force Maui Number of Laterals Laterallbwsaer InteralLen-ph (P) Lateral Spacing 1S1 Laaeral Flow Rate 1 = Cell F6% Rate St siem Flom Rate Total D%narnic Head 2 per F.M. ` IDt.I� --'-� 35-36 90 7' 4&37 x Holes eWAN spaced on bottom of lateral te' NoFoaromaias comim iuw the center of cell. I st We approx. 100 from tie manifolds Tnanllamn¢ -1 the _.�' hole spaang_ Narthw'est m ntfold + F _M feed wT& 1 ^ of cell m7d samti e for e sactiea t F.M i manifold. rifi 532 or 0.156 234 a_ 10.12 4.00 375 per F.M. Fincched Grade r Tiu®ded Clean" Phv w "I 6' m Jr diameter Lawn Spritkier Box {�f \'ai•e R ` Now: Lateral ends at last orifice rxhem xatiabic j kTWih M CleanDN Iv -Pins. Long Sweep % w Two 45' Bends Same Ihanseter as Laheral Dtstrrbutrwt Iitcral Cell Pimenalanm A 8.00 (1. B-I 212.54 ft. 11-2 213,12It, K 8,69 it, I = 27,34 Il. J - 4.23' L-I - 299,92 If. 1,-2 - 230.50 It. W - 39.57' Page .5 0f /0 Modified Mound Plan View Due to Concave Slope L-1 1,1 Percent 0e/1eelimi - (Odivelion / c'eli length) .t' 100 Percent Defleclian - (5.00Jl. / 210 fl, ) x 100 = 100% Actual I)Mtrihut6mr Cell Length / (' o nfrlefleolon .v 0 00205) ' ! ) x eJ1i,vhve diatribufiem cell length, Actual Divtrihurinn Cell Length - / ( 2.00 x 0.00165) + 1 / x 212 fl. 1.0053 x 111 fl. - 113,12,11. 213 l2' A the Actual DAIributian Cell Length Page 6 of 10 Duplex Pump DoseTank Component Cross Section Apprmed Manhole Comers Wnn Wamm¢ Labels and Locking Device 4' Mirt Above F-mal Cxade \ Electric ProofNEC 3t0 Box Electric per NEC 300 dC SPS d" Soh. 40 Vent / 316.012 WAC ,a-m1`_. Above Fired Grade � i Note: W Rlwrmbas 1spt 122Duplex 4Demand Doses Top of irdet = 74.50' Now: Pwnrp swk-h Rid alarm to be ( A Hired to m r ritrts B WLPNO0 -MR Gallon l C Tank M5_ %%WSM Gxaaarte D Ahw a c t ul8 Lnnaimn V. Approved 3' Sleeve farce Main Diana. - " :-ep i 101e or Am Siphon Devitt Duplex Farce Mawrs Pwnp Off Elex'. -0(I Duplex Pimps �27-(Wmn Ekv- Vertical DifArrace Between Pox" Off aid Distribution Pipe- '_'Minimum Required Suppls Pmsure--------------.---...ml 3-S FT. of Force !stain x 3-33 Friction Factor 100F1. _. = 16-2-r per done Note: Maximum dose per Pressaur 1 oss Through Filter ------- ----_ f M or 1 2 cell equals 300 gals- Total Ds marnic Head .... Min. dose per 12 cell = 169.75 gals 7LW Number of Doses --- 10.115 Per Da% Gal- Per Dr=oiDoses --76J'Ga1- 100*% Volume of Backtbw -- ----------...... - - - - - 61'5 CAI- PunpsAhemang Total Dose Volume... --`-- --- .----_-__--_-_.-.------ 337.6_C3W between 12 of cell t Ptmnp Tank Capacan '-0'—' 7- Gallorss Dmensions Inc , Culkkws Punt/ Tank Volune 562- Gal Intl A 16 900-32 B 2 11234 Pump MG_ .. C■%dds C 6 337-6' Pump Model WEIOH D I' r{immoanDix�i>ergc �36 Per Alarm Mfr. SJ.E. Rhombus Total- 36-00 Alarm Model Tank Alert 1 Bed Tani per SPS. 38a5i 5 a .Anchor Tank as neu*s to negate baa�wa Forces per SPS 343 331E 1tgl hole- Tanitohavr twn owlet . - •t� we- F�rrr maim lengths shrotdd be newhs the same hettait page 7 at 10 RATN" [4prn .e: Ilt. �- 1 tta 175p '750 3500 350D MW 35M 35M 5w 35M 5 86 - - - -I - - - - ' 10 70 63 78 94 - - M 95 - 15 52 52 70 90 1 C3 129 53 93 t 38 20 27 35 60 83 98 11231 49 90 13L 25 5 15 48 76 '�. 04 11-71 45 87 133 30 - _ 35 67 88 110 40 83 130 35 - - 22 57 82 1n 35 80 126 45 74 95 30 77 121 ac - 35 6/ 86 25 74 116 25 53 77 - 70 { 110 60.. 40 67 - 66 30 56 - i 63 103 % _ _ _ _ 65 - - - - 20 45 - 56 89 70 35 55 81 25 - i 51 74 80 _ 90 _ _ _ _ _ _ _ 47 - - - 37 66 49 - - - T.'70 - - - - - - 2a i 30 DOMENSIONS ;M dsr�envrnls ae m ='=c-'yes Do wl use b. CSRS'dR:�On a+-amca ; L�1 xylem Let's Soiw Watm 3-4- � tr,r�4et 2 Casing - _ 3 1Aed)lr•ol5eai 4 i Ltrso.54uk 5 McR,ar b 8af Haan 7 Pnse title 8 Ga- __. 2 — t XN4e , YnL 2681 Eas Bayard Sweet EXt - S t, A Seneci fa8s. WY 13148 P!wne: (866) 325 4210 Fax; (888)322-5877 wwwxyiem.+'�cc«n�brae.dvg�dds+�e2echnology C ai 2c»>�c=acw+>•. a x_rec=_-ror, •+c a.e e.aec ��e� unye �GOULDS APPLICATIONS PUMPS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: /P maximum. • Discharge size: 2" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TOW • Temperature: 104°F (40°C) continuous 1407 (60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. FEATURES ■ Impeller: Cast iron, semi - open, non -clog with pump - out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. ■ Casing: Cast iron volute type for maximum efficiency. 2° NPT discharge. ■ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. ■ Shaft: Corrosion -resistant, stainless steel. Threaded design. Locknut on all models to guard against component damage on accidental reverse rotation. ■ Fasteners: 300 series stainless steel. ■ Capable of running dry without damage to components. ■ Designed for continuous operation when fully submerged. MOTORS ■ Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ■ Class B insulation on '/3-1'/2 HP models. ■ Class F insulation on 2 HP models. Submersible Effluent Pump MODEL WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. • S1TOW or STOW severe duty oil and water resistant power cords. •'/1-1 HP models have NEMA three prong grounding plugs. • 1'/2 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. ■ Designed for Continuous Operation: Pump ratings are within the motor manufacturers recommended working limits, METERS FEET 40r 130 WE15HH 120 - -- 35- 110, WE20H 30 100 ` 90' WE1511- -r---- +-- 0 25 g E10H- _- a 20 70 EU7H - o 60—,-- oi F 15 EO H °Z I 40 Lftk 10� 30.WE03M --- _- 20 WE03L 5 101 i- 0 0I — 36 _. o la zo— —3o ao s —' 0 5 10 can be operated continuously without damage when fully submerged. ■ Bearings: Upper and lower heavy duty ball bearing construction. ■ Power Cable: Severe duty rated, ail and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Optional lengths are available. ■ 0-ring: Assures positive sealing against contaminants and ail leakage. AGENCY LISTINGS S ® Testedto OLand CSA Zzto 108 Standards By Canadian Standards Association C US rile #LR38549 Goulds Pumps is ISO 9001 Registered 'SERIESWE -. .SIZE''/: SOLIDS RPM. 3500 & 1750_ -►GPM j 1 i I I - Y i I � 60 70 80 90 100 110 120 130 140 150 160 GPM 15 20 25 30 35 ms/hr CAPACITY Goulds Pumps ®2004 ITT Water Technology, Inc. �/ �/ ITT Industries EHecvve December, 2004 w .goulds com �1% 83885 Sim per. aupkz a PMW I Ir m nrdla overlide. ft" 7w Of 10 The Wde1122 cWM paad Is dtlagr®d to afterrum* careol taro 120. 208. w 240 VAC srlple phae pm>ps n imaier and serape W61HnlhOfK- The alrarOft ar - equalmes pip mew In addfdrn io the alerranarg Prep mnlrot rib W P %arrerrde cued should e0m OrmB faa if an alwm wrdlaon orans an Amm JV NIc n aclarats the audohtaal alarm sysh"m Cartmm apocaoom arkrde pump+ wilt ers. amnv prarp Lars• wW= syssum and 14 slags 1. EndamunrumsLiam lOX 10XBnchmQ54X254X 1524cmf Chase of NEAW 1 isted for rndoor use), m MEMA4X (uWaMdet 6'UMdz ed sm.. leatc vm relorahr! ante" lees for a ndoor of Widow Low Now Opbom SdeUed may rrrpea9me ercbsana see and dlange conpo 2- Nhnv alotor eomuclom aarud Pan0's of Seild..g derfir®I ales. 3. HOA It I forr rnxsral prsrrp =r.Wd (noueed m cknA hoard), 4_ Conrol Cecldt Board provides Punk ramd and atlmlehort 5. green pulp RM hr6cat w lyres Irnoraned an aaasl bosrd)- E Great Breahsrs (oplonlil) provide pump ftcorvwd and brain anmm T. Grarerd Logo i Float Stars Mdieador Lyft (wooded m ante boadl 9, roam! and Alsem Plower kmmumor tiphs mounded m arcs! board) 16. Awmfrry Naar Corrdn:t, iorm C (morlreed m Orc11 We-: )- NOTE: Sdremaac is hxaed castle fie past on endosum care_ 11. Red AMM Beacon prwrdes 36W vsrml drede of ai mr omdit n Nab: NENA 1 style r6km5 a door moulded mdcab n ieu of a beaam_ 12- Alms NO pre.idrs aurao Warr np of atom m KbW (83 Oa 85 dec"bd bpi NoW HEMA 1 u" ismim an rwemaey arwm Luuer n teu of tpn 13_ E1oro►Alerm TeWrMmmaMdenoe 9with allows horn and W$t to be tested and torn to be silenced m an clam cmchbm Alarm amrnaxaiy remelt orrce a►1rm corldbon s domed. 14- Hom Samme Roby (nm rded m orest boardI NOTE: artaer spoons available Ar ErrYe mrerol sysiam (pond and sll4dh ) 6 l9L fisted W meat adJor mcmd rdrbty sak sfarndo j Goal saiely anftabori for the UrOW Stales and Canata ff SOrdad padrape nudes Wee 20' S!E SWm*AasW- c *ol suedes Ar Crnrdde vAlh ampA y-S 1rv%tWbNur osbWmr6 JF Fort tea lrtrlad Wa ramy Modal Shoe IMMUN" WOU-Ifts. PO Bar 1708. Gaul lakes. MN 555M 1-aWOIALSIE. • 1.218-847-1317 1-218-8474617 ^ar eirmul batortl9Setrl R:rO��an L?TTTD = 9ek4 cplons a ro alarm 11�Rage t = iterm pi6Age {rltl�es te5'b'l+onfgtfsllerl� enfitll, i'.ae red Itgfq atom) BR1O611F� RA7NG-� I = filCarn. MEw\ ` rerl�ai? i w = wcllerpnor Wm aA tefl9etee eb riemnpbssi suirtTwG uenL� � i = -nlrbr t>ov '202ON2aDY Pap RR.L LOAD AIDS 0 = 0-7 FLA 1 = 7_15 FLA 2 = 15-20 FLA 3 = 20-30 FLA (i 1 FLOW SMffMH APFUCATM HmL=puwp do V pure w 49eied 17 CO"X = r,o,baft OPTIONS La dba . Q EMLIOSURE UPSUE - nYw VoWmd nne a m 99 Itc . Wba a 4.n .+1 q*cm a aal+ee enraamne .pp¢e 1ee.alad aPPOY 7b of 10 IA Red bea =4l m ado G L']++ IUK ws a y - M..m Wer4m P AdeC T.' fDr aia,er Dati,dge; n Ic 1bm vfY,M.Yo n -ic NEm Ia pa 110 fff W U[ Afim pill i,4,v selea Ti' fw AbP DaCY3pe o +,3A Abnnigd.a ♦ 140 Ul d&wnneC jr V sff* vo..+>so ft—gA4o0r ilM4-DA p . 313 mw*w alarm Taal a .m ate mnk �rnrr O . AA 114n.rdaal 04 « n20 FLA WW of both Wnpsi sew fHan JC 0ll a 2980 RA fl al of =M pwFal p AB am aInran Meora aatxm ISA le ma.tauam qwf iff) prwv saUr Dpton aA a aae lb8 15of0m1 d2U' ofrlma[l p Ap Re" ri decor! !fC 3P =4n tau of 2n' Q+w fl al n QtCaA cyami•�lec lr nenon, M9 -a raE vLe, of2z p"jha, © ♦ SA. Tbuneat omu mail arbor Arlo r� ' 7A Sk 59r me Sraf • DP tbt. nor afops.lhwl.l ve Islds) p 17S S.f SwmWmsb' i amwR+dY -eotftd • % .SE S®l tshm orlafs a,ea adwss (2 ,,sari 17C 171) SA poor i rftqwly.e+DileC . IDa 9AlfJ Sane Float° 1 ft&wnm Y.e%"" A :Der fkw y 6A Aaafiy Oral, rm+nQ lam G leCt,kda Q 17E S�r1DW Mfl'apedA Sow p. 8A Ef a miler 17F Sensor FEAP SEre : "am-olY a -A„�e.'A ON A:: p. !C EvcAfgefe{males em lck i7J SalmrFbl rppe cirry AmPfbrt.- ©•} 9_A Tarp MWAaae IDS LOW 3q sommfN r .P..1Y "V ,.U& after n W.*ff 5 *9b and EY Ike W 19F Fou4a feat w sepi Am ial60n ♦m In9 E>a voW 212A= 12 A pwW 19T TOA OmMO1ElMalwo[i w"oh s Ard POW n blim Ooa mafneo •�L }^d 2530 LA Q 19U 140A ( NDfEAWpma#_) Wab+ a al a Mna°1gfls p ICE Lnaa Will-fEVAAA '"oup dom mo:nco p JOE Lo6Aele M" - WMA I p 19A Dow "Vwe d W'w Tin .dta0a n 13F -Vhu g arxst o- � ate.. • m6"ftc8Mawaia Ak +soar� Ifsd*&OwW Brame 00 F*WDDK o/MW MICWTbriRWNft4lMEhob NdCB/1WaIIIIIIIIIIM POWIL JAMVLt iWOF-L 122I w rT 4 H 6A SAC 17A AM..... l-Woactap ERa9ng PAap Fri Lend Awes Pen* piticarrlect Flwt SwOrt, AppirAmwf Op`o ►wAl" agars aortlaa Imfn C. 9pnd dte Wll r. eseMll Ic7de1 CAtwde`. 0 4" CAS TANKS ARE MANUFACTURED TO 4n•" HEwww. h001Py®!•ms.. com WO OR ORAV M' pIBChNRa sveTiM H-600 A TANK SPECIFICATIONS SPECIFICATIONS 4' CAS DIMENSION& WALL: 1' BOTTOMI Y COVER; 4' MANHOLE; 12' Y 24' I.D. PLASTIC RISER HEIGHT: 70" OD, POLYLOK 12' ACCESS LID (TYP) LENGTH 105' 0& WiOTN: 74 1 2" O.D. BELOW INLET; 57' 0.0, LIQUID LEVEL• 51" WEIGHT: 11,135 LSS. INLET AND OUTLET: 4' CAST -A -SEAL (CAS) SOOT OR EQUAL TOP VIEW COVER: MIX DEMON 01 (NO FIBER TANK: MIX DESIGN /B (SMALL FIBER) CUSTOMIZED TANKSi FOR CUSTOM TANKS CONTACT WESER CONCRETE °7 SET RISER (TYP) ASTM 0-1227 REQUIREMENTS FOR APPROVAL APPROVED BY: _ APPROVAL DATE: PROh(T5 KHOEO RYA! yl 4 rage 9 of 10 Hoot Service and Inspection Form This testing and repor" slum be caaplelW, wWwd and dated after each wwpw*w- one co" shag be reu wmW by the nu wwwww ce company- The second copy is send to the local perwMWM m*Kw ty and the mina copy is sent to the system owner along with an kwoim for services by the makdemnce company- 1 _ Actual Date of vlsll' Z system InWecbon of Owner Address: City. St.. Zip: 112:?.} 1 � - cr ::r r.- ti •. � is •: . - • �.r•.. .' � •' 3. Repa+s to system (W all components 4- Tests Required and Results= Test Required Installer 11 or WW Llc 8 Private Onsite Wastewater Treatment System Mound Management Plan Pur qma to SPS 393-54 Wis. Adm. Code each Pri%ate Ottsite A astewater Treatment System (PO\iTS I Shall Iricludr information and procedures far maintaining the s-siern within the parameters of SPS 3R3 and 384. and the conditions of approval by the deparmwnL agcnt or governmental umuL The appmm ed plans and permits for the system will be filed with the county zoning or health department. This mamapernent plan complies with SPS 393 V_ 'A is Adm. Code. the Mound Component Mutual for Private Onsite A asteuater Treatment S}stems ( Version 2.0) SBD-10691-P (N,01.101) R. 1012 and the Pressure Distribution Component Manual (Version 2.0) SBD-10706-P (N Ol-01 t R. 10,12 rabic l: System Design Specifications Sapitan Permit Numnber I Number of Bedrooms PD) Component Sine rsa. ft.) 170032 tPresreatad Effluent) Trash Tank, Capacity Gal- 400 gal- _ Pump['hamher a�it� Gal. 2025.72 gal. total Ike of Wastewater Pretreated Domestic Pre -Treatment Unit installed per structure. HOOT SYSTEMS 1i-6W A Table 2: Soil Absorption Component — Limits of Reliable Operation F�ga Septic Tank Cornponertt Soil Absorpticm Component t4ow-Peak (GPDI 600 per structure 3000 Max. Influent Particle size NA --I B Inch - Maximum BOD S [mg l l NA s :,90 mg I ltaximtlm TSS tDWI I _ `A <_ 30mg- I -Maximum FOG NA NA fable 3: Maintenance Schedule SeEitiic Tank J Inspect andor scr%-Kc once even 3 %cars Dose Tank In- Lyme Filter Should inspect arse a tear and clean even 3 gars Pump Chmnber Inspect once even 3 }ears ! Soil Absorption Component Flush Laterals even 1 R mnorrths HOOT SYSTL• MS 11-600 A Sen we emen' 6 monrhs fix first 2 •ears. Then at walk there after per rnanucr rmce amvemnent See anached- Page 10of10ab—c tic Tank The septic tank shall be maintained In an irda idual certified to senioc vcptic tanks under sec. 281.48_ Stats The contras of the septw tank stall be disposed of itt acu+rdance with \R 113- Wi.- Adm. Code tSenicing Septic or Holding Tanis, Ptnnpieg Chambers. Cirrise Iuaeceptom Seepage Bcds, Seepage Pion Seepage Trewhes, Privies, or Portable Rcstrovmst. The operating condittan of the septic tank and outer fiber shall be asscsaod in least once even 3 scan b% inspection. The omlet fiber shall be cleaed as necessay" to ensure proper ope atroe- The fiber carridge should ant be removed no" prrn tuition we rack k, retain solids in the tank that math slough off the filter when romm ed from its encictsme- If the fiber is equipped w kh an alarm- to filter sell be serviced if the alarm is activamed chin otnh _ Intermittent fiber ale s trees indicate surge flows or an unperdam conimuaus alum. The septic tank shall hair its contents reumwed when the volume of scum and sludge in the tank exec 13 the liquid vahur e of the conk_ If the corenm of that tank ate not remcnod at the time of an assessrhx maintenance ce personnel shall mh ise the owner of when the next service needs to be performed to manam less than maximum scum and skhdge accumulation m the mmk- The pump chamber also requires monitoring once iron three seas or the time of problem - complaint or failure- Inspection should induce checking the dose ram volume and frcquemcy_ Warning: The dose chamber mat% fill duc to flow, continuing during pump malfunction or power ouxages- One Large dose when the power comes on or when the pump is repaired may cause the dispersal s%stem to hasc pft*4cros. In this sinatix+ the pump chamber should be pumped In a Incensed pumper before pump cycling begins or oba maaswce shill be used to dose the component w ahh onhw the proper amount of influent_ This maw" include manual operation of the pump controls until such time the pump chamber has reached its normal level. Note. A Satech STF-1 N elRtest Tiker mill be in the dose task for each force main to provide the Sh erisg of the ctNeent to the dispersal eed. Septic tank and Pump chamber visas. access rises ad cowers should be iespm" far water tightness ad soundness- access openings used for sa%ice aid assessment shall be sealed watertight upon the compicoon of service_ Any" apenmg doamc d oes ma defective- or mibiect to failure must he . E�osed access openings greater than l<mches in diarncir shall he secured b% an effecin a locking do we to prcwctu[ accidemat or unauthorized entn to the tank Karsfog: To ore should enter a sgric or other treatment or hold -ate tank fir am reason without being in full compliance wvb OSlia standards for entering a confined space. The amichphew within the septic or other ttcatmrnt or holding tank matt contain kftl gasm and rescue of a perxon firom the water" of the tans: mr be difficult or impossibhe- Tank ahandnnment shall be accordance with SPS 38333, Li "is Adm. Cmic when the tank is no longer used as a PONTS component Page l0 of I0 a. b - c Soil Absorption Component The soil absewpu n camponmt smmg this smx see a dnigsad w accept domestic uwwe%ala fain a tesrdentwl facihm- The in Table The longs its of a soil sbsarpticom cortwpnnem depends greaih on proper and timel% auiatcaance_ and s}srem use within or beknv the limits of rcluitk: operation- Good %ater comenanon Practices, b-% all occupants and the installation of water conserving plumbing f iwraes are km factors in extending the useful life of this ctwuportmt The soil absorpik n components operation must be assessed b% mspntion at lens once gem Nears- lateral nom ups are provided at the ends of the laacrals fir the purpose of flushing the lines of am solids. Flushing these Imes should be done every 19 rooarbs. The inspection shall include recording kveh of ponding. if am. in the observation pipes and visual inspection for an} evwietuce of surface discharge from the compootnL On sseepk skrmg sites areas of crosicn should be Wermfrcd and reported to the owner for repay. Thesurfacedischarge of domestic wastewater or sewage Gom the sx Am is prohibited and considered a human healdt havard- I rafrw around carnet the soil absorption omgxc em should he avoided prtictdazh during %infer months. The compaction or removal of snow inset over the Component rna% lead to hvdraulte failure In- freezing. This type of failure is usually but is diffocuh or oapossmble to repay until weather eoadnions improve. In gweral- soil confpact mm o%cr this corrupnnenf %ill red" diffusion of part Qca win the soil and dispersal cell- which may kind to more intense- and earlier_ clogming of the soil. Plantmg of deep rooted trees and shrubs du=th over or wahin 10 feet of the cosp xarr should he avoided smce root mtrus" mto the eorquonew mT obstruct %ase%wer flow. Contingency Plan In the case of septic or daze tank oanpoaeru damage rnea:sures shall be taken to repair or replace the tacks to there original operarwtg atndnioa Prob{ems %A the preuenmeet atit shwa be addressod to the POwTS Manawner. B amuf annual mspmxvts should prevent at complete failure. Should failure of the distribuion cell component happen, due s%stem shall be inspected to determine the came of failure. e(ihrem quality tvst and %ast[wawr ifows. Steps taken to repair or replace the dispersal cell ffm involve the removal of a trios ins which %ould require ckaning or repfacemew of the distribution network as well as replacing the aggreea stem and clop eed portions of the Sand fill - Keith Knudtvon St. Croix CmMV Zoning SYSTEMS LLC Pagel0ofl0a.b—c Component Owners Contact List Plumber Maintainer is 1 Maiden Rock Al Powers Sanitation — - H-6W A - - - - (651)470-1737 (7151386-4680 (80(1) 336-3d16 (7151249-5738 (898 19 79-4668 Um 10, 2018 alvtston OF tabus W SeRA= Ptiruuisy Pmc h d ties P.O. Ow 73M lftmd f v 5111-alas Trr; cw4d TtanN! h4 Co e:o« s;ze Waal. L: alrermw, 310omry HOOT SYSTEMS. L LC RON SUCHECIO 2W5 HVVY 14E LAKE CHARLES a 70807 a• tL r• t it The spauftabons ardfor plans for Im pkanI g product have bear: mvrw and dt.lermned to tie n contpiance wilt doplens SPS 3W fMOtrgh 3 %, Wacon n Adrriv6Vifirm Code, and Chapters 145 and feu. VVacarsat stabile& The DegaMeenl hereby 'awes an approval based on @tit Wisconsin Statutes and the Nfscaruin Atlmwistralift Coda_ Thu ate! s valid until ire e+d oT icy 2023 This apprwx sLVe cedes the approval awed on Nlarr3, 12 2013 under product be nanba 20120398. This approver is corftVerl v,vm conpa'mrroe wth the loV,,*r g snp Wm ems): • This tattle maw be desigtted m wtlstand ;Zee pressures to a nch it wit be stepcted • The nww#actteer roust keep at the mamdaacrng ptart a m of plans and speotcatcns bewmg the deparh>teKs slan of appravai The tarts and specxfa s must be open to aspedv+ try an wAw med representative of the deparbneet • T•ts product may not receive back w cmd me !rttrr a'matm smUrm Yff w scOmmN berdtrrast: dscitarge must be distliarged in another method arseptabfe to ds. SPS 382 and 383 (lormdly Coomt 82 and 83), Vft A&M Cade. • The mwwmjrr daisy wastewater how, wKxh -nay doge Vwough On product is 6W gallons per day - • VWshins product reserves was'mwata ham dwetaQs, A will product at ef0uern quality wrrl a otatramm mortttiy average vakie ?or BW5 of re., V. or equal to 30 m%4_ TSS of loss fait or equal to 30 well TSS and F.O.(I of lass than 30 mp,L and fecal cafiffam of Ys fain or equal to 0,000 rlttfl00irtL • Plan re%ww err s!e astMa6or of dun product must be alunated atom te depwtTent err aornrdattoe with SPS 38220 (1) of lte W5- Adra Code • This; , -, A mast have entailed a deparknent•approved e0s3em tYer capable of fiaenog pauses 3f iB rich in see or kwW SBQ1055•E W 111097) =fit RN- IM134M D13C hood Sysmtns LLC May 10, 2018 Pays 2 bf 2 Pmdur3 Fie him: 20160134 PRODUCT) H-6W IrAbvsbnw knpBdmri Mamie 2-yr. somme wdasmdocaaer OnWM PINWg Lytle AnKK)r ROWnM erft 2-r o+ l�a.tsy► .r�mo.n�sz.s by karwdMeaaerrI hramobw dwrtOa,aro impacbmamum Bade~ Cycle MA EMka d Perbmw m Leaefa MSFM Clan I BOOS Croft Far Dowmmzft Oiatbukon Ares YES Fed Credit Far f &Kgon Of Vbr YES AdWbarral Carrsrrants now • These tanks shM be Wo sill bcbM nrrhate mere in aocadane wah s. SPS 334 25 M (h)VWL Adis. Code- The .rarhoie caww must be swired to the riser using strews whr are -ot standard or Pi'KPs hmd i be t- r , Iered ar. eflectMe kX:" de, • Them taiRs sob bear sa nMg I that are vk" attar msiailabm, that carttam tc s SPS 38425 (8} • The tank is not tewtnended to be insLaW wtme sak atad sad or saasorn: hgh ground water tab" are inKirsfed beftpm the Ixilan a th tart and the gmand suataca • SEODWG. 3-aches of cmVa led bedKng St1aa be provxicx. The beddsg matenal snaa x dry. sally kam makeaaL or cDersu s % tkw,ztm in 1he largest do mosm • BACKFiLLiNG ffaw be emwacmd et s &arch •mvveic_ Baaft matera srai be fine-fbeM sod or grnzi s 4 .adees in dawrreW in the iwgesi dine am. The depwane t s in no way endorsing deb product or any admen sng and is rot msponvUe }or any skim -on whir mwy reard kom its use /N/J/ W sctikwAw({j Pkatihirtg Pmduct Revieww Depahnat of Sakaq am Protessaana: Services Dk*wm of hxkm&y Swvwes Bwear of Tec raral Semoes MS) 267-1401 Phom MM 2574M Fox gkn-sdrkreie Gwigm E+ned ST. CROIX COVNTY SRPTTC TANK Ntka T,ENANCE AAaREEMENT AND OWNERSH& CSATIFICATION FMM OWA&suyer Voran Desoto LLC MailingAddl.ss 3435 Lahore Rd. Vadnais Heigh#o Mn. Hammond Wi. RON Ptnteel Ideafflcaam Nuutber .018-2019-75-000 SW sex 29 , T 29 NR 17 W, Town of Hammond �,bdm8j, t ljtj� Roping Hilts Farm Cea4WWd Survey Map # Varrapty need # SPecSans-- yag[ho Volume— -- , Page # (befttreWnVolume - Page Lot lines i4euti9abl0 pyeaj]no Lot# 75 Improper use and maintenance-ofyour selRic 9Y6<om mold f4sult qt its prenulntc failure to handle wastes_ Pmper maintenance ""fats of pwtgrtog nut the seP& tank evuY tbkm years or seer, if'aecded, by a lic"hed pamper VaW you Put into the system can affect the'Cnnrtion ofihe Sep& Cant as a treatment stage in the waste dill System Owner maintename responsibilities amspeetfted_m WS. 383—TAI) and in Chapter 12 - SL Croix Cmniy Sanitary or4mance. The properly owner agre-es to submit to St. Ckoik County Planning & Zoning Department a certilication foam, sigoed by the - ovaer and by a master plambff; jotnnoymaa plumb, restri,,W phm -er a.lwansedPwnperverifying flies (1) fta�.on-sKe wastewater dispoaal Vstem is ill laopar opetabng eevdidon atxuor (3) after inspeotion and pumping (if necessary), the septic lank is teas than I t3 full ofshtdgo.. Uwe, am Undersigned have lead the above r"Wemmts and egret $0 maintani the pfivdtc sewage disposal system with du: sW,dw& set forlh,Lereid, as ser by the Department ofSkfety And Pmfessimai Serviem and the Deparvaem oMlI n'al Rranurcea, Slide of Wisconshr. CarfificaRm starting that your septic system bas been maintained mast be completed sad tetu ned to ilia SL Croix County Planning.& $bntng Department widdn3n days of the three year axpiretion darn. Uwe em7ify dvg a stetemenfs this fomr ate hum m the best of myloor kmvrledge. Uwe am/me the owner(s) ofthe property desmbed above, by viriye of warranty deed recorded in Register of Deeds Office. Num orbedmom 4 s., Li Sot 19 SIGNATURE OF APPL ICANT(S) HATE •`•Any information drat is misrepresented may mvulf in the sanitary peImh keingrevoked by the Planning S' Zoning➢eparmrear. ««« ltlelude with Ibis APPHUMOn a recorded warr4* deed film the Ttegester of Reeds Office and a copy of the ot:ftified surrey map if refereum is made it, me, wartamy heed. (REV.04/U) y v i EACH PARCEL S SUBJECT TO ST LAWS, RULES Al MINIMUM LOTS BEFORE PURCH PARCEL OF LAN COUNTY ZONINI TOWN BOARD F n W ELL AND ALL W ELL DISTANCE SHOWN O INSTALLEI I SEPTIC TA i FURTHER 1dI AFTER A O ON ADJOI SYSTEM < Ni FROM AN' ALLLOT( ACCESSI OUTLOT P. LOCATED TO THEIR INSTALLA RELATED IST FLOOR LAYOUT EC+YE �•.,o• Lo n O fl z O )n-nmp m1<cr pimp A A r mr =m(, PRELIMINARY PLAN ONLY - DO NOT USE FOR CONSTRUCTION �. cavnercrue, C � E af.RZEF ax�OT-2i-lB ALR AN LUYBB3 COMPANY THE PRCFE$ 1G BUILO93S 9 LY CENiE2 PYLr i1� T£ 4T. (/B %V� 11ti Y£a H AVE EMl CLAIRE W5. YIYR O x 11 P4•'HP BASEMENT LAYOUT PRELIMINARY PLAN ONLY - DO NOT USE FOR CONSTRUCTION cONNrl"Mu. G ! E ui.®72BQ eA 07-2619 A-5 LTHAN LUI'�92 COHPANY /CYEL-moo RCTW6 MUS 1102PEE UK PROFESSIONAL BWL b SUPPLY CENIB2 a". won- bLT. 1/B� s 1'Q` //Xi/MAw I w WWO N A m sw am% us 561 waNBY. m.OGE EOC�.PAfd 1YK4Kll®9P.GOPF JB.93h33N a`�._�®r.r+��-...,... Wastewater Seffices l a. .-iili.) •/`I=3 •� -r !1 _ \'a ^..) fL:n ` .a. '1. -) Y. ] '!•. h 4.�.4 a a.r\ •i - i. �/.. 1. i`• >!. 'aY' T-•' f - 'l:. 1...\q 4� (/. .! -). � � I,� Sir; MAWR MOOR VIM M-M.Mpir, a ii... - I- .o- •s/ :+ ./ w i` i .... •'«/r• 1r i. r - - '«- � a '•- . n). -..n a :a •• .1l> ..r .arse.). r KIM wRaulDFoaffQ3*irmmw _ _ _ for ons yearuniewcarxeW by ie nly it replaced by todrad somm ). f• : - • 1 : - i below ' ♦- 4 a .a 3 or -canoe! Uwe awl 1. )Y •el'. I paot due, POri0ftlnAPecffcns: The Purdmer agrees to pay Service Provider ""`6.-perUtspecfionforbw(4) r" YI• ) � is - .l i. i�_� 'r irl. a. - - �iw�i.- :.i t 1 Phone Ip�THST.6•s4[;.. ROBErTS, Wi 6z;i,- sta ZP C€163714ii-i-1 -11 Equipment Co mmd Under This Agreement C111,411W., 1ran z ie l�-L °mc e�llv2l/� s 3`E3S 5 k v `— GS/-888 -a�i cftz. .rmcc VA, N /O E'er GoiK rc e ,c.. SANITARY EASEMENT Document Number I Title of Document OUTLOTS 2 AND 3 OF THE PLAT OF ROLLING HILLS FARM, LOCATED IN THE NW1/4 OF THE SWIA, THE NEIA OF THE SWI/4, PART OF THE S W 1 /4 OF THE SWI /4, AND PART OF THE SE l/4 OF THE SWI/4, ALL IN SECTION 29, AND PART OF THE NEl/4 OF THE NWl/4 OF SECTION 32, ALL IN T29N, R17W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. 1079750 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 04/03/2019 12:30 PM EXEMPT # REC FEE 30.00 PAGES: 2 **The above recording information verifies that this document has been electronically recorded & returned to the submitter Recording Area Name and Return Address LAND TITLE, INC. 2200 W. COUNTY ROAD C SUITE 2205 ROSEVILLE. MN 55113 Flle No, o i8- zo Iq --7q- ot7a, Pamel Identification Number (PM) The Sanitary Easement No. 23 attached hereto as Exhibit A is hereby authorized this 13 day of March, 2019, by the Rolling Hills Farm Residential Property Owners Association, Inc., a Wisconsin non -stock corporation. ROLLING HILLS FARM RESIDENTIAL PROPERTY OWNERS ASSOCIATION, INC. By: Leonard Schrei , President STATE OF MINNESOTA ) )ss. COUNTY OF RAMSEY ) Personally came before me this 13 day of Maf6h , 2019, the above named Rolling Hills Farm Residential Property Owners Association, Inc., a Wisconsin non -stock corporation, by its President Leonard Schreier, to me known to be the person who executed the foregoing instrument and acknowledged the same.. Notary Public, Stateo£3htiscsesin A'ttnnLSorL My commission 2nU�f 3f, 60W This document was drafted by: LOMMEN ABDO, P.A. Brent R. Johnson, Esq, Grandview Professional Building, Suite 210 400 South Second Street Hudson, WI 54016 brent@lommen.com THOMAS M SE a Notary Public Stare of Minnesota My Commission Expires January 31, 2D20 INFO -PRO (800)655.2021 www infolimforms.com St. Croix County 1079750 Page 1 of 2 EXHIBIT A SKETCH OF SANITARY EASEMENT NO. 23 LOCATED WITHIN PARTS OF OUYLOTS 2 AND 3 OF ROLLING HILLS FARM, TOWN OF HAMMOND, ST- CROIX COUNTY, WISCONSIN. ` \1 \ 4' LOT 75 a OUTI DT 3 LOT 76 ls �2 i ls; R 0 < *J� a t / 4, /m � ounm s yE OUILOT 2 (s S� b FwN ` �o L LEGEND _ FASEltF74r 000N11W DESCRIPTION - BEGINNING at a 0.75 Y.ch n bur at the southerly most eonar of Lot 4 waruna roles 77 of Rolling Hills Form: Thence S47'00'IB"W a dstancs of 62.72 feet: Thence N60'49'32"W a distanrm of 159M feet: Thence frnU PpNf of eanaaNG N33'OT43'M' a distance of M99 feet Tlwnce S50"39'30"W a P60145ED faSFLwr e0UN0IBr distan.x of 79.80 feet; Thence S46"WW'E a dame of 122.16 feet: Of6TNG4WIM! FA�rt Thence S51'3W30"E a distanm of 126.65 feet Theme NSW41Y38"E o ____ e�vaEN[uNE distance of 03.52 feet Thence N52.5&WE a d'.sta. of 15292 feet Thorne NOO'12'21"W a distance of 53.85 feet to a 0.75 inch rebor at IXISIaIa LW Llle: the easterly most corner an The South Lies of Lot 77: Thence mIIE%INE S47'00'18"W on said Soath Line a distance of 129LB feet to the point of beginning and the end of this comment boundary deecription. St. Croix County 1079750 Page 2 of 2 Document Number Document Title St. Croix County AEROBIC TREATMENT UNIT (ATU) SERVICING AGREEMENT State Plan Transaction Number - 6 bdoft-�- Vd I^gKDLSe'ta Name - (Owner) Typed or printed Being duly swom, states, under oath, that: 1. He/she is the owner/part owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume, Page, Document Number IM/630337dated 9 Y / , St. Croix County Register of Deeds Office: A parcel of land located in the AlE '/, f thef_w'/4 of Section Z9, T Z f NAME AND RETURN ADDRESS N - R I'll W, Town of otv+ Me , St. Croix County, s4y;' Lvr"6" IU tc c 343"4s 4 � 2C' MN SSilo Wisconsin, being duly described as follows (include lot no. and ✓ad�.;s t+e.;r n, subdivision/CShA or detailed legal description): j.+n 76 ef- Yillt .1 WMt. 0:;rr^- ti ,Ualw Cw'Alx WL 0/'T-2o19- 76- aop Agreement Date: S 3i 1 PL+4 Parcel Identification Number (PIN) As an inducement to the county to issue a sanitary permit for a POWTS equipped with an Aerobic Treatment Unit on the above -described property, we agree to do the following IgyAIIII6IpVIp 1081046 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/02/2019 01:32 PM EXEMPT #: REC FEE 30.00 COPY FEE 2.00 Area PAGES: 1 1 Owner agrees to conform to all applicable requirements of SPS 363, Wis. Adm. Code relating to Aerobic Treatment Units (ATU) and the maintenance requirements for the proposed POWTS (Private Onsite Wastewater Treatment System) technology. If the owner falls to have the POWTS and ATU properly serviced in response to orders issued by the governmental unit or the Department of Safety and Professional Services (DSPS) to prevent or abate a human health hazard as described in s. 254.59, Slats., the governmental unit (Town) may enter upon the property and service the tank or cause to have the tank to be serviced and charge the owner by placing the charges on the tax bill as a special assessment for current services rendered. The charges will be assessed as prescribed by s. 66 0703, Stats. 2 The owner agrees to maintain a contract with a licensed POWTS maintainer for the life of the system. The POWTS maintainer will perform periodic inspections and maintenance as required by the manufacturer and the Department, including, but not limited to, the blower, electrical controls, and treatment unit operation and sludge depth. These inspections are to be scheduled every 6 months for the first two years of operation and yearly thereafter. 3. The owner agrees to contact the POWTS maintainer immediately upon any malfunction of the treatment unit and to maintain the unit so as to not create a human health hazard as described in s. 254.59, Slats. 4 The owner recognizes that the county, DSPS, or POWTS maintainer may make periodic inspections of the components to Complete performance monitoring of the unit. 5 The owner or the owner's agent agrees to report to the department or designated agent at the Completion of each inspection, maintenance or servicing event in a manner specified by the department or designated agent within 10 business days from the date of inspection, maintenance or servicing. 6 This agreement will remain in effect only until the County office responsible for the regulation of POWTS certdies that the aerobic treatment unit no longer serves the property. In addition, this agreement may be cancelled by executing and recording said certification with reference to this agreement in such manner which will permit the existence of the certification to be determined by reference to the property T This agreement shall be binding upon the owner, the heirs of the owner, and assignees of the owner. The owner shall submit this agreement to the Register of Deeds, and the agreement shall be recorded in a manner that will permit the existence of the agreement to be determined by reference to the property where the Aerobic Treatment Unit is installed Dwner(s) Name(s) - Please Print Subscribed and sworn to before me on this date: 5}tvr;. Sc.(wac:.v on �.a.lf.fi' yx.G Pmepa.�:es t,t. -r ^� slotadzed Owner's Signature(s) Now Public / L Lid mental Unit Official Name, Title - Please Print // My Comnlission Expires �. (� I ww lctf/.n�yn ..-�) Lkt Sa�•� may "THIS PAGE IS PART OF THIS LEGAL DOCUMENT — DO NOT REMOVE" ,ation must be completed by submrtter. document title, name & return address and PIN (d required). Other information such as the ,ses legal description, etc may be placed on this first page of the document or may be placed on additional pages of the Q1049@Wc64r1oage adds one page to your document and S2 00 to the recording fee. Wisconsin Statutes, 59.43. Wisconsin SOIL EVALUATION REPORT - Department of Commerce in accordance with Comm 85, Wis. Adm Code Division of Safety and Buildings Attach complete site plan on paper not less than 8% x 11 inches in size Plan must County St Croix P parcel include, but not limited to vertical and horizontal reference point (BM), direction and �I percent slope, scale of dimensions, north arrow, and location and distance to nearest road. D �t �p �et01 ef id ed By Please print i i Personal information you provide Revi tle may used fQFGo1H poses (Pnva Law s 15.04 (1) (m)). Property Owner 006 Property Location _ #1906 Page 1 of 3 Steel's Soil Service 7S-OYb Rolling Hills Of Hammond LLC_ LipCode UL 1 9 L Govt. Lot na NE1/4, SW1/4, S29, T29N, R17W er's Mad Property Ownmg Address Lot # 1 Block # Subd Name or CSM#400 2nd st T. CROIX COUNT! 75 na Rolling Hills Farm i -y"fup State City Village Town Nearest Road Hudson WI 1 54016 715-386-0230 Hammond I 160Th St New Construction Use Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial -Describe na Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable — na ft General comments Conventional system stem elevation 93 17ft. Trenches spaced ddyand depth to code based 3 08ft below and recommendations grade. Bonng # _ Boring_ 96.25 Pit Ground surface elev _ ft Depth to limiting factor 100 in Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisteno Boundary Roots GPD/ft' _ in Munsell pu Sz Cont Color Gr. Sz Sh 'Eff#t •Effn2 1 0-11 10yr3/2 none sl 2msbk mfr cs lvf .6 .8 2 3 11-18 10yrr4/4 18-26 10yr4/4 none sicl none sl 2msbk mfr 2msbk mfr cs cs na na 4 6 1.0 6r1.6 4 26-44 10yr5/8 none Is osg mvfr �sg T gw na 7 5 44-100 l0yrfi/6 none I ms o ml na na _ .7 1.6 - - - - — Boring # Boring factor 100 _ pit Ground surface elev _96.25 — ft Depth to limiting in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten .Boundary Roots GPD/ft2 in Munsell Qu Sz Cont Color Gr Sz Sh 'EfM -Eft#2 1 2 0-12 10yr3/1 12-28 10yr4/4 none I none sicl 2msbk mfr 2msbk -mfr cs CS Svf .6 .8 4 6 — 3 28-100 10yr6/6 none ms osg ml na Fria 71..6 na ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg[L ' Effluent #2 = BOOS g30 Mg/Land 166 < 3U mg/L CST Name (Please Prmt) Signatu CST Number David J Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St Baldwin, WI 54002 6/12/2006 715-760-0347 Property Owner Rolling Hdls Of Hammond LLC. Parcel ID # Pending Page 2 of _3 ❑ Boring # Boring Pit Ground surface elev — 99.06 ft Depth to limiting factor 96 in iSoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure iConsistence Boundary Roots GPD/ft' in Munsell Qu Sz Cont. color Gr Sz Sh -Eff#1 'Eff#2 1 0-12 10yr3/2 J none I 2msbk ni cs 1vf .6 .8 2 12-96 10yr6/6 none Is osg ml na na .7 1.6 ❑ 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/k' _ 'Eff#1 'Eff#2 in. I Munsell I Qu Sz Cont Color Gr Sz. Sh I ❑ Boring # Boring - - Pit Ground surface elev. _ ft Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color I Redox Description Texture Structure Consistence) Boundary Roots �- GPDBt' in Munsell Qu Sz Cent Color Gr Sz Sh 'Eff#1 'Eff#2 IF I ' Effluent #1 = BODs> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L the Department of Commerce is an equal opportunity sm ice provider and employer. tf you need assistance to access services or need material in an alternate tbrmat, please contact the department at 608-266-3151 or TTl" 608-264-8777. SBD-8330 (µ C7/061 Steel's Sol SeNce STEEL'S SOIL SERVICE 3of3 David J. Steel Rolling Hills Of Hammond LLC 994 200t' St. CST-POWTSM NEI/4,SW1/4,S29,T28N,RI7W Baldwin, WI 54002 Lic. #248956 Town of Hammond. St Croix Co. Direct 715-760-0347 Rolling Hills Farm Lot 75 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted MA L 1' & Legend F=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99 80 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1 = 96.25 ft B2 = 9625 ft 133 = 99.05 ft Y3 DRAIN FIELD LOTGROUP MASTER DRAIN FIELD MAP 2018 a 1234 OUTLOT 3.•!-'"_._..---n—' '�—r--- 2 567 1266 f 49150 51 52 53 54. 55 56 57 ON • EMENT t249125 3 8 9 10 - j x� ul }I7251 125? 1253.1254:1255 12561257! 1 3837 4 11121314{ 5 15 16 17 ' 1 �� m - 1 �� pyg re°]a lal 11 atiab L!7<. as])Ida:Y NM r99]"a2>pJ' ti 12� 6 181920 — \ f6 i \ 7 21222374 -��'` -\ r b Al 121148 ,k \ \ 8 25262728 % 9 29 30 31 32 124147x\ 10 33 34 35 - r 1246 11 36 37 38 _"— --� midis 12 39 40 41 42 1 124 s i ass9 3 7 13 43 44 45 % 124444j 923� �+ rr9:n 43t ,L �r r 14 464748 l ! t243 15 495051 ,� (`II 1242 42x 1 ow 4 16 52 53 54 _��u ,� FA�� 17 55 56 57 58 1241 41 + _ aw�r I 18 59 60 61 (' r 1 Y90 46 _ _xrn—.._� 19 626364 J_ . 1239 39_". 8 i:�"'a 28 i 20 65 66 67 68 21 69707172 38 1 - -- -7 4s' i 24 \ 1225� j� 92281 22 73 74 75 76 77 �1 0 ,0" t 23'•, ' 1 1226� \i 22 �4 1 a7 12r9 �2111 dzza �� ''\ 12211 ,1223 ` ✓ 4 13 12 1. 363 \t 1 1dN MENT 1 `'. 1 \'11219:'y �1212`i' U 7UT 3 _ 1� 16 �' 11zt31 1, NOTES / �`.,. e1 Drain Fields Running Under Streets • 1 / l� �19 rY L� 120 p v e$ 1216 13,122U* 11121811217 #9 and #22 0o 300A 1 v4 �1219` °e)in / „PMrbrp.+n°t.wtOUTLOT'1 As of 8/17/18 �«°°""a SW -SW Constructed Drain Fields 66 1 67 g11267 12M 9 A IQ — '. 6 — -� / �: 60 6 1-•- Yx� �j1 G9' 1 62 .63 fr64 I a• 9yn I 1270 er ' 1z7�7� 127272 1. 3 , na 1279 OUTLOT2 10 9 g7 . 643 7 `r ONS PO 21012091 1207/ r UTLOT3,, 9�12M s r 12t10 a o� 1203 3 i \ 2 1278Aft #2, 45, #11, #20 ARTICLE V RESIDENTIAL PROPERTY OWNERS ASSOCIATION 5.01. General. Following the conveyance of the first Lot to any person other than Declarant, all Lot owners shall be entitled and required to be a member of an association of Lot owners known as the "Rolling Hills Farm Residential Property Owners Association" (the "Association"), which shall be responsible for carrying out the purposes of this Declaration, including the management and control of the Common Areas and the Preserve, subject to easements, including without limitation the Conservation Easement recorded against the Land. Such management may include the appointment and delegation of duties and responsibilities hereunder to a committee or subcommittee commissioned by the Association for that purpose, or the hiring of a manager or management company. Initially, the Association shall not be incorporated. However, if approved by a majority consent of Lot owners, the Association shall be incorporated as a nonprofit corporation or a non -stock corporation under the laws of the State of Wisconsin. The powers and duties of the Association shall include those set forth in the Association's Articles of Incorporation (the "Articles"), if any, and bylaws (the "Bylaws"), this Declaration, and Chapter 181, Wisconsin Statutes (the "Wisconsin Nonstock Corporation Law")if applicable. The Association's activities in the Preserve shall be governed by the Conservation Easement and the Rolling Hills Farm Conservation Community Ecological Restoration and Management Program (the "Ecological Program"). All Lot owners, tenants of Lot owners, and all other persons and entities that in any manner use the Property or any part thereof shall abide by and be subject to all of the provisions of and all rules and regulations adopted by the Association (collectively, the "Rules and Regulations"), this Declaration, the Articles, if any, the Bylaws, and the Conservation Easement over the Preserve. The Association shall have the exclusive right to promulgate reasonable Rules and Regulations from time to time for the benefit of the Property, the Lots and Lot owners, and for the purpose of enhancing property values by maintaining and improving the Common Areas and the development as a whole. If such rules are duly promulgated after vote of the Lot owners, the Association shall distribute to each Lot owner the updated version of such Rules and Regulations upon any amendment or modification thereof. Any new rule or regulation or any revision to an existing rule and regulation shall become effective immediately upon distribution to the Lot owners unless otherwise stated in such amendment or modification. 5.02. Declarant Control. Notwithstanding anything contained in this Declaration to the contrary, the Declarant shall totally govern the affairs of the Association and make all decisions related to the Land, the Property and the Lots and pay all expenses thereof until a Lot has been sold to any person or entity other than the Declarant. The Declarant may exercise any rights granted to, or perform any obligations imposed upon, Declarant under this Declaration through its duly authorized agent. After a Lot has been sold to any person or entity other than the Declarant, except as provided in Section 5.03, the Declarant shall have the right to appoint and remove the officers of the Association and to exercise any and all of the powers and responsibilities assigned to the Association and its officers by the Articles, Bylaws, this Declaration, and the Conservation Easement from the date the first Lot is conveyed by the Declarant to any person or entity other than Declarant, until the earliest of: (a) five (5) years from such date, unless applicable law requires otherwise, in which case such longer period shall apply; or (b) thirty (30) days after the conveyance of seventy-five percent (75%) of the Lots to purchasers; or (c) thirty (30) days after the Declarant's election to waive its right of control. 5.03. Board of Directors. The affairs of the Association shall be governed by a board of directors. The Declarant shall comprise the entire board of directors prior to the conveyance of twenty Lots. After Declarant sells its twentieth Lot, Declarant shall appoint another director who is a Lot owner, and both shall serve as directors until the Declarant sells its fortieth Lot. After the Declarant sells its fortieth Lot, the Association shall hold a meeting and the Lot owners other than the Declarant shall elect at least one but not more than two additional directors. After the Declarant sells its sixtieth Lot, the Association shall hold a meeting and the Lot owners other than the Declarant shall elect an additional director or directors so that there are a total of five directors. Declarant may elect, at its sole option, to remain a director until the Declarant sells its last remaining lot. 5.04. Maintenance and Repairs. (a) Common Areas. The Association shall be responsible for the management and control of the Common Areas, including the Preserve, and shall maintain the same in good, clean, and attractive order and repair. All management, maintenance and repairs associated with the Preserve shall be in accordance with the Ecological Program implemented for the Preserve. In addition, the Association shall be responsible for providing, maintaining, and snow plowing all sidewalks, designated parking areas; and the maintenance, repair, and replacement of all outdoor amenities located upon the Common Areas, including lawns, landscaping, sidewalks, parks, pavilions, bicycle paths, foot paths, trails, driveways, and parking areas, if any. (b) Lots. Each Lot owner shall be responsible for the maintenance, repair, and replacement of all other improvements constructed within the Lot owner's Lot (including all utility systems, water and sewer systems, and electrical, heating, and air conditioning systems serving such Lot, and including any ducts, vents, wires, cables, or conduits designed or used in connection with such electrical, heating, or air conditioning systems), except to the extent any repair cost is paid by the Association's insurance policy described in Section 7.01. Each Lot owner shall at all times keep the Lot in good condition and repair. If any Lot or portion of a Lot for which a Lot owner is responsible falls into disrepair so as to create a dangerous, unsafe, unsightly, or unattractive condition, or a condition that results in damage to the Common Areas, the Association, upon fifteen (15) days' prior written notice to the Lot owners of such Lot, shall have the right to correct such condition or to restore the Lot to its condition existing prior to the disrepair, or the damage or destruction if such was the cause of the disrepair, and to enter into such Lot for the purpose of doing so, and the Lot owners of such Lot shall promptly reimburse the Association for the cost thereof. All amounts due for such work shall be paid within ten (10) days after receipt of written demand therefor, or the amounts may, at the option of the Association, be levied against the Lot as a Special Assessment under Section 5.07. (c) Damage Caused by Lot Owners. To the extent (i) any cleaning, maintenance, repair, replacement, or restoration of all or any part of any Common Areas or a Lot is required as a result of the negligent, reckless, or intentional act or omission of any Lot owner, tenant, or occupant of a Lot owner or Lot, or (ii) any cleaning, maintenance, repair, replacement, orrestoration of all or any part of any Common Area is required as a result of an alteration to a Lot by any Lot owner, tenant, or occupant of a Lot, or the removal of any such alteration (regardless of whether the alteration was approved by the Association or any committee thereof) or (rii) the Association is required to restore the Common Areas following any alteration of a Common Area required by this Declaration, or the removal of any such alteration, the Lot owner that committed the act or omission or that caused the alteration, or the Lot owners of the Lot occupied by such tenant or occupant or responsible for such guest, contractor, agent, or invitee, shall pay the cost of such cleaning, maintenance, repair, replacement and restoration. if damage occurs in the Preserve, repair or restoration shall be carried out in accordance with terms and procedures set forth in the Conservation Easement and Ecological Program. (d) Well Systems. Each Lot owner shall be exclusively responsible for all maintenance and repairs associated with the well system and related components ("well system") serving the Lot owner's Lot. Lot owners who share a well system shall share equally in the maintenance and repairs to the shared portions of the well system, such as the well casing, subject to Section 5.04(c). However, each Lot owner is solely responsible for all portions of the well system serving only that Lot owner's Lot. Notwithstanding the above provisions, the Association shall have full authority to enter a Lot and make repairs to any portion of the well system if, in the sole discretion of the board of directors, such repairs are necessary or reasonably prudent to prevent or minimize damage or potential damage to the well system, another Lot, or Common Areas, in which event the Lot owner or owners shall reimburse the Association for all costs and expenses associated therewith, subject to the notice and lien provisions of Section 5.04(b). (e) Sanitary Systems. "Sanitary System" shall mean the sewage treatment systems servicing the Property and shall include, without limitation, the drain fields, drain field dosing tanks, recirculation tanks, filter tanks, septic tanks, air blowers, control panels, manholes, metering manholes, and all related systems and improvements. Each Lot owner shall be exclusively responsible for all maintenance and repairs associated with the Sanitary System and related components that serve the Lot owner's Lot and specifically including the service lines, piping, equipment and fixtures (including grinder pumps) located on the Lot and designed to provide service exclusively to that Lot. Lot owners who share a sanitary system shall share equally in the maintenance and repairs to the shared portions of the sanitary system, subject to Section 5.04(c). Notwithstanding the above provisions, the Association shall have a perpetual easement over and across all Lots and full authority to enter a Lot and make repairs to the Sanitary System if, in the sole discretion of the board of directors, such repairs are necessary or reasonably prudent to prevent or minimize damage or potential damage to the Sanitary System, another Lot, or Common Areas, in which event the Lot owner or owners shall reimburse the Association for all costs and expenses associated therewith, subject to the notice and lien provisions of Section 5.04(b). All Lot owners must comply with reasonable requests by St. Croix County related to maintenance, upkeep, repairs, and inspections of septic systems. All Lot owners shall comply with the Sanitary System Management Plan imposed by local and state agencies. With respect to all Lots served by a "Private Onsite Wastewater Treatment Systems Program" ("POWTS"), the following shall apply: (t) the Owner of a Lot served by a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with Wisconsin Administrative Code, Commerce Chapter 83, and the approved management plan under Sec. Comm. 83.54(1); (ii) a POWTS that is not maintained in accordance with the approved management plan or as required under Sec. Comm. 83.54(4) will be considered by the Wisconsin Department of Commerce to be a human health hazard; and (iii) the Owner of a Lot served by a POWTS shall be responsible for submitting a maintenance verification report acceptable to St. Croix County for maintenance tracking purposes, at intervals deemed by the county to be appropriate for the components utilized in the POWTS. The operation and continuous maintenance of the Sanitary System is the responsibility of each Lot owner and shall be carried out in a manner described by the "Sanitary System Management Owner Guidelines and Procedures" and attached as Appendix F to the Ecological Program. The Association shall be responsible for operation, maintenance and repair of the portions of the Sanitary System that do not exclusively serve an individual Lot, and portions of the Sanitary System that are designated as Common Elements. (t) Trails. The Association shall maintain the trails within the Property, keep them in good condition and repair, and ensure that continued access is provided to Lot owners. 2 DEVELOPER'S AUG 1 G 2011 �. U'"u NTY G OFFICE THIS AGREEMENT, made by and between St. Croix County, Wisconsin, herein referred to as "County," and Rolling Hills of Hammond LLC, herein referred to as "Developer" is entered into as of the date last signed by a party to this agreement. Section 1. Authority and Purpose Section 13.9 of the St. Croix County Code of Ordinances Chapter 13 Land Dmsion authorizes the Code Admimstrator to require and enter into agreements, called Developer's Agreements, concerning the development and use of land within St. Croix County, with the owner and developer of such property, and with the other governmental units vith jurisdiction. The purpose of this agreement is to: a. Provide a method for the Code Administrator and the Developer to create an agreement specific to the land being developed. b. Describe in detail the terms, conditions, and other provisions relating to the development. c. Include terms, conditions, and other provisions that are mutually agreed to but may not otherwise be specified in Chapter 13. within the ordinance, prodded the public interest is served. d. Provide a more certain set of terms and conditions for the development than provided b, Chapter D, which simplifies enforceabihty by the Code Administrator, other Rovernmental units, and the Developer. All conditions set forth in this agreement are consistent with existing County land use ordinances Chapters 12 Sanitary, 13 Land Division and 17 Zoning, and therefore consistent with the St. Croix County Development Mana,ement Plan. Provisions and requirements of this agreement do not remove any requirement to comply with provisions and standards of these land use ordinances. Section 2. Responsible Parties/Contacts Developer: See Exhibit 2.1. County: See Exhibit 2.2 Section 3. Description of Property Subject to A2reem�nt See Exhibit 3. Property subject to this agreement is the property lino Am as "Rolling Hills Farm" and is described as: (Legal Description of parcels) being developed. Depending on the length this can be an exhibit A map or copy of the preliminary must be included as an exhibit.) Section 4. Pre -Construction 1Vleetina Prior to the imtianon of any coas`=ucaon, the Developer will schedule a pre -construction meerine to discuss all aspects of consinicuor and to present a seaedi"i; o: const-u:,aon ar-rivities. Notice of said mee ng will be s loin t ed n wr rim at leas, 7 days prior to the scheduled meeting date to all of the followina: Ales: Biacl bu-n, Pam Quinn, Jong=.ue3h and JeffDurk'ee (see exhibit 2.2 for contact tnfonnation). Section �. Road Construction _U roads wallbe constructed in accordance with oians approved through nrel inan, n:at rMew. _Any 3hanze5 o_ dtn7a:ron= iom the anDioved pans must be arprovtd in w'=L by ;tie Code Aam ustrator. No consmiction activities shall commence umii the appropriate financial guarantee has been accepted by the Code .Administrator for road infrastructure. The Developer ag-ees to have a registered professional engineer: - I C, . tc everse instal iation of al -gad provements show on approved n;aris. 2) Submit a set of record drawings upon construction completion. =1 Certify that all required improvements have been installed iu suostamial conforinsince with the approved plans. T is ce-i-icarion shaL not release the Dcveioper from the responsibiiit7- to construct n accordance wi h approved Plans until County inspections have been made and approval Of the substantial conformance condition has been met. The St. Cro y: Couor t , ghway EnLzneer w be respo ast'ole for titmec ne and app-owme road construction. Upon completion of aL road construction activities, the Developer shall request the inspection in wnting. The Highway Engineer will respond within 7 days to either inspect the site or to schedule an inspection within 10 days of the request. Consideralon to release Hnane,,L Lniarantees related to road cons=lotion will he given by the Code Admimstrato_ upon approval of record dr awvgs o fi.a plat. li reco-d drawings identify that roads have been constructed in substantial_ conformance with approved mars, the Code kdin nistrator will release the financial guarantee Section 6. Stormwater D'ianaoement and Erosion Control All stormwater management structures and erosion coatro: p-actices are to be constructed and employed accor_n; to the plans submired and anproved as par. of t- Innina plat review and attached as Exhibit 6. Any changes or devianons from the approved plans must be approved in writing by _tie Code Administrato-. No constuction actiyl3es shall commence until the appropriate financial guarantee has been accepted by the Code Adminisz-aior for stoimwate_ and erosion control management in=zstrucntrc. The Developer a ee5 to have a remste-ed professional en -beer: 1) Commit to oversee installation of all Stormwater and erosion control improvements shown on approved plans. 2) Submit a set of record dr'av�-Tigs upon eonsmaction completion. ) Certify that all required improvements have been installed in substantial conformance with the approved plans. Thts certification shall not release the Developer from the responsibifiry to construct in accordance with approved plans until County inspections have been made and approval of the substantial conformance condition has been met. The Zoning Specialist will be responsible for inspecting and approving completed stormwater and erosion control construction_ Upon completion of all stormwater and erosion control construction activities the Developer shall request the inspection in writing. The Zoning Specialist will respond within % days to either inspect the site or to schedule an inspection within 10 days of the request. Consideration to release financial guarantees related to stormwater and erosion control will be given by the Code Administer upon approval of record drawings or final plat. Except for an amount needed for maintenance, if record drawings identify that stormwater and erosion control improvements are in substantial conformance vdth approved plans the Code Administrator will release the financial guarantee. The County will retain not more than 1 ° o of the financial giarantee required by this section for a period not to exceed ^ years will correct all erosion, sedimentation and maintenance problems identified by the Connive. Section 7. Landscape Plan The Developer agrees to install all landscaping features consistent with the landscaping plan submitted and approved as part of preliminary plat review and attached as Exhibit 7. Any changes or deviations from the approved plans must be approved by the Code Administrator. No construction activities shall commence until the appropriate financial guarantee has been accepted by the Code Admimstrator for the landscaping features on the approved plan. The Zoning Specialist c i11 be responsible for certifying that completed landscaping is acceptable to the County. Upon completion of all landscaping, the Developer shall request an inspection in writing to certify that the construction is in substantial compliance with the approved plans The Zoning Specialist will respond within 7 days to either inspect the sre or to schedule an inspection within 10 days of the request. Consideration to release financial guarantees related to landscaping will be given by the Code .Administer upon approval of record drawings or final plat. Except for an amount needed for maintenance, if record drawings identify that landscaping is in substantial conformance with approved plans the Code Administrator will release the financial guarantee. The County will retain a financial guarantee to cover the cost of replacement of all dead, d_\ing, defective or diseased plait material for a period not to exceed 13 months . Section R. Sanitary Svstems The Developer agrees to empioy the use of `common systems" for the treatment of all domestic wastewater. All common systems may be located in the open space areas (Oulots 1 through i) and as shownn r. Exhibi*. S Prior to su tr ttal for finZ plat approval_ the Developer will have approved by the Code Admims--ator a fins. samtarki system management plan that defines final layout, ovmc_ship, management. all associated costs; means of fundin_ those costs. en_"orcement mechanisms and service contract-, of all common systems .he fins; pia is w bB sao�antiall, con i en: wt m tiz plan suomirted w'itn ::fie preiim.am plat (Exhibit Rl. :"fie sam.a^; system elan and the C1esi �1 for all common systems must be consistent with St. Croix County Code o= Ordinances Chanter 12 Samta e. The sat tare system management plan must be clearly and consistently integrated into the conservation easement, open space management plan and homeowner's association byiaw's to identify ownersmp. ma_ntenance and enfcrcement aim'onties and n&ts Tat rn�Anon eacemenr rnu,t reanire that the placement of systems is consistent with:ae preliminary plat or as agreed to by the County and the homeowner's association. The homeowners association 'bylaws shall allow the association to act on behalf of all the lot owntcrs to address sam:an, system issues ant assess fees. Section 9. Conservation Easement A conscn-adon easement to protect preserve and manage open space designated as Outlots 1 through 4 (see Exhibit 9) shall be approved by the Cotmrv. The conservation Basemen. must meet aL provisions of St Croix Count, Code o'Or3inauces Chapter I Land I)Msion, spec_ficail� 51=.2-C.1. and S. The eonser'ation easement must be approved by the St. Cron County Planning and Zoning Committee prior to submitting an application for final plat approval. Holders of the conservation easement are to be St. Croix County. each lot owner and. if approved, a bona fide conservation organization. The conservation easement will require that the open space be managed acco-dmL to ar_ approved management plan. The conservation easement will provide :fie County- or an approved ihirc par:v with the authont to access the easement area to inspect the site for compuance with the conservation easement. The conservation easement must be clear,, and cou:is`anth iateTatcd with the sat a system management plan, the open space management plan and he homeowner's association pvlaws to identi!} ownersh p. mamicnanee and enforcement anthonties and rights. The coast: aeon Basemen: vU stipulate that the Coon and or approved to d party, can enforce the provisions of the conservation easement consistent with the management plan and assess costs of such enforcement back to owners of lots. The Developer agrees to explore the possibility of obtaining a bona fide third parry to manage and enforce the conservation agreement. The Developer is responsible for all administrative and legal costs associated with searching, obtaining and, employing a third party. The conservation easement shall allow for the possibility of the County and the homeowners association to agree to assign a bona fide third party at a later date and assign any associated costs to the lot owners. Section 10. Open Space Management Plan The Developer agrees to have an open space management plan approved by the County prior to submitting an application for final plat approval. The plan shall be consistent with St. Croix Count`- Code of Odinances Charter 13. -C.6 The open space management plan shall include provisions to maintain stormwater management facilities constructed as part of the stormwater management plan. Facilities will be maintained in a manner that allows them to function as originally designed. The open space management plan must be clearly and consistently integrated into the conservation easement, the sanitary system management plan and the homeowner's association bylaws to identify ownership, maintenance and enforcement authorities and rights. Section 11. Homeowners Association The Developers shall establish a homeowners association where common facilities and open space are held in common ownership by the homeowners association according to St. Croix Countv Code of Ordinances Section 13.2-C.5.c. and more specifically the following: L The lot owner shall hold common facilities and open space as undin2 ed proportionate interests. Z. A description of the organization, to include bylaws and all documents governing maintenance and use restrictions for common facilities and open space. 3. The homeowners association shall be established by the Developer and shall be in operation prior to the sale of any lots in the development. 4. Membership in the homeowners association shall be mandatoy for all purchasers of lots and their successors and assigns. 5. The homeowters association shall be responsible for maintenance of and insurance for the common facilities and open space. 6. The homeowners association shall have adequate assistance through its members or through contract to maintain and operate common facilities and open space. 7. Wntten notice of any proposed transfer of common facilities and/or common open space by the homeowners association o the asslarription o: maintenance of common facilities and or open space must be given to all members o the organization and to the Code Admtmst-ator at least 30 days prior to such event - The homeowners association declaratior (bylaws) must be submitted and approved ny the Code Admimstator prior to submittal for f al plat approval. The homeowners association declaration (bylaws) must be cica_n identified in the conse-vanon easement_ open space management plan and sanitan system management plan to identify ownership, maintenance and enforcement authorities anc r_ahts Section 12. Financial Assurances ?nor to the s an of any const cation, the Developer must submi_ the following financial assurances: 1. Road Construction: An amount equal to 50% of the cost of coastucnon. 3. Stornawater and Crosion Control: An amount eggai to 599 of he cost o construction. 15% will be retained for a period of 2 years to ensure permanence of veeetat ve cover and to maintar erosion control efforts where necessan _. Landscaping: An amount equal to 50°i of the cos: of installadon of landscaping features. The County wtL retam a nnancial warantee to cover the cos of replacement of all dead, d` ^g, defective or diseased plant mateaa for a period not to exceed IS months . 4 Sanitary: At the time of construction of any common sanitary system, the Developer must have on file a financia1-assurance in an amour: equal to 120% of the construction of all common components of a typical common system for the development During the term of :his agreemente Developer _a aatees to compicte construction of any common system in which a samtary pemni has been issued. During the term of this azreement no more than one financial assurance at any given penod of tine for the ent e development is necessary fo_ the constuctim of sanitary systems Financial assurance may be a letter of credit cashiers check- bond or other acceptable n f acial assurance approved by the Code Administrator. The assurance must -oe issued to St. Cro x Couarv. be in effect for a m nrr u o' 1 vear and be automancal� renewable. Section 13. Effective Date; Performance This agreement is effective on the Date that it is signed by both the County, represented by the Code Administrator, and the Developer. The agreement is effective for 2 years following final plat approval or until all financial assurances have been released. All road, stormwater and erosion control structures and features, all easements, management plans and associations must be completed and approved prior to final plat submittal. Failure to install any improvements authorizes the County to use the financial assurance to complete the work or commence legal action to obtain compliance. Failure to obtain approvals for plans, easements and associations will result in an incomplete application for final plat submittal. Section 14. Extraordinan Fees The developer shall pay a fee equal to the cost to the County of any extraordinary legal. administrative or fiscal work done in connection with the development. The developer may be requirmi to jeuabU su the Co Wll)' 1V1 LLs cxpans� of a tc�ui vpiruvu u�w ua� �i. Croix County Corporation Counsel or outside counsel confirming title or sufficiency of deed restrictions, covenants, conservation easements. condominium instruments or other documents related to the development. These fees may also include the cost of obtaining professional work or opinions including, but not limited to, engineers, surveyors, foresters. hydrogeologists, landscape architects or land planners. Prior to the County contracting for work that would result in extraordinary fees; the County will first consult with the Developer and agree on required work. Section 21. Termination This agreement may be canceled or revised at any time by: 1. The munial written consent of the patties: or 2. The Code Administrator if he/she finds that a hazard or other unexpected situation that threatens the public health, safety or welfare exists on or near the development that was unknown at the time the agreement was adopted, and the Develoner is unable or unwilling to immediately correct the situation. The Code Administrator shall notify the other parties in writing that a situation exists that would threaten the public health_ safety or welfare if development were to commence or continue and all development activities shall cease. Section 21. Signatures S=. CT -OD. Counn k Zonm,-DeDartment Administrator Rolun s of Hammond T_.TC fie% of � Dave Peters, Secretary Da e: 8- / U L' (-- Date: /� - o Steve Bryan., Chief alter and inancral Manager EXHIBIT 2.1 Section 2, Developer Contacts Developer: Rolling Hills of Hammond LLC David Peters, Edina Realty, Suite 115, 400 South Second Street, Hudson, 'All 54016, Telephone 715-356-0230, email dawdpeters(aedinarealty.com Steve Bryant, 37450 Sae: Road, Grand Rapids. NLN 55744, Telephone 218-326-574, . email sbryant(a)cmaelectric.com Surveyor, Edwin Flanum, NorthLand Survtymg. P.O Box 14, Roberts. WI 54023, Telephone 715-749-1718, Fax 715-749-1719, Email eflanum(a)northlandsurvevinom Engineer. Matt Hieb. Auth Consulting & Assoc 2920 Endo-- Street Hudson, WZ 54016. Telephone I15-386-5277, Fax 7115-381-5338. Email mhieb(cDauthconsulting.com Planner, Kim Chapman, Applied Ecological Services. 21938 Mushtown Road, Prior Lake, N 55372, Telephone 95_-447-1919, Fax 952-447-1920, Email kim(a)appliedeco.com Excavator. Chris Kusilelc F&K Excavating, 141 Huy. 35 N. River Falls, WI 54022, Telephone 715-426-1777 Utility Companies: St. Croix Electric, Mark Pendergast 1925 Ridgeway Street, Hammond,'WI 54015, Telephone 715-796-7000 Email markp(a)scecnet ri Cea ury Telephone, Mile Vandenbos. Osceolz WI 5-1020, Telephone 715-294-2463 WE Energies, Carol Harding, Amen, WT 54001, Telephone, 715-265-0707 Soil testing and Septic system design. Steel's Soi' Senace. Dave Steel. 994 200`t Street. Baldwin, wI 54002. Telephone 715-760-034 7 Certified Soil Testing, LLC, Henry Grote, E. 4366 353rd Ave., Menomonie, WI 54751 Phone & FAt. 715-233-0398, mobile: 715-556-039E, Email GroteH(a)uwstout.edu EX"IT 2.2 Section 2. County Contacts Robert J. Bezel-, Code Administrator, Zoning Administrator, St. Croix Coun:J Planning and Zoning Departs ent, Govern ment Center, 1101 Carmichael Road, Hudson Vr71 54016, Telephone 715-= 86—+' 680. ema l robertb� cosaint-cro u.0 i.us -Ellen Der-er. Senior Planner. St. Crory County Plan:ung and Zonme Dep=ent. Government Center. 1101 Carnchael Roar, Hudson, _\VZ 54016, Telephone 715-386- 4660. email ellend(a.co.saint-crnix.wi.us Alex 31ackburn Zoning Specialist Subdi«sion Re«ew Coordinator, St. Croix County Planning and Zoning Department Government Cent_—. 11G1 Carmichael Road, Hudson, VdI54016. Telephone r_:-3So-4680, emaL al.-xbf,lico_salnt-cnmv:.)A-i.us Pam Quinn, Zoning Specialist, Sto=water and Erosto= Con=ol Review. St. Croix County Pianning and Zoning Department, Government Center, 1101 Carmichael Road., Hudson. VTI 54016, Telephone 715-386-4680, email pamq(a),co.saint-crotx.vrins Jeff Luecl:_ Land Specialis*, -Erosion Control T_vionno ng and Comphancc- Land Pater Conse:-e anon Department, 1y6'�P Ave_ S--`te 1Al. Baldw 'o 54002. "15-664-=?O'_. emai' ip_EEa oo_salnt-croix.vl.uS Jeff Durkee, Count), Highway Engineer, Road Desig) & Construction Review and Approval. St. Croix County Highway_' Department, P.O. Box iOS, Hammond, R7154015, Telephone 715-7?6-2227. 10 EXHIBIT 3 Section 3, Property Legal Description LEGAL DESCRIPTION OF ROLLING HILLS FARM Located in the of NWl/4 of the S W 1/4, the NEl/4 of the SW 1/4, pan of the S W 1/4 of the SW 1/4, and part of the SE1/4 of the SW 1 /4, in Section 29, and in part of the NE1/4 of the NW1i4 in Section 32. all in T29N, R17W, Town of Hammond, St. Croix County, Wisconsin; described as follows: Beginning at the' West 1'4 Corner of said Section 29; thence N89`47'S9"E, along the east -west L4 line of said section 29, 2620.29 feet to the north - south 1'4 line of said section 29; thence S009221"E, along said north - south 1/4 line, 2632.15 feet to the South 1/4 Comer of said section 29; thence S00`07'13"W along the north - south 1/4 line of said section 32, 0.95 feet to the north right of way of County Trunk Highway- "J"; thence S89'07'15"W, along said north right of way, 468.89 feet to the east line of Certified Survey Map Recorded in Volume 19, Page 4988 at the St. Croix County Register of Deeds Office; thence N00'02'04"W, along said east line, 453.55 feet to the north line of said Certified Survey Map; thence N89'57'56"W, along said north line, 1621.71 feet to the west line of said Certified Survey Map; thence S00'02'04"W, alone said west line, 445.13 feet to the south line of said SW 1 /4: thence N89'57'56"W, along last said south line, 528.25 feet to the Southwest Corner of said section 29, thence N00'14'20"W, along the west hne of the SWL4 of said section 29, 2621.42 to the point of Beginning. Described parcel contains 141.44 acres 16,161,269 sq. ft.) Parcel is subject to County Trunk Highway "J" and Town Road (70th Avenue and 160th Street) right-of-way and all other easements. restrictions, and covenants of record. 11 Section 6, Stormwater and Erosion Control Plan (on file in the office of the St. Croix County Code Administrator) EXHIBIT 7 Section 7, Landscape Plan (on file in the office of the St. Croix County Code administrator) T �rTTTI)TT O Li11 LiL11 iJ Section 8, Draft Sanitary System Management Plan (on file in the office of the St. Croix County Code Administrator) EXHIBIT 9 Section 9. Draft Conservation Easement (on file in the office of the St. Croix County Code Administrator)